The URL can be used to link to this page

Home My WebLink AboutVail Das Schone Filing 1 Block A Lot 12.PDF '� , II�III�II�If�Illlll�llllil m -011". Nom( M 0(D fD ei v o I O — W< � 1 Q'_ (° • 'oM t LOT I LJJ ; mQ� � VA1L RIDGE 5U13D1V15JON WV III) !r� (no IM: 0 v o 1 III) LLJ W s 1 1 EXISTING ALL GRAPHIC SCALE TIN ` 5 0 3 5 1 LOT 12 0 20 1 t 2E 2607 ( W FEET ) 0 EXISTING MECHANICALLY 1 inch = 5 ft N STABILIZED EARTH WALL 1 It 112 - `tJ1 0 to C � � _ - -- N • rn 1� LOT ] ] ' PROVIDE GU DRAIL OR OTHE SUITABLE VE CULAR PROTEC ON , EDGE OF PAVED DRIVEWAY U aCIO • -J J Cq > t � V JL 4d W 0 r ° PROPOSED :MECHANICALLY J STABILIZED EARTH WALL #2 �_ 0 EXISTING MECHANICALLY — > 0 STABILIZED EARTH WALL _ '°� 1 _ _S 47'27'00_W — — - — ll. - - - - 106.0' r\ 0 /00 - TOW=1 TOW= 10+T - 106 - A �� co o+g pt a BOW=104.45+ =105.5+ 105 c ANG PT 48 104 X7921 +� _ � 0+03 91 PC _ _ _ ?-"- . 104 � �' I 0+21 37 n�1�. __ R1 j M=3 ,Y b �I 104- 1'63 - _ - - - 103 - —_1 o - - _ _ _ ,'- W= -7 � + +TOW=102.7 FIRE HYDRANT TOP NU" +BOW=98.7 BOW�8 + BASIS OF ELEVATION EXISTING WALL COLLAPSED AND [AR-nY13?REMOVED IN THIS AREA 0+90106 - ^ I ELEV. = 100.00 98 1+ 1 493 - - _ 0+50 96 r _ - ~ EXISTING 12" CMP ; EXISTING 12" CMP 97.11 DITCH FLOWLINE INV OUT = INV IN = 94.21 O CONNECT PROPOSED CMP TO EXISTING CONNECT PROPOSED CMP TO EXISTING WITH CONCRETE COLLAR. SEE PROFILE WITH CONCRETE COLLAR. SEE PROFILE FOR PROPOSED INVERT INFORMATION. EDGE OF PAVEMENT EXISTING MECHANICALLY STABILIZED FOR PROPOSED INVERT INFOFMATION. EARTH WALL #1. PORTIONS OF THIS CL OF 50' R.O.W. PROPOSED 18" CMP WALL ARE TO BE REMOVED AND PORTIONS ARE TO BE RECONSTRUCTED. RE: PROFILE, SHEET 2 I SUBDIVISION BOJNDARY — �-- — — — — AROSA DRIVE V) Z O V) w Ld F- Q 0 GENERAL NOTES: 8. This plan is intended to provide plan and profile information only. It is not a structural wall design. Contractor shall follow the recommendations for the structural design of the wall(s), including but not Z limited to; the reinforced soil requirements, geo—grid lengths and vertical spacing, soil compaction 1. Traffic control, flagging and safety are the responsibility of the Contractor. The Engineer is not requirements, wall drainage design and temporary cut reauirements. responsible for safety in, on, or about the project site, nor for compliance by the appropriate party with N Y w any regulations relating hereto. 9. Wall designer to review and verify the suitability of removing portions of the existing wall (MSE wall #1) Y o and also for adding onto the existing wall with additional MSE wall construction. 2. The Contractor shall maintain traffic at all times to the satisfaction of the Town of Vail (TOV). Tie 00 m ° Contractor shall minimize traffic disruptions and provide adequate safety precautions to ensure public safety, 10. It is the contractor's responsibilty to adhere to the Town of Vail's design guidelines and specifications. Ld Z ° O p Y 6 in accordance with the TOV regulations. Z Z U z Q 0 3. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during construction _= mo o as necessary to protect roads and property. J O a- 4. The Contractor shall provide subdrains behind all retaining walls per the wall designer's specifications. All N U z M wall drains shall daylight. ° 5. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's Z J 1 responsibility to field verify the location of all utilities prior to commencement of any construction. o w U) O s, -0 _ CIO 6. The Contractor is warned that conflicts with existing utility services may exist. Prior to beginning any ~ m Q construction, the Contractor shall contact all appropriate utility companies for line locations. The Contractor — o Ln shall then locate all utilities (including depth), and any conflicts with the proposed construction shall bg oz Q v' brought to the attention of the Engineer so that line or grade changes can be made to eliminate any conflicts with these existing utilities. All existing utilities shall be protected from damage by the Contractor. �, w ° o Damaged utilities shall be repaired by the Contractor at no expense to the Owner. 7. All excavating nd construction activities for retaining walls, drainage facilities, utilities and other 9 9 9 trenches shall meet OSHA requirements. 1 SHEET `33ryry§ 1 OF 2 I IIIIIIIIIIIIIIIIIIIIIIIII) OX MMil EXISTING WALL °t0c0 u REMOVAL AREA STA: 0+37.49 co TOP OF EXISTING WALL ELEV: 106.30 Wow„ STA: 0+19. 1 0�' °N u u ELEV:O 07.50 TOP OF PROPOSED WALL Wax"4 a+ 2 a - z� EXISTING GROUND AT EXISTING GROUND AT wo ELEV: 105.26 ao ao ao+ EXISTING WALL TOP OF PROPOSED WALL ST,� 0+05.15 �m FRONT FACE OF FRONT FACE OF III III SUM 1-u+ -------_.____ e r -° --- NOTE: EXISTING WALL IS PARTIALL` TO MOSTLY COLLAPSED AND REMOVED IN THIS AREA - I REMOVAL AREA STA: 0+84.40 ELEV: 107.50 a o PROPOSED WALL PROPOSED WALL STA' 0+27.88 ELEV: 102.70 STA: 0+00 Z(nM ' ,-- ----- -- - _--_ �l IIIIIiIi IIIIz mwo� STA: 0 04.45 \ ELEV: 102 70 - -°- ELEV: 105.28 ' I ff rn� NW rn (III V a 0 ;milli1 ELEV. 104.45 i I Q III z a rn i IIII W w 3.05' - - - - - - - �. _. - - _ STA: 0+00 STA: 0+37.49 ----- -_"- _..-- ` .v-- "'- -- - -'-_.-°-_'_"_'_- °- ` ----_'_ -- - °.� _ _" .,. ._- �_'--- - -_' ------ ELEV: 104.45 WALL BURY PER ELEV• 10550 WALL DESIGNERS STA. 0+79.22 PROPOSED GROUND AT SPECIFICATIONS PROPOSED STA. 0+27. 5 A: +19.21 FRONT FACE OF WALL ELEV: 98.70 FINISHED GRADE ELEV' 98 70 ELEV: 104.4 5 EXISTING GROUND AT FRONT FACE OF WALL lu --- ---I SCALE: 1 "=5'H SCALE: 1 "=5'H 0 1 "=5'V i LL 1 "=5'V 0 u DATUM ELEV DAMM ELEV 85.00 80.00 OL N 00 M cD (7) 0) 00 0 r 0 z j 0+00 0+50 0+00 0 0 PROFILE-EXISTING AND PROPOSED 0 0 ED MSE WALL #1 PROFILE PROPOSED MSE WALL #2 N > 0 p 0 (L OC F. 0 ® 00 W }- Q® 0 J > 0 PROVIDE GUARDRAIL OR OTHER 0 ® SUITABLE VEHICULAR PROTECTION ® 1 � 0 EXISTING 12" CMP _ _ - CO 0 Z FINISHED �--a -� - CO GRADE EXISTING ��..__�..a- �/+ EXISTING 12" CMP - -- . �_ _ �_. - - -- -- _ -/.� - - EXISTING DRIVEWAY ® 0 - -_ - - STA: 0+17.27 > ELEV: 107.88 - � TOP OF PROPOSED CULVERT TO ALIGN STA: 0+17.18 PROVIDE 1' WITH TOP OF EXISTING 12" CMP. ELEV: 104.45 r- 89 LF 18" CMP PROVIDE CONCRETE COLLAR AT JOINT. �� ZEXISTING NVERT OF PROPOSED CULVERT � � / FREE DRAINING WASHED ROCK TO MIN. COVER PROPOSED 18 CMP 0 2 69% 12" CMP INV=97.11 FINISHED GRADE a TO ALIGN WITH INVERT OF " / EXTEND FROM 1' BELOW FINISH 12" CMP. PROVIDE 18 CMP INV=96.61 EXISTING GROUND--____... r=w GRADE TO WALL DRAIN. MIN. 1' r� CONCRETE COLLAR AT JOINT.4 1 STA- 0+09.30 - �j THICK BEHIND BLOCK. (TYP) d+ELEV: 102.70 7,r, WALL DRAIN PER AROSA DRIVE ASPHALT ° h WALL DESIGNERS SPECIFICATIONS (TYP) STA: 0+09.18 `j DATUM! ELEV ELEV: 98.70 r �.,�_ / ADDITIONAL DRAINS MAY co -`�`� BE REQUIRED IN THIS AREA. REFER TO WALL 85.00 /✓ DESIGNERS PLANS (TYP) PROVIDE M DRAINAGE APPROXIMATE rn 00 a AWAY FROM TEMPORARY CUT ul rn ca n 00 c ASPHALT LIMITS. (TYP) °' 0' 0) rn c WALL BURY PER PROVIDE 1' MIN. WALL DESIGNERS v COVER OVER SPECIFICATIONS (TYP) 0+00 0+50 1+00 1+(493 PROPOSED 18" CMP J PROFILE-PROPOSED 18" CMP PAD COMPAC R�WALLDESIGNERSING SPECIFICATIONS (TYP) PROPOSED 18" CMP. TO BE INSTALLED PER TOWN OF VAIL SPECIFICATIONS DATUM!ELEV 8b.00 V) z M LO _O 00 O O V) O) O O 5; W tr 0+00 0+25 0+28.12 SECTION A-A 0 0 Z ~ Y U' a 0 Y M z 0 O m r7 LLI ZQ 0 O Q Z Q W O ,n a U Z W W m = o U O 0 o D Q M O a o N U U z O tY o a °- O Ln o Z (c) J � J 0 l 3 00 W H O H J O W Q LL. m D O Z (n N O 3: N H Q W WI ^ o 1 V/ J • • Q s • SHEET 2 OF 2 TV r�.. ■■rrf tun�U1 �.• ` -- f • 09/1812003 07:42 9709269317 MATTHEWS PAGE 01 THE GARDEN CENTER OF GYPSUM dlVISIQ afar Motthews & Associates Landscaping, Inc. Landscape Architecture and Construction Dox 0567 •Vail,Colorado 81658 U.5 A Gypsum Office•(970)524-8700• 970)524.5500 FAX .,Fax To: L-E A2> ISA41lCVALs From: Fax 0: �� •Z �� Pages Include cover: 2-. Tel: Date- Re: 0. 07 A >A CC: O Urgent 3 For Review 0 Please Comment ® Please Reply ® Please Recycle Comments ------------- Z L a J r r it _ TELEPPONE SERVICE TO L.ANDSGAPE L-E6END: 1BUILDIN6 PER UTZPHNE I MARK NAME SIZE QUANTITY r QA QUAKIN6 ASPEN EXISTING Y A 417,01)'. N/4 _ i9796 799 7T92 79,90 7988 798 758.1 GRAVEL DRIVE WITI-I 7980 7978Ka WP W�IITE PINE 6'-8' 6 / TIMBER 13ORDER 7976' 7970 tE. P TRANSFORMER I I . P J / _ RD REDTWI6 D06WOOD 5 GAL. 16 8000 ) R�SI-I ENCLOSURE FOR FOUND #5 / >� r V. ` 5O UNITS UNDER \REBAR w/ JP JAGIKMAN'S POTENTILLA 5 GAL. 15 I l S 31 °23"2 " E STAI LANDING PLASTIC I / c, p 111 v ' CAP I -+ j V \LS 124881 rL JU . LANDSCAPE GENERAL NOTES: ./ 1 � 4 a = 1.) PROVIDE AUTOMATIC IRRI&ATION SYSTEM AS / I / R A� � O J ` A J 2 � 6A�s�v�cE To ALLOWEDY SOILS ENGINEER. /� 2 / PER METRO , ..< V J� � ( I / I / DISTRICT a► UPG , lu— l �� `] , `V 2.) REVE6ETATE ALL CONSTRUCTION SCARS -1 / L —:--7—=7-• . ) 3 / / v =� <.j WITH NATIVE GRASSES AS SPECIFIED. 3 —J.��-f- . � c�; N T x 4n to _ S.) PROTECT SITE FROM EROSION CONTROL DURING �� I +-76 3 / I; ; - / .. 1 / / •-7a� - / w t� l� u1 z d• �r GONSTRUGTION AS MAY 13E REQUIRED. / \, . -� WR / J — �, Hof ` �- c3 cat co x NOR I, - Z jr A Ca "761 7 '— :'} � j/rlZr N „'-, a owER I_EV .! I �,� ) r / �t�/ ,� c " EXISTING TOP06RAPPY O �. d ul s SPOWN THUSLY\/ W I,, L ,s� �,— ' / f` .�, RI GE M '- n `� �6E ! d �' cot / / - DECK- / T� �SKt 4 o'r. +7 I �Q� z i �� LOSS 5 O ' Q' ` vIGE METR T v iu -74 t I / I IGT UPC u- - I-M OF DEG rl WA VK.E TO (� 11111 1 L f �, J r ! r Y ROOF ABOVE + METR `` �"tX W ``i-' jj I ` j .Cr OVERNAN6 Q 3 J , Q _ s'� �• C3 I ABOVE �` i CJ4 -72 I FINISPED TOPOGRAPHY c,, / � — �� — — — �� 1- - �__ \ l�. , ; - S FL-AN SI-IOWN TI-IUSLY v / O / J�. nA-rniE / ) — __ `f- ",? U ITE _011 / D � / QA 111 O rimes DRNEWA7 <6° C4 c L-OT 2 _ 11 1 , , POST Y 03*578'14 1 �3L-OC-of< I FOUND #4 / S`"327 3'38" E I - - `�- 117.19' '° R = 137.80' A C/ REBAR ) ) _ _ FOUND #5 � FOUND � 1 ��; I � ��.��- �— O- _ I I 3 REBAR W/ REBAR W� b y o `z - ! k r y ^ 6 SO. �. = I I I PLASTIC CAP I ALUMINUM I `t ` (/ I I I I LS 12488 AP z I 1 1 I I I I LS�11204 o = 0 0'19 A�iRE �;`�" `�o�° 7998 7996, 7494 7992 7990 7988 7986 7981 7982 7980 7978 7976 7974 7972 7972 13UILDIN6 TO SE LOCATED � ' - /� -2 I r4 13T LICENSED SURVEYOR. ------ 3/9\9/\9 OF R, r EL E VR 7 lON MRNHOL E )9-126.42 IU`7 r� l RIM ELEV=7972.34 r- INV OUT= 7964.02 /917 r,v+�j;'.'^*.t>e."• e ,. '�"h'�° - 7 . kr• r { , `t � �„ h t _ .. _v ' a , r m « « - .. `• a '' ... ' -. ,. « _ -,� .. -+ - � J n r a v ,_- ~< -= n-..,.,.--- -- - .•- - - ' ✓J , ,kw„ �DT t '8: I «nN a - 'i a 1.3'< 4l ♦ v,i` :S' rti` .i s., „' "•{A# ,s.i u t '- e v _ -. ., e ` a • 5 ,,, r r .,,� ,. ?4 ,. to r F , ,.. ".`Z v~ e { - J 'xw a . r » "' - .,. s ' , 3 ' _ ., t , , .. � .- ,- , + "'.�'jBt, .15'A *'`-! _r! ( - - . , - .. . Y. ;.t, ,tom 'N r, 7 .. RY' - .a , 1 t I w _ _ ., , ♦" + _ • • « .- _ r t � ` ` „ v � - _ • ,. _ e�, +�+,n .-,3'� S.r`",.,P fw` _ ` - aYY J w r - ` a - { , 4` , - ` � r , e .. y - „ ♦ , _ .- .. - .. (@{'�i�xti 7 a".'S'- .. . •4» }'r`,tti ..1 k.l., rs vt `,r't , r r`� v n ni t v- ° r r ,. - ' - v ' ' ^, _ '* r .. ._ .• -, r � ' - . . _ - ' ",. , t.,+n' r•i�' -. r4" p - v,l r. "+.r'.`h r a n)'`�` a a , .` v .., , n M1 ` , ✓ -. _ a t e n I _ « ,�`e^"'+; n�`''rT _ " 'x i,t,'„i: _ .. y4t.�• :' ^- - � "., t ' ^ - ' - ° _ r - . _ ,. r - ,. + jjjs• ,�, r4�T,"f� `' `` eH Lib" �'i�,y`,r j+ - , ., f ,rR r .i "��''” _ . , .. ' , . . ` t u r _ - , w , .,{,'•'y.}b,,d" e.:r',i� f."J't - .`!Y!, N A t r_ ♦. ♦"' a " " t ♦ = a " Y «- r ` n- - ' ^.. „ ^ " . - - _ , r , ^ „ - + `H` r"�4 N�`t'" .; ' ,t4',i> �Rr u _ ` ''""` n tN a Y' ar•'s s it r . ' ` "w . .. ` ' ... k _ , - s , 4 +pr},b ,h a.4- .A,` yt«i" `'1 - � ",r w i+ • . a , f"i° . , - _ � - , _ 1 ,,mss„ �• �-��'+n 'fr `i'. .s, ^ ` - � - ��' "th,',,w..w✓: •,-.`n, °r,� ter,.,"�� 'tF r « ...,, ,.r r-. " _ - ` ` f� lu -76AT4-1RODM, 80Y'5 DROOM <YYSS 5, v5n '♦ s .'F rm ^r' J 1, y't _ , .a j 5 ^'� ' t I r : .'"^ - ,r ' . .. ` , v r 4 ,. .. r V a - _ , • r ' a _ . ' •, ,w�,:•� t "y..rr °ab Fr �".!' "'"!"Y. �^ 14 `S•T �. ; - r ' n , , r x ^ r r. ' " � - 2E ° •' � ` ^ .. "./' In �eN� ro"7, f S�.t�;pi i*,- r 't•{4 �Y r •,.k r. t r, ' ' i» A '`$ a,. *Y^kn < Y w ~ • . .. ^ , , " 2 .. . y Y "v.'°4.��,f w a t-f,n�«4 ,1 w : .r s . i .. ., 4 . r » r •• r , .. , ^ ' . . p��-x'�F�"��fry ,�•a, „ a ,n . I.r ,.s't, "t'. a v n r . , . - r . r ♦ v V + }5 , T�-IROOM BULT`-/N Pm 1 '" f • r e�„' 7 .err Fah t,�~ .i r _1 `Ik- m`'' `.h a , ' < .. ' � '� Yq _ fi� { ' • , , . , " r x Y . « � .. ^ . r I 4'3 V4! ' 3`-O"X 3t-O 3'-0"1✓2° 22 X 3/4* 10 VT 61-0 vr Rd r C \ ` °�`\� .x m"t'* ,. "� -r _ `u - s ,An _, - ; '` - • - I�� ., " �y p -m r - - - � SHAMPOO R S G G INERT FOR ,` a-ay, �' J •,,,. ' ` . ❑ ❑Z ❑ WALL PER \ eta .•+Y „rA^ r 0 " " t,^1 .. < \ d t °':i •`,tip` 'p yr+4x ", a r. t " i+ r `' a,+, • w♦ r ,Y I, y " ^ " * " _ , , i,ra4i^`� , '` ,ri ` -t,'A `!r`jk -y,` ✓a Y ' - " - e fr, " - t. ` rer. 4 .. ^ . 1( "n' - ;x ART i"Ns - SOAP OO _ r;k,d rte' "cA,. i�^ 2 w �� s• Y' ,,, �x � 's,. � t F a.�_., __ "'_ .._ Room V20- S! e 4;��C�'s rp - .a•. WIVOW b- ti Y„Y k „ ' h a ` - ♦ q - ' ` " e _ I, �/_✓' I 6Lr s`M I. fo A �p _ +.,,,,SII,:. yf °fv_' r ri rw - .v." ; .. ' ♦ N of r ry , V ��.�',�-y■. ... " - _ „ _ I }��j ra) 40 Ul) ♦.x�gn,ti �Mn+' .'"'t "`,,vr'<°r,N;'T yM tea' 'i��"^r''Hd 'fit r`n 'f u ,✓ 41' , "Y'rt , ^•�•''�- " •^ w' , . I ' ; ' ' ' - I 6WE I t ` ` Y.w� �,✓ t',-'t 13A K T WVIN6 ROOM MASTER SUITS #� ct ,',,�+Yw,'•x ir+"rr v r4'",1 ~y`' x, .,•.. .i ,.. a r t .`ro- x r "w�wV r'I !7V'�D ..r. ,� - !�`F.t/FJ'✓LV H✓1 PER OVIER .i _ , TO LET. . PLUM" vox Aru � _ ORTER VMIT PER cn . corffER PER 11. x © U- s ,�,•' ' �'r*r .aAY "�'�;; _ , rf„"' 'in+ IBEDROCM �,,,�titi.'"';±(.•r.Y '^,,, +,,.•- �,.'' M �t ,t r.� t;° r ,,. Y� � r _ w _ i , ,• � " ,," 1y 4.,e�y.ek • " I _ `, .. � an. > , _ - f td` ^,"bk", a » ., '« ` ` J QQ•J ,�/�! F �� 0`W.'J}/� �(`y r /�A w .. ,. a EIAT�1 SNE_V6 cn PER OWNER O A/ C4 Q T•¢,. v4~' -Wf VH AY' 'i'. - n�rM r"e�' - Y - ' n� ' ,1 " "N,LT ` r"fr'• T J?" t r .n , _ ,. ., - .^ , , , _ - .. " , r w 5 Fm �"` ,`Y ;'� .♦ }37x TA t ^ ." v \/ ?�� 1r-3� 3 VT 4'-6' 4'-9° ` 31-3 1/22 w gys V2" 0'-3" .ves., .s V��rl', 4i`�I.,, mir '`- �'1< t 'y• �'y'Cd�' i 'Id lu �,., •.�,., d Y.. �:.. � ,1*, n.r �`IU01►/ BEAD �r;,`. ;a 0 Q r■-� `_Q. mow t+.b^ y,h uNw>`y^xM r,u♦" t- A i , , - ail7�f {'t 4• ^' N . _ _ wi r rc- - *'e^< hf>•s.�T�) �i Ji ''r` r _ .z � " I 4�-n �+ „ ,��J/�/ 7'Y''. �t#`;ry. v' n ! �'1.,^ 5 ✓��) "a by t 1 M�Ff t• _ v " _ _ - i i� ' o !" yV❑ a F Y rr,�`,w .a'1 4,Y♦ K xe...' `� � .. T - ,.< , _ _ �4.< .;�A 1 `R, «r3' -•Me a' :�w,' �� :r - ^i• ` ` A, _ , Q _ - ,r,• ;•• OSIiRE ^ UP -'[ a * Y` -'_,~, ,., ry . `4,. n+✓t n � - WOOD GAP° ' WOOD'GAP :iM•' .> . _ �y�q//,�y��•��y�r WY YOW" t _ ' AD �FM � '� ABOVE � , tt- ,, ' , `,�Yr v'�`'` "� . M• ALL +0 In a DOCK AND WALL 3H V7 " ' _ Q�n }��V'�.'�►.r�F WALL 7A r - {�� IBC PER Ow rep In _ X � - Ir'�� rw.�.�+-Y,+a�f � t = � ' `.:• �� .w � . . P' €. SKI o ENTRY "�' AvovE ❑ , , 0 A S 6E � • T ' R ' k - } . I k r �`:a- .``� Y' ^ wed„ °' <k' fir' - � ❑ .. - •1 - _ � .. - Y . �- *,'.�lr' .4N`" • 4 `. .. ,-3 _ •,. r , �a _ - 4 I��.iy`n - r C C.__ _. , in ABOW rbr w f,t Yry}W '} �n a 14L Yz..�, ^,` ., y , ,^.. ..�_ �.�_ .rte. ,. t'"' " _ ., •d ' _ , „�• i' t5.. of N r 'K""� •t`"e 'dr ,. - s '' �I,/{�� r. , , � m y ,fir- _ �p 4bj' s,"la" +lLb- yrt,� IJ+� -_� ��j�,/V�_JyJ{ •, h� r { j♦ k"y - y, _ ^51>„ - s r ' 1�� ...rl /gyp/®�/� �'�L. wv`4.w "'µr_ r1,{^ N-' ��'Y yr .. ,t r ... b�',J; +t" n , `i f�r I• v .... , . _ ` F -. j ��y1�'_u"�`�'ry'�- -- -c -w.rd''r nt c.. - " "S t , ^.r' ' • _ _ r ^A 6N/�f ,r- - ` W -� ,.x��Y""F •'t' � •tP , ,,. ., - - ` .. R '3k;' ._.. - ' _ � .Y'.• DRYER Vu+l PER LiVIN6 ROOM,, A N� Y " � UI WR 1 " DINING. f Z00M `ALL G AND Ava'E'T'S. AxTU�ES, MERIOR FtVFES PER OW ER'. �Q +'�;xr„ R 4 r„` 'l +•r' r f , � _ Lr9'E OF OVERI•'EAD 6ARA6E DOOR Y -r rr I� _ _ X _ _ - _ _ VERIFY Ai.l. G1..EARA1'iGES. - _ z 4 4 Y A'ISERT SEELYA'16 A80VE = C� RATB'163� AND P'EGN. EQIJPNEiyT F z w - / 111: ll. r- F V. R S st FIR OR-T. VET'ITQ.ATi01'I EGlURl3"EM u� cn' p FROM FLOOR N y /XAr 'r 1^` e4t' S• ,1^f� +_Y r , ( ,.t w }. , - ° dQ 6 �/� 4-`y_- cn a`..f«_ ♦y«,r° ., C"r ft '�nr rte'+ -{ - `�✓* RAISED PLATFORM N �� PER UV- :�F"~- ��5 '.'�`x. ;4',''` `�_. ° '" F u r • ° - w a � ode �u�+, _ �,-0,1 J� - - _ VHAt'�1DyI�A1tI PAp�L merWAN 21 � V i- DW. L - .,,�-,t-„�.�w,.,..,R-,.,....-,.rn,".-.,+,�r.•�.rns,,�..,...-� ..•°•.,",c -�...-,�-vas°n°" r, of ..ts„ e,p ,Y".. Y^K -'pF- t �`-�� . -",F^, `.'..r M', �1 -` a ` _ ` 'Y -+ ' Q„ � ❑": e'' `a1' �' � � k _ ' ii _ ,.(?t„'3,"^v?''N4"i`F` A,'!r Y` µr•A•-r rt I.ga a`t,4 S c!'. k' i « >, ' ` r A- r y r ' n ? ” .. `• r ^ y _ y T ' t r C �,r*a,a�"` m C� 4r^at's 'r' .�: r✓- _,',+v "`. 4_,'r , ,' .. _ a - r . ' r ^ a - ~ , - �_ .,, •t {{�`, dt�" +w# � P , • ,TY" f 4' ,+n ' na - . . . _ i �4'•b �, - _ , ' � r - i ' " , ,. A w r SUO V2" 37-0 V211' WOT;' TU � DEG Moon:"t K _ ~rwne LAzaR r— v °' �_At.I.ED .�; ' 'A ^;Y' ;k✓ y OR A►1t.� w vY SUPERIORT r�pl'G� p,•,jw y at' ';R r MIRROR' 71'16 v -r >3AL.GOrIY GO1.I�'Q'B PER ` 1 PER OWI`ER _.• _ w EX1 ERIOR ELEVATI01'IS 4 'i PtY �^ '�. "n'vf',• rµ f�«br.w , 71, ,� �' , y _ - > „ - , . " ' - ` -! � ' ♦ , a ' - e , f � h "">�rjY ' �- �� :w`"Pte.`�� r ��{{ '" r r r ' n ♦ a ., ` - " ` , w MK/tW W _ '00 L-AN �t «I l .j+�;f P», My* _ ' „��f., ; w .. �.I� „rt r r . r t" ' ,,. , , r ru r _ ,> x ' _ _ � - .. , - - .._ f �� ..�� r�t� .�, �� r �� r •• > Yft,!!. i'4i �CrY e1 Y ..h4«».` a `yv }r , ♦ an , ' _ .. _r ` ,.. „ r _ n , _y ^, - r a - , 1 ^' 4 r Y ' , a . - , , « ` , ��n }�.H�•i�N i .. _a _ vry. '` . x'. , y^y - �, . C Y'^ ' ... .• Y^ r , r . , * ^ . r ^ « ' • . w - - ., l - . _ r - , _ , '" , , ,< .• w�i , „ r f r ..^4.. v , , V s~ _" `` " r t``J - r� /J�^y (//�j� ///1�/� , _ ' _ r,, . „ . .. -' .. " „ f _ _ ' , a - ^ ' '^ � r t, " �1/ �Sr v `"f5 WMS _ "eery-wY} !.v ^^kA _ ' , ' ,. • ' _ w „ .. - h -N r e w « - " , 4 _ r � .. = r + '• _ . ., - .. ' - ' r ` R > s Le ` w-Y'` ,C♦Y .t Y' s'`{. -rf ' rEyr ^'T,, , _ ai";'r 'ts i~ 7 - ' r ° _ ' - �� t- nr iAf«,�,v .t ,.4 _ °.?"' r ,a ..r „ `f - , ..• r , a r r , , r . - p , a - r ^ 4 - ' a n .,. _ � _ r , n ry r _ r Y^,�e . -+tw.•r. �'+Y �-�'n ` "' , E' , { - ♦ t ., .^ _ , r '- � _. ". ` .. ` .. _ r ° r _ + � r a _ " ' ^y} '`` LL f^ n r ^tr`Y .. s , v , , » n " • .. r t , _ _ .. , n _ f'' ..5.° "f• i^ , ",+a ",rN .'t •• - , `.r "^`t Y. ., ` + ` ' f . 7,, � r ' y , - ° , ^ S r ,. ., r , ' al r s , - _ ' -" e > „j Y r r " ." - " .. •a.�a' I S,, d � _ Y w �w J 1 4 -. .. ^ " a r v- _, -^. y^ + ,.+ �-' w .. ` . . • r • , ^ N v ` - a , y , ' ♦` ,,,, • ' ' ' ` ., > r , C u � ,' + .r ' 'S Sr. .i " 'M1V• . °Ia "' s .,a re r 1 " •' "i1 f` ` � r R« _ _ • ,. e ' ` r !" . ". .. , - rR ,M , ^..n . , P » _ , r . ,- . , I • , -v 2 ^ .y., > _ f r _ - i S yS, v A Y. ,r a r , l• 'Y n r r X 'J`' e 2t .. a - - ,. I ^ + - , v t d« J ,1 ♦ a c . f , y g t' Y;r r. ^ 1 t tr .' #t» ,.r - r ' • a , v ,. , , - r , v Y e - t „ r '4 a r ,. ! r {' r - , . i`n w , , t ,. c r - -♦, .- I „ t _ r. °„ , r ' . .. - , - a w ,, ' x"' « r • _ (t I V/ � •r ,,Z W V' H > WINDOW SCIIPE 7UL_E Q W o cr. MARK OATAL.06 NUM5ER a A 03654 5 03648-2 G 63672 2aL.0" D 63654-3 O E 03634-2 2L1A 2OL& 4".5" v Q a F 03642-2 g 1/2B r m L.� 6 03660 7L9 3/41 3L0 V2B v 6t-0 1/21 X - RA. 3L3 3/41 6 0 X 6Lo v2B O z N N A3630-21 Flo. u- O s J A3016-11 F Q 0 �00� CJ' CiPF-�UL_E W m Q Z C� Q cc K A4818-21 in MARIG DI=SORIPTION z = J �,,; L A3618-21 W ~ V LL �'— a N m A3624-11 i m 1 AS SPECIFIED O O W z SOLID GORE RAISED PANEL AS J a) _j N A9624-11 2 P A4818-11 0 � I SPECIFIED Z W � m 0 PAIR 5OL-V Q NOT USED a°c GL.OS T 3 AS SPECIFIED � J CV O V c C, R GP7254-11 I SUITE #2 PAIR 51-FOLD DOORS AS SPECIFIED —i W r V W T m 4 Q V 5 5W3068 (PATIO DOOR) T "ROTO-ROOF" N-17 SKYLIT g 2" €v M 2 N 5 POCKET DOOR AS SPECIFIED z 0 c o I o W AA - QQ CUSTOM WINDOWS-SEE SELO m �2 0 WOOD INSULATED OVERHEAD GARAGE DOOR Q fn W RECESSED /�� DEG N m 6 W/ OPERATOR 8� ACTIVATORS - w O �R 0R W/D FLUE 13mc CTYFa 7 6,I-A55 SHOWER OOR PER J Q N R TESNOw SH WER 'Q Q > 1 - PROVIDE EGRESS HARDWARE 2° gD TO DECK Q 1 2 - PROVIDE TEMPERED 6LAZIN6 •' L MN m LL o m 2° • 10 - APPROVE ALL STYLES, FIN15NE5 AND PRODUCTS O v "POZZI� BRONZE TONE GLAD PRODUCTS 76 2B io WITH OWNER IN ADVANCE INGLUDIN& PRIGIN6,. PER U5G & FEDERAL 6LAZIN& ACT m g 1/2" 61-7 2 3L6B 10'-1" g V2B 3'-n Vr SLOB o * PROVIDE HOUR ASSEMBLY AT GARAGE DOOR j gD NOTE, NO REAPER > OVER FOCI<r=7r DOOR �-. O OFEM& N F- 0 in �, a 0 + 2° 12 m �IA1�WA{� SG�IDUL- � 10 A �-•dR0 M F as sue. Iow F MARIG DESCRIPTION 10 o N a WOOD KEYED LOGKSET. DEADSOLT. 1 1/2 PR. BUTT oo A HINGES, THRESHOLD, WEATHERSTRIPPING. m 'X2 + T�..Y KNOSSET. 1 1/2 PR. BUTT HINGES. DOOR m 5 STOP AND SILENCERS N m C PAIR PULLS, HEAD/FOOT TRACK, r PAIR JAMS BUMPERS 3LSB 3L3B ° PULL, HEAD/FOOT TRACK, 6'-0" I � R D JAMS BUMPER, POCKET DOOR HARDWARE Jfl In T I OW E PRIVACY LOGKSET, 1 1/2 PR. BUTT HINGES, DOOR STOP AND SILENCERS - AA G G F KEYED LOGKSET. 1 1/2 PR. BUTT HINGES, 01-05URE, THRESHOLD, WF-ATPE95TP-PPM 711 " 6l-A55 SHOWER DOOR HARDWARE �E T�Rr� PER MANUFACTURER � o 0 Lo 12 N N 10 10 12 R w UJ I I 10 ` (j F- 'd• * 10 U 0 M x cc ° W ZOO � � H Z M oco m 6'-O" SLOB 3ti-O" t3 V2 L3 V Q 0 TNlfi�l� L_oo fi�L_AN �V 66 � JJ Q W 0 m 1/4„ 1,-0„ oc N ro ZI— ' Ow ma c ° (n t " w co - � .2 12 —NOTE— ALL INTERIOR FINISHES PER OWNER ,t x o m 10 10 10 F 10 —COORDINATE CADINETS, TOPS, PLUM13IN6, FIXTURES, AND Q a FINISHES PER OWNER z 2L10 VT 2L7 1/2B GLOB Y SLOB SLOB 6L00 Q J—J-- mm NOTE= INTERIOR W VOW ONLY 51N&I-E &LAZING REOURED O VERIFY WITH OWNER U CUSTOM WINDOW LDIA6.7f;ZAMS > — VERIFY ALL AN6LE5 AND DIMENSIONS IN ADVANCE W > ! LL �/ �y v I II � I G4-0MPEY FLUE TERMNAL 001..D-R07F RIDGE TO MATCH 5UI3-FASG4A COLOR VENT PER DETAIL GOLD-ROOF RIDGE VENT PER DETAIL METAL ROOF OVER MEMBRANE WATERPROOFING A5 SPECIFIED \ T.O.SEAM +108'-7" METAL 6 5 5PEG�D ME / \ MA K71-16NT5 AS SNOWI'I ML LOG COLI�fl`I�' AND WOOD GAPS 1 2X12 OVER 2X4 WOOD L0G5 PAINTED TO TO MATCH FASCIA COLOR I f FASCIAS P AS NN ® MATCH FASCIAS & 50FF115 5 WOOD SIDING C4 SHOWN STAINED AS SG4-<mULED ® LOG GOLUMN5 AND WOOD TOP PLATE +96'-2" OVER 2PAINTE WOOD S ASGwS WOOD O WOOD SVM AS SHOWN GAPS TO MATCH FASCIA COLOR T STAINED AS RALING GAP & METAL RAIL RAIL.IN6 GAP & METAL RAIL OF RAILING GAP & METAL RAIL TO MATCH SUS-FASCIA COLOR a a A TO MATCH SU5-FASGIA COLOR i Its/ 5 G i WOOD WINDOW TRIM TO MATCH SUS-FASGA COLOR TO MATC.I-I FASCAS FLOOR +8d'-P EX5T' &RADE rl NATVE FELD STONE 51RONZE GLAD WIND . VENEER AS SHOWN TYPICAL AS SHOWN ❑ OPTION FOR 51TE EX5TING GRAPE I a COVERA&E VARIANCE FIP1514 FLOOR 79'-O" EXTENDED ROOF FIPfSH GRADE EXISTII'IG GRAD STUCCO S'fST1=M AS SPEGD OVER ENTRANCE — STAIRS OIL CONCRETE SLAB 76'-O" L TIVE FIELD 510'E - !� FIN15N GRADE VENEER A SHOWN DOTTED LIM 1 — — — — — — FOUNDATION ,_Lr i� — — — _—�(ON W� SE'(OND) ,1— SHOWN DOTTED � I� �-� SouT� F-EtVATION YJ 1/611 11-011 EAST FL-EVATION OOLORS LEGEND WOOD 510ff`IG OLT. STAN #911 ON CEDAR RETT� WALL STUCCO "STO" #11504 GRAY FASCIAS, WINDOW TRIM. OLT. STAIN 'MONTERET 6RAr SOFFITS. SALCONT GAPS WOOD SL L5' NOD KWAL 55440 "OKRA" WOOD WINDOWS ALUMQ`ll"I GLAD "BRONZE" METAL ROOF AE P. 'WE iLOCK GREEN" 5TONE PER OWNER y ! 1 OPTION FOR SITE I GOVERA&E VARIANCE EXTENDED ROOF CO1..D-ROOF RIDGE T YCj"-FT qCOLOR OVER ENTRANCE VENT PER DETAIL GOLD-ROOF RIDGE STAIRS T.O.RID&E SEAM +112'-6n VENT PER DETAIL METAL ROOF OVER MEMSRAPE n .�. WATERPROOFING AS 5PEC49M T.O.DORM�R BEAM +I11'-7 1/2 * / RS. WOOD TRELLIS AS 5N0 METAL ROOF OVER ME-SRANE WATERPROOFING AS SPECIFIED 000 OIL TOP PLATE +105'-3n DD f L065 PAINTED TO , 2X12 ED 2X4 WOOD FASCIAS PANTED A5 LED CI 2X12 OVER 2X4 WOOD FASAS MATGI-1 FASCIAS & SOFFrfS � PAINTED AS SG}-IEDULED vot TOP PLATE +100'-2n N WOOD WINDOW TRIM WOOD SIDING AS SHOWN WOOD 51DING AS 5NOWN TO MATCH FASCIAS \ STAINED A SIDULE J � 00 STANED AS 5G4� ULED F NI514 FLOOR +97'-2n T � 0- � � RAILf6 AP TO MT AS SHOWN LOG COLUMNS AND WOOD Sly-FASCIA COLOR \ GAPS TO MATCH FASCIA COLOR WOOD WrvOW TRIM I TO MATCH FASCIAS to A► RAWPI6 GAP TO MATCH 5LID-FA5GIA COLOR U a 0 x RAILIr* GAP & METAL RAIL 5 TTPICAL AS SHOWN 0W5 } z cv ts. '-- TO MATCH SIB-FASGA COLOR FIl`%4 FLOOR +OC'-1fi-'" _ L. _ Z d L06 GOLU�INS AND WOOD GAPS Q VENEER AS 5NOWN L!I`E OF FI1`IS4-TIED t - A []D Z NATIVE FIELD STOPS — I ® TO MATCH FASCIA GOL•OR r t a GRADE I . . ni p.o - �' NATVE FIELDSTONE H 'M" ot CONCRETE SL A-5-+-79'-0n �I — VENEER AS SHOWI`1 J < 40� LINE OF FM PEP WATERPROOFING 575TEM wrw Z a &RAVE V2n PROTECTION 50ARD AT - — — — — — — — — — — EXiS'11N6 GRADE z I ALL FOUNDATION WALLS OF _ LVM AREAS 5E1-OW GRADE FIPISH GRADE Y LM OF Dp TION AM&S i5 � �--� SOL OR DIRTWELL � oW1 WEST EuEVATION cc y a -- - 1/811 11_pn Il— m NOi-T�4 ELEVATION Van = 11-01 I l r / -0 J U N 2 592 00ir o e m ent s �6203 8 ttt,t� N Fn No 4 Rebor � u, cA ooR V P5\\C, g N I ! 0 0 i ny n l\ /FLD t,o/ O¢g(, EGon I hereby certify that this improvement location certificate was prepared JOR iJnd X50 for the mortgage lender and the title insurance company, that it is not a 6, ,�� land survey plat or improvement survey plat,, and that it is not to be relied N\ 1 8100 upon for the establishment of fence, building, or otter future improvement 0 0 lines. I further certify that the improvements on tte above described parcel .569 1 on this date, except utility connections, are entirely within the boundaries ►► / of the parcel , except as shown, that there are no encroachments upon the 8 5 O �2 'O8 described premises by improvements on any adjoining Fremises, except as 110A 0 indicated, and that there is no apparent evidence or sign of any easement 1".0 4,0 - crossing or burdening any part of said parcel , except as noted. L ?' ' 0A0 This certificate does not constitute a title search ty Inter-Mountain Engineering to determine ownership or easements of record. For X11 information regarding I � easements, rights-of-way or title of record, Inter-Mountain Engineering CNAM ON relied upon the Plat of VAIL' DAS SCHONE FILING N0. 1. \\\\�O�P1�1olIR1�t1!/r' BASIS OF ELEVATION p°F'°' NOTICE: According to Colorado law you must commence any legal action based upor any defect in this survey MH A = /26: 4.2 DEhnegVq finger '�! 5 & P. .S. 26626 within three years after ycu first discover such defect. RIM = 7972.34 = �" 66 nt In no event, may any actioi based upon any defect in this survey be commenced more than ten years from the date of certification shown hereon. ••� �v° nmmm� • "M nevi ms — - - - f sa+ieo eve /�y � \�� PnorEa Ns 9225 7 S _I7_g ADDED DECKS d Ccv N'ALLS IMPROVEMENT LOCATION CERTIFICATE , WC ' °"' R"W 5/27/92 P asox 978 ItMt � 1420 VANCE STREET AVON.COLO.8iB20 LAKEVVOOO.COLQ90213 C-25-9 ADDING RIDGE ELEV LOT l2 BLOCK A KEp We = 20 c303r949-5072 ' Ltd. L303r232-0158 VA/L OAS SiCHONE F/L/l�G NO. / DOF TOWN OF VAIL EAGLE COfJNTY COLORADO oorc 49 P�oc 267 — '"E� �° !OF l • _ r I ` 1 T y � r ` LO M ti O .. Town of Vail Commusity w C) Development 1 ,v H > Q W po Build Health Fire o Cl ❑ J approved O I ❑ ❑ 0'` O Validity of P,- 11111 ,s Sec 303 (c) 19 U U G 0 aroval of plans Aid Q 'v The issuance or granting of a permit or app specifications shall not be construed ttie peovisonms off this co;ie r > approval of, any violation of any f Q m TL �'�-101`IE SEVIG TO or of any other ordinance of the iurisdication The issuance of O J 13UILDIN6 PER UTILITY G0. a permit based upon plans, specifications and other data shall L—ANDSGAPE L.E6END: not prevent the building official from thereafter requiring the � Q Z 0 , correction of errors in said plans, specifications and other W M a V t data " V 1�'•� Q Z MARK NAME SIZE DATE• 5OULDER RETAININ6 0 O W WALL SPOWN THUSLY EXISTIN6 0 0 0 W Z M QA QUAKING ASPEN 2"-3"GAL. 7o_c8 79, 6 7994 7 92 79 0 79 8 798 7984 GRAVEL DRIVE WITI-I 75,80 7978 7976 7,970 pJp z 0 `� ` / II TIMER BORDER 0 = _ V L WP W�-�IITE PINE 6'-8' TR�AI��ORt�R PHONE N TR SP E`IGLOSURE FOR FOUND #5 / t- W a r RD REDTWI6 DOGWOOD 5 GAL. 8000 r�-rJ=R I / Qn fly'TP UNITS UNDER REBAR W/ I 1 Q W CD o T.V. PED. \ J y I S 31 °23 2 _ ` 57AI LANDIN6 PLASTIC l / Z V F V . _ JP JAGKMAN S POTENTILLA 5 GAL. lu v I l E 1 86" Q CAP O O U� Q o V I J \LS 124881 W > I I 3 o w `a lu I/ — 5 EA- — I— — — — J t LANDSCAPE 6ENERAL NOTES: Q v / 'I I / I / Q > >— I Q :a LL ° o *a3 1.) PROVIDE AUTOMATIC IRRIGATION SYSTEM AS / / I J A I / / GAS SERVICE l" {. 0 �Q� I I +B4 2 aUl-t�6 PER t�'T'RO ALLOWED 13Y SOILS ENGINEER. v "' / / I / 1 (v / DISTRICT UPG Z ., .— — 2.) REVE6ETATE ALL GONSTRUGTION SOARS . . ' . . WITH NATIVE GRASSES AS SPECIFIED. 3 0 �-- - ;� ' ASPHALT DRIVE r ., 0 I bD � Sr, 4N TPUS1..Y y I— .`z z +76 QA / 4 3.) PROTECT SITE FROM EROSION CONTROL DURING / I / +� +83 I '� +7411-61 ' /�' °� CONSTRUCTION AS MAY 5E REQUIRED. / / � � � — UP _ � /� I I j / J / wP 5�ER PSERERyK,Er METRO I / ' ,` ►� DISTRICT & UPC >; QA / v WATER 5ERVICE TO 2 8uwln6 PER METRO DIS ICT UPC 7� + '_On TT EXISTING TOP06RAPPY o / — . SHOWN TPUSLY�/ ID&E 13r=A _7 / 7s / A Q t. ILI r +-75--100. 5,- E I a o IL w I ROOF > of DEC C I CO 1 / �t�` � Ai30VE` 1`IEW AY lU Q 3 O C\J CV cr L0 LO IL JL a=te' Cn z FINISI•-IED TOP06RAPPY I / �L '� QA �� I V c� c X 0 SI TE. L A I I SPOWN THUSLY v NA'nve / I W z 0 Q I +e2 +72 — z 0 U- I ;_ n �- CJ' GALE: ]\811=11_O11 / / 4 O IDE GOIRETE ° z m 0 / + — — — I DRAIN 6E PAN _ m a. - / — — — — U QA ! Q L LOT 12 I POST = 09'58-4-1 ss N CO 0 O j� /� ) FOUND I 5`32'13,3811 E I 117.19 I –7 R = 137.80' Z Co J I` f--� ( REBAR I I FOUND #5 1 FOUND #,5 I L = 2-1.00' O W � C I I I I 13OULDERI RETAINING I I I PL,4S�C CAP I ALBMINUM I fn w CO 8446 SQ. FT. I I WALL SI,IOWN THUSLY I I LS 12488 LS 1204 V ' ° ° a I I I r I I I � co 00 0-19 A`GRE 7998 7996 7994 7992 7990 7988 7986 7984 7982 7980 7978 7976 7974 7972 Q a 7972 Z 13UILDIN6 TO 5E LOCATED 0 5T LICENSED SURVEYOR. r BRSIS OF ry EL E VR T ION To 74,) ��o�� Q C\\, MRNHOLE R-126.42 ✓, �� RIM EL E V=7972,34 /�. �'sc�rj�' /19 k Q INV OUT= 7964.02 �..er V f M `T s r1 / / f ^O '/ /t/D�� CI G'.^i'J aF•` f/'7 /si`J c.+, -d ` 4�n ' - z o,s LL 1 ` _{ JJ ) T T 281-On 0) 00 20t-On SWOWER STALL INSERT Z SHAMPOO BELOW _ F5rnW-/O�WER HEAD PER O ro NJ OWNER y LL� 2\\ r / Q W s c � Iv 20 13ATPFZOOM o OC aLwow ❑ 76 131-7 V7 2 3 v N + m f3OY'5 5EDROOM st �+ HEAD r 31-10' 41 0 C &10 F r cc ❑ 3ATPROOM ti 5UL-T-iN! ai Q p Q y '� sWEr_Um6 .0 m O z J cc 5 V2" 51/28 x b� PER OWNER x 11.. ® w � U2" 6t-O V2° 4t3 U4" 3t-O"X 3t-O V2 3t-O U2° 'M 3/4° C � X 4L6 V2 KO. 3/4" '-O V2° 61-0 V2° €� 22 W m �( z V w 2 R K2 2E 4 g< V = v � a F ry A SlU-D�'fb z am: � INSERT FOR i — — — � — W � C•� LL I'. a _ z P Rov I D E P AISP-� X ' m SHAMPOO ON � ?c � � � O O W = � m -I�IKSHoLD AS REQ N m OWNER 3 °'i \ z Q !j!1 LIP Ia�T t1 DER �' " Ol 0 6181-'S BEDROOM O i(�� N = 76 FOR N F " —� W T (� W 0 2 5 0wr� m F (� Q U �-,. U� co + o SOAP/5WAMPOO N ` " `/ d " 10 x n F '4 z 0 ATE-IROOM 40 m 26 O ��i ! �1 Q O ¢ Q Y Fr--] V2° St- V2" 3t-6° V2" nL 3n 5 V2" N !_ .° .� m . ,([� � �/ .. .� WINDOW WAD � � I _W_ REF _ - �� .__v.u�� ti W � . °F X HE1614T - Dt-O° H:, ".5D m O f �,1 p W J 0 a '� PRovIPS MF4IaDJ.lICAL { a. Q > VFIN4 I.ATiow rm i t MASTER SUITE #1 N r- # St'3" 3 V2a 6'-P 2t-o� 3 TOWN fZ6�ttJItZg1'1FJ.1T '� Town of Vail Commu�lty Q �✓ o� Development x WtVOW HEAD RECESSED WOT/GOLD SD 4 2E i 5D Build ealth Elie O ° H � HE16WT - eta❑ TO LET w1/D RDR v>=rrr BOX usG. N 113A �� (� \`�� UVI1`I6 ROOM p z �+ 0 x r 51"Jr, ,XV A1� INTERIOR i -ES pro", E oil PER OWNER O + LINEN F I O �` Ol S I— ( u l 5WELViN6 r c' 24 PIZOVIvE PAI2 SuDING ,�o X PER O e t m PocK>r7-CzLb --Dooms a ❑ OWNERS 2 m m EDR00 t�Erz -rower esumil e ;SS 4 ; C P 4� � �nd N O � \C� 1� lens p POWDER v — — O4G 1O — — �Init or a�Qroval P u ranting of a p ern t for, or d- 2 O o o " 3-4 the rsuance ©r g provisions of this COLIC Ol - €v I wecgficatlons shall not be construed to be a p N REF. m „� of the p issuance of �G�rovai of, any vlolat�on of any urisdlcattion. Th �+ 5 €v V — BUS V2° 8t3° �.vrs 3t'2" F � 4 TF3 ZB c+-1 V2• 5 1/2-, � I s s ecrflcafions and of re data shall BUS, F w 2E - of any other ordinance of the j eQumng trie R m 3 PER OWI' R m 5 V2° o g offlcia r oif►catlo and other I WQyDOW F�J1D O n x ( LED6E OF HALF qL I 2 not P erro said plans, Spec WEi6i-R - S�-3* I F HEI61dr FOUNDATION O � correctio N�f W WALL 6 F �r oa a � STOP. m SAT E ti TR�SI-I IT P N o n1A I � — " - f� CLOSURE RS RE PEMETIrS ILI tr WOOD GAP L°J2 WQ'VOW WEAR ABOVE EE -_ --- PROVE ONE HOUR WOOD CAP S O J I ( m HALF WALL DOOR AND WALL ; m `0 4 O t coo — PER OVER o lA �p _ — f RATED A55E BLT F � Iq x b >r � KI ENTRY F 15TORA&E °� O" 19-6 5 61-11" 5 U2" co 0 t4 x I I I I 61�TOR7—�_ j cc 0 0 f — — — — — — 6ARA&E cc I r f\9 ® ® BOX O 0- to In ABOVE ® ® ,j �'� .. W 1 I (v n ABOVE ' ( , ( v. SX, `� DRYER VENT PER I 0 SKYLrrE ABOVE �- �� 1 � a co Z �f' d' AL16N W rW ' r in F- CD Vo wrVOW —Z_ i D L UNDRY U 0 co X ° L L VIN ROOM W z o Q DINING ZOOM I a WALK �-- z CO U. o F ALL CABINETS. FVrURES. AND F I co B•tTERIOR PER Owrt-R I o — — — — — — — E 2e _ ¢ m LO'E OF OVER-EAD GARAGE DOOR x ID (/ 0 fi m p V m o a ❑ INSERTT SWWELFVIN6 T❑/ " I I - Q ° W � ` v ____� - o FIREPLACE OR T. \ I i le" RAISED PLATFORM ? N m c p LOCATE 43* FR FLOOR I PER Lao. I 0 r w 6' \ I 3t-6 4'-O" VER Y ALL GLEARAT'IGEa. CHANIGA 4 4t-O" r-o^ Z 11 .0 A =� RATMPS. AND Mil F IPN1ETtr U _ V A�/� . IN ADVAI Ce I � Q LU W M HANDRAIL PER UBG. v G __. � �__.,. _ . _T ,._ � _ � m � ~ 0 °° 1 V2' VIA. PIPE "° , -7oX 1&- 0 = � It x J U ,'. 0 0 _ ' r _ _ � room Qom---vENr rEGWAnG N a d in — — — PTO NN Fr-� a Z W&E OF - O © ® a I GONIGRETE WALK 0 5 5 T 2'-9 V4° f V4 61-0 V2" St-O" 3t-O" 3t-O U2" 31-0 V2" fyy /f I n 23'-6 3'-6A 10'-O" I Y X - RA. X- R0. X - RA. X - RD. `� 6 n 1'-O" POT TUB DECK *THE LAzER�_ ST "50 10°0' 6R" I Sr� T Oft OWNER �Ra LW. WtTH I PER OWNER I BALCONY CoLU" PER I I EXTERIOR ELEVATIONS GUARDRAIL AROI S DECK �� OC - � PER EL.EVA?10T'�,�. 6TLTI01't — — — — — — — O AND LBO. N EME of I I-- T ORNEWAT (� WNE! OF DECK ABOVE — /S-r- `� I ��73 11� L _ 1�6 �� 4t-o� — — — — — — — — � /t �2� � > 141101J961 g-196'2- SECOND FL-OOfP--- FLAN � ST F�oo� PLAN � L� o Q . 1/4„ 1,_O„ 1/4n - 11—O„ °� o > z -` z � w u. m w O C0 • a - , Z a w' cn WINDOW SCIPEEPUL-F o a MARK GATA1_06 NUM5ER P . A 65654 J S 03640-2 G 63672 2B+_00 O Ga654-3 s 0 10 c3654-2 2-11' WLV 4uY , > 63642-2 4 6 1/2' ♦- m '7'-9 3/4" S-O V2" 6'-O VZn X - R.O. 3'3 3/4n m Q 6 63660 X 61.0 W Cr. H A3630-21 J A3016-11 ❑ a POOR SGPEHPUL- = UJ ( e . K A44118-21 in IMARK D SGRI}�TIOI`1 V Z''- a �-*- L A3618-21 �.L� (a (�. �•,,, °, 1 A5 5MC FED 0° y M A3624-11 SOLp? GORE RAISED PA1`EI.. AS ;� Q W " ~' N A9624-11 I t•�' .,� 2 SPEGiFED' - Cn Z• r P A4616-11 W V GLOS T 5 PAIR SOLID GORE jx - �, " .. .. - V- . a` _ ct C 3Co42-3 ( MA AS S� N ` .. PAIR 5-FOLD DOORS A5 5PEGIFM -� W- "'�` V - 111 ° ° R GP7254-11 SUITE #2 m 4 ,� ' - 5 5W3068 (PATIO DOOR) 4 c M POCKET DOOR A5 5PECIFM- 0 c T "ROTO-ROOF" P-17 5KY � , pd j� � � � � � 5 ®2 WOOD INSULATED OVER 4F-AD,6ARA&E DOOR ' AA - QQ CUSTOM WINDOWS-SE5 8E1.0 m v RED �orioow DEG p m 6 W/ OPERATOR ACTIVATORS SHOWER STALL _ o W J f3OX U73 &L-AS5 5HOWER DOOR PER' ' PER °� W/D m 7 SHOWER MANUFACTURER 1 - PROVIDE E6RE55 HARDWARE 2° DU TR vwKIaRESN01v ❑ �"( >` 'r ZZ M d ` CL 2 - PROVIDE TEMPERED 6LAZIN6 a rl,. k V m 20 � 10 �-� APPROVE ALL. STYLES, FI1`9S�-E5 AND PRODUCTS _ " _Q "POZZI" BRONZE TOI`E GLAD PRODUCTS 76 p ; WITH OWNER D`I ADVANCE 11`IGLUDIN6 PER USG & FEDERAL 6L.AZI16 ACT m i/2" 6 3t-6n 10'-1" 61/2' 3t-11 Vr SLOB m ' PROVIDE 1 HOUR A55EM I-Y AT 6ARA&E DOOR � 6� I� no p PER uSG , OVER FOG DOOR �. OFEI N& �! in 12 Ot A BIRO M 10 10 sue. O,, — MARK DESCRIPTION _ A KEYED L.OGK5ET, I-91`I6E5. TNRE�-fOLODET T�-IER51'2RIPPKPi�6. - wooD 1=RArnS i�R ® w `o m 'X2 TI-u5LY n KNOSSET, 11/2 PR St.rTT H1fi6ES, DOOR in STOP AND SILENCERS `LP a m _ C PAIR PULL5. HEAD/FOOT TRACK. v PAIR JAMS 5111MRS 3t-3" 3t3n D PULA, �AD/FOOT TRACK, 6L0" n I � JANE SIMPER, POCKET DOOR HARDWARE in I PRIVACY LOCKSET. 1 1/2 PR. BUTT HIN&E5, T OW E DOOR STOP AND SII ZMERS AA C C 1 1/2 PR. Slm HII`IEsES, F KEYED LOGKSET. I CLOSE, T1-IRESHOLO, WEATHE95TRIPPIN& _ 6LA55 SHOWER DOOR HARDWARE ' `- E�fdRY"GTd11 — 6 PER MANUFACTURER V 0 00 - 1? 12 O N N 10 10 12 �- M to W 1/) ' {L F* Q� 10 V a co X w z_ 0Q mm MLL �•— z ° -00 t.3 Y b 6L-O" L3 V 2txr 2-9" T�I �OI I I ( N Town of Vall CommuRlty V ' 0. o OJ.—A I I Development ° C 67 1 J Heal, F1re Q 1/4" s 1'-O' ,� '~ � -� " Platt Build ` E3 O Z a w o 7 p © 0 owe to 12 12 12 -NOTE- ALL INTERIOR FINISHES PER OWNER d v o �° INIS 10 10 10 10 b -COORDINATE CABINETS, TOPS, PLUMSIN6, FIxTURES, AND se 303 (c) i9 erU,B.C. s any m a a F9NISPES PER OWNER permit or approval of plan Z `t INN d d specifications shall not be of a construed to be a permit for, or al' O violation of any of the provisions of this code > S approval of, any -0 or of any other ordinance of the eciticatiionst�and other data sh 1 a permit based upon plans, p requiring not prevent the building official from the ifacat onsand tM e �� 1/2° �� 1/2' 61.0" correction of errors in said plans, sp SLOB 3+-O" 6+-O" data." Q DATE' ::: 7 l�C l�C KK 1-1- MM NN NOr� INTERIOR WINDOW ONLY SIN&LE 6LAZIN6 REQURED VERIFY WITH OWNER CUSTOM WINDOW �IA67FZAMS > - VERIFY ALL AN61-E5 AND 0V Ei`ISION5 IN ADVANCE Y4" 1'-O" a o til� z > z ,U u. - 0 s Ir CO MAL 061 P' ROOF OVE lilt rC4&*'8ROM C4-4D MA AM W04V 4406 cc Ilium LL IM 2X4 WOOD FASCAS,:- 0 , Liu I TOP PLATS,+961-21t FArf= AS SHOW T0 4 MAC TM AM WOOP STA"M AS a, WOOD WnvW *M TO,�%TC44 FASaAS gem TO MATC�4 SL"ASaA COLOR LU VMNM-g AS SHOWN TYMAI- AS SHOWN now o OPTION f=c co now OF W My, LINE DOI [ED _4 EVA L-o TION TIO e V 1A r Sri WOOD,IXO-FASO� co 0 Lo OPTION FOR SITE Fc to Lo VEM PER OETAL:-\ CoOW>i;tOOF FID60 5TAJF;tS VENT FER M_7AL_ METAL- ROOF OVER MEMPANE T.ODORMEER 5MAM +17-7 1/2" K5. WOOP TREL.L15 AS METAL- ROOF OVER MEMBRANE WATERFROOFM AS 5F5C4F1MP---,,, 00 40J 000 4D 2X12 OVER 2X4 WOOD FI5 co- 2X12 OVER 2X4 WOOD FI5 o L-065 PAINTM TO FAMED AS SC4-EVUL-ED cr., N.- WOOD WINPOW TRIM WOOD 5=16 AS SHOWN 0 WOOP SPIN& A5 SHOWN 5TAJNMD AS SC4-�� _0 LO& COLU-tS AM WOOD CAM VENEER AS 5HOWN� TO MTC-W 171 COLOR LINE OF FINS-M NATIVE MM_V STONE VEMMR AS SHOWN &RADE 1/r FROTWTION DOARD AT SHOWN DOTTED LIVM AREAS DEL" &RAM KISH T I I w LL. W 0 Y e »� I_ METAL. ZOOFIt`I6 AND N�RANr= � u^Z, ' • UNDERLAYNENT ON, s • • J- Y EXTEND WATERPROOFING NE"ERANE F Y WOO ROOF DECK AS SHOWN UP AND OVER CONTrtlOUS - BL001<41l6 AS SHOWN EACH SIDE W Y 2X4 SLEEPERS ON EDGE AS SHOWN 2X4 SLEEPERS ON MATCHING TRIM BOARD AND ED6M AS SHOWN OVER INSECT SCREEN GONTII`L IOU5 PLYWOOD ROOF DECK 2X6 BLOCKING - - �. METAL ROOFING 0 A5 REQUIRED INSULATION AS VER PROVIDE CONTIi'LJOU5 A LED AT WATERPROOF MEMDRA1`E WATERPR001-">hb _ y ' FLA5WN6 AT CL•ERE5TORY ROOF JOIST5 OVER GOLD ROOF WINDOW SILLS A5 A GONSTRUGTION A5 m MAY 5E REQUIRED 5PEGIFD rt- ' / GOIYrRAGTOR SHALL. BE EXCLUSIVE.-Y RIDGE BEAM PER FRAMNG DIAGRAM RESPON5ELE FOR THE CONTINUOUS 0 - ° 0 Q 0° FLOW OF GOLD ROOF VENTIALTION Q Z T.O. AM +133,_0„ FoR ALL AREAS of THE ROOF ;i.L. e� _ � � (� Z . w < a T.O. 13EAM 132'-7 1/2" GOL17 X00 , �ID6 :r (BATHROOM AND BEDROOM A SGAL.E• � j*+�r' ;�;' -� , DORI"ER5 ONLY) (� . :M1� T Q Z- METAL ROOFII`IG OVER NENERANE UNDER- AS SPECIFIED INSTALLED IN ••••, , W ` •, STRICT ACCORDANCE WITH MF � : Z-. " REQUIREMENTS ME-7�1 SANE WATERPROOFING W 12 T.0.3AM +12q'—�" 2X4 WooD SLEEPERS oN EDGE As sP +RI'" _ ze 4�.1.RU55E5 AS SHOWN OVER PLYWOOD ROOF DECK SPECIFIED UP ROOF Q c° - '12 DECK MP�"RJ"I 6" AS -c ..6j - 4( W, t O LATE +120,_3„ T.O.5EAM +120'-7 1/2" SHOWN wrrH 21 AM r ^ TOP� �o � F�RA�1�6�DIA�GR � (BATHROOM AND BOOM (ENrRY DORMER ONLY) 2x12 OVER AATT INSULATION �� - , DORMERS ONLY) 2x6 FASCIAS AS � +CC _ �OPEN TRL55ES CONSTRUCTED WITH 5GRMN AT I TAKE V�ATIOI`I -NEE 4X L IAER. FOR FOR TI-E GOLD ROOF FLOW - c �. SHAPE REFER TO n WALL PER OWNER ° ' IOR W EAST ELEVATION ' ° . - `' • =Z A5 SCHEDULED CRY SOFFIT cry f, T11 3/0" PLYWOOD SoFFI'f y VERIFY WITH 0 AND 1X TRM BOARD AS SHOWN TO MATCH WALL S1DIN6 TOP PLATE +121,_2„ ,r (THIRD FLOOR ONLY) T.01-06 f3EAM +120'-4. 1/2" 001_0 {GOOF SAVE (EMRY DORMER ONLY) SCALE. 3/4TM-1'-o" ` F ALL INTERIOR (TWRD FLOOR ONLY) A 5 nR INISP FL-00R +118'-2" . owI�ER " L06 SEAM A5 5PEGIFED SF�URE 2X6 DFGKIN6 TOE' '1-ATE +11�'-2" / - — — SPA°-R°oW1 R SY 5TR.WTURAL DRAWIN65 To PALLET sLE s ZX WOOD GAP CT7Pa WITH GALVArMW SCREWS 3/4" PLYWOOD DECK OVER �SIZES,AM p GA511'ETS PER OWNER CUSTOM METAL L06 GOLD ROOF SAVE � GUARDRAIL AND 2X6 WOOD 5NM5 ARRA�f°PER � PER DETAIL �-HANDRAIL PER G ONI�GTORS SLOPE V4'/PT. MIK OWNER 010 OWNER WALL INSULATION c ENTRY DOOR A5 PALLET SYSTEM OVER Mf� UP WALL A5 � 0 0 56I-MLED Lob COLUMN A5 5PEGIFE D WATERPROOF MlEMBRANE .» ' G ST STRUCTURAL DRAWINGS WOOD SIDING ON V2" STRICT ACCORDANCE 5C4-EDUCED t- G G 01YW TWN& WITH MF6R. ' FOR WATERPROOFiNb K4TGI-EN HALLWAY t=, � 2X WOOD GAP AT BEYOND ALL RAWN6S AND FLASNNfs TO COMPLETELY G 7 ROCK WALLS/GOLIA"N5 �� 4X4 P051 N V x p p . '0 LO G 6" DIAMETER PIPE FCL TRIM p� ®® FLA%41I 6 T0.ADEQUATELY O N N 0 RAIUN6 SATIRE HOISE �- OPEN STAIR 5TRIN6ER G � � _ , , oc ' , ( BEY01`D STAIR WALL ) COVER FASGA BOARD. � � „ INISP FL.00iz +109'-11, 0 R C MA50NRY DECK AND 5TAIRS OVER FASCIA BOARD SMALLER ,IW-, o) xj WATERPROOFING AND 3/4" (2X� AT DECK DRAINA6�E t!) Z et d' , PLYWOOD DECK ELI=VAT�ioNSS 5 MASONRY VEIEER A5 APPROVED WR`IDOW NEAR NtSGI-rl' V 0 co X �_N SECURED.TO WALL PER UkC PER FLOOR PLANS W z `D U'SUL.ATION E-- Z CO U. co AS SPEC4 ED Z ° 5'rUGGO 51DIPIfs m VERTICAL WOOD 51DII`IG A5 SPEGIFED b AS SPECIFIED F V44 GRADE V J m WOOD JOISTS PER o. ` -° ENTRY DOOR TRA5H AND - R SCHEDULED f"E'TERS _ STRUCTURAL DRAW�'IGS d W- ° 6A AGE • ENCLOSURE G DGK OV }� 6Ai�A6 DETAIL Z SKI 5TORA&E F,RA SCALE: 3/4'�-T-O" Q W 2X WOOD GAP (TYPa ~ ° °"' 3/4' PLYWOOD DECK OVER SECURE 2X6 DECKING SL-AI3 +100,_0„ _ -70'791_011 - �w� TWTrN'G�v SLEEPERS Z • — — — — — — — FROM T -E BOTTOM o •• ..t. •• PALLET SYSTEM OVER -PALLET SIZE AND tirn ARRAN6EMEM' PER L li`E OF Fll`ISHED GRADE WATERPROOF MEJHpRANE OWNER v; WOOD 51 X* ON V2' ; . CONCRETE PATIO 5LA5 Y FOUNDATION WALL PER - PLYWOOD %-I ATHNG FLA%4* UP WALL BEYOND STRUCTURAL DRAWINGS MNMIM 10' - INSTALL 5�..-A +q-7,_o„ RI61D IN STRICT ACCORDANCE IN511-ATION FLASNNrs TO 60MP1...I✓'TE1.T SPECIFIED AS OR WA�Tf RPR 0FII'I6 5LPP4" 4X4 POST • a '> •••�••'�• ••.Ill•:• }. w= .IOIST5 PER BEYOND PROTECTION BOARD OVER • • STRUCTURAL DRA WATERPROOFN6 AS n VIII 4 GONG. 5LA5 OVER FLASNNG TO ADEQUATELY cr � - VA A & FILL f r. VAPOR B RRER COVER PLYWOOD/'SI�M/F 0 ; SUB-SURFAGE PERIMETER •- • PER SOUS EN611`EER - •' REINFORCE W/ POLYP. FMR DRAINAGE 5YSTEM PER FASCIA ~ 501L.5 ENGINEER LA41r&LTWOOP 0 w • S GT10N '� D GK OVER I7}�o0H s TAIL t 3/4"-1'-O" tar O Z- w W C1 W O / G ERAL NOTES 1. LIVE LOADS USED IN DESIGN : C, LAMI 'ATED BEA.NIS - A. ROOF 77 PSF RE PLAN 1 . ALL LAMINATED ME-MBERS STALL BE FABRICtTED OF �." ' DC}CGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT B. TYPICAL FLOOR 10 PSF' I N ACCORDANCE WITH WCI,Ir3. ALI. SIZED SHOWN 4RF O?C. EXTERIOR BALCONYS WITH WOOD 100 PSF NET. w� STUD WALL (LOAD BEARING) g„ _ � 2 . LAMINATED 1i E1IBF'R SHALL BE IETAILEn A'�D FABRICATED - o� 0��,000 4" O Ic D. HOT TUB AREA 94 PSF IN ACCORDANCE WITH THE ST4NDARD SPECIFICATIONS FOR = _ I oo•Oao"•Oaoa•Oa THE D1;:SIC�N AND FABRIC4TICN nF STRUCTURAL GLCF (2)-15 CONT. W E. WIND 2X CONT TREATED = I IIII F- > LAMINATED 'TIMBER . LATEST EDITION AS PtBLISHED FS ti' CONC SLAB- PL. W/ 1/2' D1A. 1 . BASIC WIND SPEED 80 MPH AITC. ON-GRADE AB. O1/2' (IIII p w _ 2 . EXPOSURE B jF5 O 2'-0" X GRAVEL BASE 3 . PROVIDE UNITS CONFORMING TO 4ITC 117 . 22FV8. D. F. 3'-0 15 O 2'-0" F, EARTHQUAKE ZONE I FOR COST fNUOUS ' MEMBERS AND CA\TILEVERS AND 24FV3 ° 115 O MID-HEIGHT FOR SIMPLE SUPPORT MEMBERS . MEMBERS SHALL BE 4" E. RE. DESIGNED WITH IIII PLAN p N .II G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. ZERO CAMBER WITH TOP SURFACE CLEARLY • o. 2 . FOUNDATIONS • STAMPED ON EACH MEMBER. w_ ,00'n ° • 4 ,o�o,, 0 M, g„ 0o.0a0O°Oa 0o.0a0o.0a 2 X 4 KEYWAY D. PLYWOOD DECK AND/OR W4FERBOARD " A. MAX IMUM SOIL DESIGN PRESSURE . 1000 PSF 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. =IIII =IIII -IIII (3)-15 CONT �5 O LEGS • �' LEGS I IIII - APPLICATION SHALL BE EN ACCORDANCE WITH B" RE. PLAN 8" L ALT. N , Q B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS RECOMMENDATIONS OF THE AMERICAN PLYWOOD I 6„ SIDES � (2)-�5 CONT, �• Y REPORT NO. 91071G BY INTERMOUNTAIN ENGINEERING. INC. -ASSOCIATION. ° DATED MARCH . 1991 . } — O. m ct 2 . EACH PANEL SHALL BE DENTIFIED WITH THE =III 2'-O" d c = Z `J C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUNIED• GRADE-TRADEMARK OF THE AMERICAN PLYWOOD '-•� "� L EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD ASSOCIATION AND SHALL MEE" THE REQUIRFNIFNTS OF WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF U. S . PRODUCTS STANDARD PS . LATEST EDITION FOR Lij Z _ SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE 4 PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR S �ToN 5 S 1 0 � MINIMUM OF 6 FEET BELOW EXTERIOR GRADE. SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL _,• �"". v BE OF THE EXTERIOR TYPE. 3 " 3 "/4 = 1'-0 /4 = 1'-0 w D. ALL FOOTINGS ARE TO BE PLACED ON FIRM . UNDISTURBED. �-� Q 0 Z NATURAL SOIL OR PROPERLY COMPACTED BACKFILL. APPROVED r � r J � , 3 . FOR FLOORING USE E 3/� T&G S L RD-I-FLOOR SHEATHING CONC. SLAB-ON- Z - BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO NAILED AT 6" O.C. ALONG PANEL EDGES AND 4T 10" GRADE W/6 X 6 �."r°� 100 01 IN STANDARD PROCTOR DENSITY UNLESS OTHER- ALONG INTER'utEDI4TF_ SUPPORTS 2 X 6 O 16" W1 4XW1.4 W.W.F. �: i m t WISE RECOMMENDED I\ THE SOILS REPORT. IF SOFT SPOTS — 3 TIE WOOD STUD WALL � °. : . 4 ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED A . FOR ROOF USE 5/8" T&G 32/16 APn EXPOSURE I SHEATH- LOG COL RE PLAN W/ _ — _ — — — _ 4„ �_ _ `£YT ( W_ _ FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING ING NAILED AT 6" O.C. ALONG PANEL EDGES AND AT 12" 7" X 7" X 114" STL _ a V ` �,:. - PL WELDED TO 7" Fr X • O c°O°Oo i c°O°ba o o°°O°bo i 4,1 f R c OIL. 4LGNG INTERMEDIATE St�PPORTS 1/4" STL PL. h r#-*I — o�•OaO�•Oao"•Oa �;-,+ • V � ,♦ 'Q IIII _ DO NOT PLACE BACKFI LL AGAINST BASEMENT WALLS UNTIL � , 3„ t � J 5 . EXTERIOR WALLS SHALL HAVE 1 I,A� ER OF 1/2" EXPOSIRE GRAVEL BASE .0 BASEMENT FLOOR AND FIRST FLOOR ARE IN PLACE. I SHEATHING SAILED AT 6" O.C. ALONG PANEL EDGES . 3" 2 X 6 TREATED PL. (/� THRU BOLTS S do 3" XOS'TA B. 1/2" OIA wY ,o Y' . F. CENTER ALL FOOTINGS UNDER WALLS . COLUMNS OR GRID LINES 6 . DIAPHRAGM SHEATHING SHALL DE THE THICKNESS SHOWN 4)-3/4" AX 6" �" CMU a UNLESS OTHERWISE NOTED -ON PLANS . f , ( lw ON PLANS WITH THE FACE. GI 4 I` PERPENDICULAR TC, IXP A 3 TIE O 16" (2)-#5 CONT . Q:. � ✓ > SUPPORTS WITH END JOINTS S T,GGERED. �� #5 O 2'-0 HORZ � G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO - � - . THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF 1'-O SQUARE PIE RE PLAN #5 0 2'-0 VERT LL' 7 . IN'S'TALL SUITABLE EDGE SI PPOFT BY USE OF PLI'CLIPS ' RE: PLAN o ANY FILL OR CONCRETE. TONGUE AND GROOVE PANELS OF SOLID WOOD BLOCKING Q v CONCRETE: BETWEEN SUPPORTS . 4 2 X 4 KEYWAY o (4)-14 A. ALL CAST-IN-PLACE ' CONCRETE. SHALL BE MADE WITH TYPE D. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED Off' - STONE AGGREGATE AND SHALL THE DRAWINGS �'<D SHALL BE "TRtS- "GIST" AS �iA'�tiF•�CTLRED • , µ' 1 PORTLAND CEMENT. ' DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS . BY TRL'S-JOIST C01iPANY. ALTERN4TFS SHALL BE REVIEWED BI 9" " IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL THE ENGINEER • • IIII • III- PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION - AT — (2)- 5 CONT TIME OF BID. E. PROVIDE BRIDGING PER MANUFACTUFER' S RECO%iltENDA T I GN � ' #4 O 2'-0 X = IIII 2,_O„ -III IIII r UNLESS OTHERWISE '.VOTED ON' STRUCTURAL DRAWINGS , WOOD RE: PLAN REINF. LEGS � B. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TRUSSES SHALL BE DESIGN TO FULFILL STRESS REQUIREME41TS RE PLAN L LET S4WCUT JOINTS . JOINTS SHALL BE SPACED 15 FEET AND AND/OR L04DS NOTED ON DRAWINGS . SHOP DRAWINGS SHALL 6„ SIDES S4WCUT 1 " DEEP X 1/8" WIDE WITHIN 12 HOURS 4FTER POUR- INCLUDE CALCULATIONS AND BEAR THE STAMP OF 4 REGISTERED ING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. ENGINEER. SECTION SEEC.,"ITION , C. SLABS . FOOTINGS . AND WALLS SHALL NOT HAVE JOINTS IN 4 6 . GENERAL: 3/4" = t'-0 3/4" = 1'-0 ,,��.e�®•••°a� �>,o t HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE WITH A. ENGINEER' S ACCEPTANCE MUST BE SECURED FOR ALL ° MADE AT THIRD POINT OF SPAN �1ITH VERTICAL BULKHEADS AND HORIZO'�TAI. SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL STRUCTURAL SUBSTITUTIONS . W. STUD WALL � `m CD a� CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED - " BY THE ENGINEER. B. VERIFY ALL OPENINGS THROUGH FLOORS . ROOF AND WALLS WITH 2 X CONT. TREATED (2)-16 CON: 2x S Levo 4z W/ �/2"X�" wCP It �'� j$n •Qd ��` c MECHAN I CAL AND ELECTRICAL CONTRACTORS . VERIFICATION OF W/518" Pr X 10" d� •° PRO®°e A.B. O 4'-0" DECKING RE: ARCH '.,��ot'�.�•�®• ~( -,•` D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE LOCATIONS , SIZES . LINTELS . AND REQUIRED CONNECTIONS ARE j15016" CC. HOR. '•, �c `�v.•`�. IN ACCORDANCE WITH 4CI BUILDING CODE 318-83 . UNLESS CONTRACTOR' S COMPLETE RESPONSIBILITY. DECK POST ��+nuu►�o NOTED OTHERWISE ALL EXPOSED EDGES OF CONCRETE WORK C.- PROVIDE ASPHALTIC MASTIC-COATING (IN ALL WOOD EXPOSED TO — 15 O 16" OC. VERT. " , SHALL HAVE 3/4 INCH CH4-NIFER. USE ST tNDARD HOOKS ON IIIIII o DOWELS UNLESS OTHERWISE NOTED. THE EARTH. 2 X CONT. TREATED D. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR 4" SLAB-ON-GRADE ON W/518" 0X 10" . . co � t 4 . REINFORCF.4iF,N'T: 5 O 1S" 4" GRAVEL 645E A.B. 0 4'-0" — I V REVIEW OF ALL REINFORCING. PRECAST CONCRETE. STRUCTURAL 0 O ` STEEL. LAMINATED WOOD FRAMING ME.1iFERS , TRUSS JOISTS AND 18" LEGSALTSIDES (2)-15 CONT IIIIII a. O N N ' A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS � tt) Ln ~Y` METAL DECK. THE MANUFACTURING OF FABRICATION OF ANY DECK JOIST CONFORMING TO AST4i A615 . GRADE 60 EXCEPT TIES . STIRRUPS ITEMS PRIOR TO WRITTEN' REVIEW OF SHOP DRAWINGS WILL BE r = REPLAN W O AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS . nSTM- _ _ _ _ a F- ... ..,, .� O O DESIGNATION 4615 . GRADE 40 . ENTIRELY AT THE RISK OF THE CON'TR�GTOR. _ � •� � U) -Z - 4" SLAB-ON-GRADE ON y • O�� 000•_000�'0000°OQ° #5 O 16" 0 C HOR. IIII 4" GRAVEL BASE ~ ` �., V E. WATERPROOFI\G. VAPOR BARRIERS . WA7ERSTOP, ETC. , SHALL V O' M � ` B. WELDED WIRE FABRIC `HALL CONFORM TO ASTM 4185 AND SHALL BE AS SHOWY ON THE ARCHITECTURAL DRAWINGS AND AS INDI- I II BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND =III - I IIII _ _ _ CJ,J _ Z O Q > m CATED IN' THE SPECIFICATIONS . N 1/2" ISO JONT o 0 0 • o o0c .bo �— Z m CO WIRED TOGETHER. ` • J5 O 16" 0 C. VERT. ° OD °�Do 000 000 Z M o F. ALL DIMENSIONS ON STRUCTURAL DRAW]NUS SHALL BE CHECKED 2 X 4 KErINAY -•�• o. "� C. REINFGRCEtiiENT PROTECTION: AGAINST FIELD ARCHITECTURAL DRAWINGS . — J m m "- 141:• PLAN , . , 1/2" ISO JOINT V 0.. m 2 X 4 KEYWAY 1 . CONCRETE POURED AGAINST EARTH 3" (2)-15 CON1 MATCH VERT REINF. _ (TYP•) (� � c 18.. LEGS ALT.SIDES =III IIII =IIII (2)- 5 CONT Q fY, N m'c 2 . CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR ' o ' EARTH 2 6„ Z ? �qQ 3 . SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" SEOTION � GTION O w N.0 Q W to 3/4 ffi f -0 3/4" = 1'-0 � ~ ,o t D. NO SPLICES OF REINFOROE�iFNT SHALL BE MADE EXCEPT AS Q ? � x DETAILED OR AUTHORIZED BY THE STRUCTURAI. ENGINEER. LAP �. (j ,. o 0 SPLICES . WHERE PERMITTED, SHALL BE n MINIMUM OF 36 BAR J F � � v� om DIAMETERS UNLESS OTHERWISE NOTED. MAKE ALL BARS RE. PLAN 'CONTINUOUS AROUND CORNERS. 2-0 z ,�5 O 16"X 2'-0 O . ' E. PLACE TWO 45 (PER 8" THICKNESS ) WITH 2 ' -0 PROJEC`TIi,N AROUND ALL OPENINGS Iti CONCRETE WALLS , SLABS . AND � _ � � � � � O POST IN WALL WOOD POST BEAMS . ALSO PROVIDE TWO #5 1 •1 ' -t1 DIAGONALLY 4'C EACH g„ INSTALL FLANGES RE PLAN CORNER . - 00 0 o OF BASE TO fTf Kh v0•�a �0•o DO•o0 IN WALL DECKING RE: ARCH F. CONTINUOUS TOP AND BOTTOM BARS IN' WALLS AND BEA.1tS SHALL ' DOUBLE BLOCKINGPANEI. � SIMPSONLCB GRAVEL FILL POST BASE �( BE SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN'. BOTTOM BARS OVER SUPPORTS . RE: Pte► RE: FLAN X •' •- (2)-#5 8" CONC. SLAB- EACH WAY r r G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORC- 13 MID-HDRHT ON-GRADE RE: LAN ING AT POSITIONS SHOWN ON THE PLANS . ALL REINFORCEMENT �f5016" X TO BE HELD SECURELY IN' PROPER POSITION IN ACCORDANCE — -- — — — — — •- 0 ALT. LEGS W.W.F. 1 RE. PLAN .r. WITH 4CI 318-7? . - RE PLAN h. 2X4KEYWAY 4„ � � � ... � .rl... .� ;.. 5 . WOOD: t ° I •o o — i 8" 0�0 O"�0 -' Q0c •Oo0 0� A. ALL FRAMING AND TRUSS LUBBER SHALL BE DRY DOUGLAS FIR, • • • COAST REGION VISUALLY GRADED AS FOLLOWS : FLOOR JOISTS 12` DECK JO RE PLAN RE: PLAN ♦_.._— - ` 2" THICK - 4"WIDE STUD f b = 8 0 0 Psi EXT. STUD WALL �--- (2)-45 CONT. g„ RE: PLAN 8" ' 2" THICK - 6" & WIDER N'O. 2 f b = 1250 psi SIMPSON U HANGER W/EAT. SHEATHING 16" ' 3" THICK - 6" & WIDER NO. 1 fb = 1300 psi I ILTHRUSHEATHING - NOTED ALLOWABLE STRESSES 4RE`MINIMUMS AND FOR NON- W lA • REPETITIVE USES PRIOR TO ALLOIVABLE STRESS Iti'CRFA.SES . N 4" GRAVEL BASE l RE: PLAN r. B. PROVIDE 1 X 4 CROSS BRIDGING N'OT OVER 8 ' ON CENTER FOR SECoTION 6 SECooTION 4 - � LL1 't ALI, HOOD JOISTS AND 2X SOLID BI OCKING .BETWEEN JOISTS AT 3/4" ,� 1'-0 „ O (,C ALL SUPPORTS . FASTEN ALL WOOD MEMBERS WITH COMMON 3/4 = 1 0 314" = 1'-0 Z ,r NAILS ACCORDING TO THE UBC SCHEDL'LF UNLESS OTHERWISE O NOTED. Z-. W LL. LU O �' 28'-0" 3 WALL WALL WALL STEP r STEP' - - - -- - - S1 - - - - - - - - - - - - -- - - - - - - - - - - - - - - 1 I - - - -- - - - - - - - - - - - - - - - - - - - - -1 I Z I t co 112'-0]�99'-4) 1 O i 1 S2 0� W N I I �" '� Q W I 1 I FTG. Ix �)-2 X 8 I t I STEP 12" 1 ° u WALL =t ST 10'-7" 1 Imo ` 'o, - I i 4'-6 X 4'-6 X 10"--: I 1 r 1 FTG. W/(5 -15 WALL I - /- 1 EACH WAY. WALL t - - 1"6 3/4 X 12 G.L. 10 3 4" X 12" G.L 6 3J4 X 12 G.L. -� OR (2)-12" M.L. OR r/)-12" M.L. OR (2)-12" M L. I I I I 1 I 1 l L- 10- m , [107'-4 1/2]- - - - - - - - - - - - - - - - - - 1 STEP - --1---�-- f------------�--� I 1 �'I" UP ONLY UP ONLY - 1 I - I 1 n' °{#J ar. " FA.W - ci ' - x 2 X 12 I UP ONLY O 16" I t ° I loo Lij w 1-1 l t I Ioi� � ` z " 5 4" SLAB-ON-GRADE �°: � - Z - S t S1 ON 4" GRAVEL BASE 1 I - - - - - - - - - - - - - - - - - - - -1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - I a I I �... /�'//'�► c �� UP I t o i I 1 06 ONLY UP 100'-0" i • ;, .. -j_ ONLY _ i T.O. SLAB c" r ° o 6 I I ° I 3'-11 114" , 14'-0" I I •- ,� __x_ UP I I r -�- I :O 0 o ONLY - t I STEP I I I I I 1 U I ` ■ - - ---- - l FTC. - K- c o I I -■ I I STEP 1 UP I - o_j ONLY l t 3'16 X 3-6 X 10" c� 2 X 12 2 X 12 LOG COL FT • W/ 41-#5 J: O 12" O 16" RE. ARCH I I EA H WAY. S1 1 1 [102'-0] cv (2)-2 X 12 (2)-2 X 12 - o - - - - - - - - - 7 1 ..v, 7 I - -------------�-t I I r , N a S1 l t � I -'- N - - - - - - - - -� I 1 � UP ONLY N STAIR I l FTG• " - i - - ) 8 I I WALL I i STEP I ( I � FTG. I { eue��eh► , cli It u — — — — — — — — — — —I — — O (2)-2X12 I - - - - - - - - - - - - - - - - - I- - - 1- - - - - -1 1 l 97'-6 1 l I t I l � r e� � ,�; - °p "�. as ® Q' , WALL 1 I I WALL 1 z` O 24'� ( I STEP I 1 1 2 STEP (2)-2 X 12 (2)-2 X 12 (2)-2 X 12 2 X 12 I I AA 16" •O 12" OO 16" O 16" 1 /5--8 X 5'-8 10 FTG. W 1 tv EACH WAY.—J5 1 i 1 1 r—__ u ,,s�'�,�UU niNe ♦ t FTC. t 1 STEP I I o f I 1 FTC. I t N (2)-2 X 10 I fD I 1 ° STEP COL v � 07 0 u) RE. �-�._. --- 8 I I I I " V OC p O 5 , O N N [99'-4] I I I I I a- LA (96'-4) I I t-.o o f I .. W 1! - I - - - - - - - I I Iio°o °%I I I- C (o Z d' d' ' I I � 2'-0" TYP ° 1 I FTG I WALL i t I l V c7 co X a° N N ' x / STE l I STEP I I l I Ill Z O Q m m x x N I I o , r^ I l i - - I I , 1.�. _ M LL. 'o co I ` ' Z N ^ ca .I. N 2 X 1 I 1 ° h I I 1 FTG. = Q Y STEP J a►, co I 1 V 0- o N N 0 24" � ap 6.. I 11'-0 � V_o v v 2X12 2 I I ` O 16" ` S1 I I I 3'-6" 1 _0, 4'-0" " F — t - [96'-4] 97'-0 P (� I 1 :� Q W. ao m V .�1 > 63/4" X221/2' G.L I - - - - °p - - - - - - - - - - -- - - - - - - - - - - - I I I M . m OR W18 X 35 FTG. o r-2 C3 - STEP WALL m > 1 l I I CEP Z'. : U ^ m a 3)-2 X 10 - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - o I I O W 3 - ABOVE UP ONLY _ ONLY - ABOVE X 10 WALL [100--0] I I I _ , "`W c� 9 STEP rn I ° . o, 28'-0 ., I I Q = x d SIMPS G 1 SLOPE T.O. WALL WALL U HANGER PROVIDE L5 X 5 X 1/4 S1 RE: ARCH 1 I STEP Q < TO SUPPORT MASONRY S1 Q ° ABV W/3/4" 0 BOLTS O 8" 6" g" 1 p�� 0 1 I Z 2X10012" 2X10 3'-6" `OI 1 x O HOT TUB 0 16" EXT. STUD WALL 2 X CONT TRWED , 3'-6 X 3'-6 X '0°' W/$18" 0 X 10" FTG. W/(4)- 5 A.B. • 4'-0" js • 16" O.C� HOR - -I EACH wAY A>. 18" 0 MILLED LOG o s 15 • 16" O.G. VERf. 111111 • 1 ' ' 1'-0 x 1'-0 CONC. LOG COL I PIER. TOP OF PER L _ _ _ ELEVATION 1(0'-6 L y LOG COL 4NSLAB-ON-GRADE ON (92'-0) J (92'-0) J v RE: ARCH #S • 16" 4 �' BASE 6 ,;. f8" LEGS ALKSIDES S1 �5 • 16" Ef4CH WAY •,- - •� - � - V - �� ° � � FOUNDATION PL-AN SFOONPL-EVEL. AMIN� PL-AN 111 111 Vft`r 1/2" ISO JOW 1/4 1 '-�� , J 1�4�� = 1 - 2 X 4 KEYWAY FOUNDATION NOTES: � .III 1. FLOOR B"AWONS SHOWN ARE AT TOP OF SLAB OR TOP Of PLYWOOD FLOOR SHE47K FRAMING NOTES: 4. PROVIDE SIMPSON HUTF BEAM HANGERS WHERE BEAMS FRAME TO .- " 12" (2j�S CONT. FOUNDATION WALLS BEAM POCKETS ARE CONTRACTOR'S OPTION AND 2 ( )INDICATES TOP OF FOOTING ELEVATION. 1. ALL COLUMNS SHALL BE (3)-2 X 6 UNLESS OTHERWISE NOTED ARE REQUIRED TO BE 3 1/2" DEEP. 2. ALL BEAMS AND HEADERS NOT OTHERWISE LABELED SHALL BE (3)-2 X 10 5. INDICATES LOAD BRG. STUD WALL 3. [ ]INDICATES TOP OF WALL ELEVATION. 3 ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM, SHALL 6. INDICATES COLUMN DOWN ONLY UNLESS NOTED OTHERWISE 4. DATUM ELEVATION 100'-0"EQUIVALENT TO ACTUAL lZEY =7979'-0" USE SIMPSON TYPE PLATE CONNECTORS, UNLESS OTHEWISE NOTED OR SEOTION 1 , SHOWN OTHERWISE ON DETAILS. PROPOSED SUBTMJnONS BY 7. ■ INDICATES COLUMN UP AND DOWN UNLESS IT SITS ON CONCRETE WALL. 5.-,ALL SLAB ON GRADE SWILL BE REINFORCED KM 6 X 6 W14 X W1.4 W.W F CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. 8• ( ] INDICATES TOP OF PLATE OR BEAM ELEVATION. �/4" s 1'-0 j�Fj Z W / M W' 0 c 'r L11 co Q /WM .� t VOW Oc m ' o 0 o t� z _ --' Q � 0, t U ,Z :, a z. Y >- o 0 �(� 00 WM � L x W . ..,.,� . `Y V A co 2X12 x I J 111 N ♦♦/^� l I vim' 2X 12 2X 12 UP z 1 ~ V o ONLY O 12 O 12 o � o 5 1/8" X 10 l 2" G.L. (n` J Q w; co UP ,�o LLl J 0 c� _ 2 xj 5 1/8" X 9" GL. iti, E UP l N ONLY „' LL 04 ul) I .' 0 g 2 X 10-, z DECK 5 1/8" X 10 1/2" G L. [132'-7 1/21 ONLY Y 5 1/8" X 9' G L. UP v 5 1 ' X 10 1/2" G.L N (2)-2 X 10 do 1)-2 X 12 O 16" GLUE k x x N U�, NAIL W/(2)-ROWS OF 10i NAILS O 6" ��J �"'J 1 u) U N L Y 2 X 12 \ \?-I- `� \�-1' M �t if x STRAP LOG BEAM TO COL 5 1/8" X 10 1/7 G.L. 2/PLACES SIMPSON MSTA36 O 12" UP 2 10 o�o��j11 r►rri�� ONLY u 16 u u 2 X 12 LOG COL. o00%0�4�'®e0eeep•®G'�1��`, 5 1/8 X 10 1/2 G L O 12" RE. ARCH �`�a�°® z �3�®� N (2)-2 X 1! N [132'-7 Z+ 2 � �e�e� � i�Z�` i rr N FIR CIH JLG O UG 2 X 12 "�` ° 5 1/8" X 10 1/2" G.L O 16" N STAIR N ]2 -4 1 o N 1 (2)-2 X 12 2 X 1 O 16" (2)-2 12 5 1 " X 10 1/2' G L 0 5 1/8" 10 ] " G.L r} 2 X 10 � o _ O 16" [136' 1/2] �,� Q � 2X12 x v Q 0 O 24 � N , rJ U U U U � Lo W P co, Z [120 4 1/2 5 1/8" X 10 1/2" G L. 10" MILL DOUG U (r� M X o (2)-2 X 12 FIR CH L G uj zr 0 Q m z° 0 LL (2)-2 X 12 LOG COL ° RE: ARCH < m r o t 2 X 12 J O 12" IL T L-EVEL. FRAMINC7 PL-AN Q` W 0 m_� x n x (a o u c Z U a� o to 04 2X ,2 N x 0 :. Wo O 12" x _ N V r _ th O`' 10 FRAMING NOTES. N x ,^ v q I 1. ALL COLUMNS SHALL BE (3)-2 X 6 UNLESS OTHERWISE NOTED. O 24" N I 2X12 N _„j �(� ` ' ~ oom 2. ALL BEAMS AND HEADERS NOT OTHERWISE LABELED SHALL BE (3)-2 110. N Q z 3. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM, SHALL 2 -2X12 USE SIMPSON TYPE PLATE CONNECTORS, UNLESS OTHEWISE NOTED Of SHOWN OTHERWISE ON DETAILS PROPOSED SUBTTTUTIONS BY Q 2 CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATDN 2 X 12 4 PROVIDE SIMPSON HUTF BEAM HANGERS WHERE BEAMS FRAME TO FOUNDATION WALLS. BEAM POCKETS ARE CONTRACTOR'S OPTION AND ARE REQUIRED TO BE 3 112" DEEP. 5. TTT INDICATES LOAD BRG. STUD WALL. Q "t :r ' 6 Q INDICATES COLUMN DOWN ONLY UNLESS NOTED OTHERWISE. 7. 0 INDICATES COLUMN UP AND DOWN UNLESS IT SITS ON CONCRETE WALL. v A"r• m 8. ( ] INDICATES TOP OF BEAM OR PLATE ELEVATION. O ROOF FRAMIN6 PLAN 1/4" 1'-0" z � y co to co W - E m W 2 �' »t v 6x . r- s r .s -F .. x - _ <- 5th' ( ,�, - -'.-I $: [ - 'fit '$, t, '_ t C vF> „ `Z ifi '1 '� 1 \ t _ ro e C w}. txfi'� 7' . 'a. .,' ,hVy`r `P ,. '� a • °rt' �Y i r Y'. f 4, t Y e r iJ'ry "f"m; i k .k'' .i',. 4 * , c R ' 7 t r . _ .,w G^ , i' i 'Jx c C x ' - r•k a - u t _ t Y Y' 1 a . T-i a T 1~ Y S w . .Y F G '5� _w 'C 't i L r 4Yy. X T ; _ y` .t i' > t _ t• r t . h r x t- n n - t wt J i - - " t` r - � , ,.Fr t ,_N,� , _ k' .� 5 y, C 4 f A -,{' , r 4 N' r k ) ti . ,s' , r ". v - , - r r .. �. _( -t , , , .. x A i _ `.+ . ' Sr " , r 4, x t , _ -- 2 4 t, .l` ; �• v > ., -11 v . , , _ , , , 1 - s - _ , " r \ u , + , ' - , . ' . . ^ _ n v , r .. ^f _ . .� L a I - , e r , , , . ' _ , . _ , 4 . , ' .. . , 1 r . ° ' - - .. , . , - ., . > y' ..t y r -? ", .. t Y ' i,..i.. ., ' , .• , • _r , _ " , , - a ,x r , _, - .. _ . „ ., , -, I , r n _ _ , h . . v. 4.r - - ,. 4 _ f ft�, ; ` ,Y ^ . - -,} Y J � ... - - , ' _ : , ,\ - , , , , '♦ +, , -.{7. , _ , ' r , _ 'f .. I , u i 1 , } n _ •F, , , _ - - - ♦ r .. , -. _ -'"r,"` t, ,_ Sk` .a, '`l\„14r,. <ri.J,a,'}, 5 ry ' u r - , - ^ , � ' . - • - ' ` ' , '_ r , - _ ' , .. , - _ , ' ` _ . , > • ., - : -�""' - 'F t, r , , L , .. r ., ,,.. w , r . .. - r ,, t - , . t _ ., , r., - . , , , n, ,..a '.1 A , ,-r .a ; .T"- ^,- ' Mw.,v_ ?r C a , _ ti 7 -y . - . . ,. < - , n r - _ •• _ • _ ' , - ' ,, _ .. u _ }-'^ _ . .. - - - , , _ `; ` 1 � *., - - x _ G % �e ...0 - ,'^'- - , r °` ' .- n ' I ,_t , _ 6. , ..r- ' , , . { ,, > - r r - - _ r t ' t, , ` t , , _ .. „� -, - • ,J,_ ,. - `, - , +s'-° ,t t'a '-1 ` }, , . , , , ' `yss• - , s v t ' . r - - r a � v • ` . i • ' ^ .t- ,. .. >` ' _ . _ ' - ' ^ r 4 - '!^i. '" w . 'Ir . � t" - , ` ";., , ' `J - - _ , ,"' . `,- '" ♦`} •, K , ` ° . C <' - s r . • f ' . , * " - ' n ,. f e < . + , , , . , Y , , , s T . _ .., r -, d ., -. t - . t. r,.'' �,J , , e r • ., '£ , t` - I .'.?11 -I' "I n,.Y1, `, F',!?, , ,< - , , - 'xy , ' - . -F , , , " "i• ' , , . _ I , _ - i �, , • r , " . 1 , - , �,; a-S-'� ^ , , , { ., x`, '_ I- " , _ v 0 ' Y „ a , . f .. , - '� , .. r , . , ," d. 5 < y ) m _ � ' - • I , '" t `,c , ♦ . r .r , _ t '.L , - - r - r 'T. . _ • . , \ - , _' y t ' i LL , � _ - . rn 3 `..Nw.-. _ • _, , r tit ,;_, > .k``e j. , , 5 r „ . Y . ' i ♦ r » a 4 ' ,11 -. r - r , - ,.. _ _ . ,. , ♦ n < i , , v », .t« .fw'v ,,%, r-; r " ' , , , _ - , , , - rv_ r . .t . ' , h , u ,• , r - , ~. . , ! . A ` i. r - . _,, .,, n '+4r - r r .. ., , .yi .. , , _ rf"`+, I♦ , \• 4 . - n . . , ry t � r. - , n f 1 a , , R4 _ . _ , • r,', a ✓1 - o •�` ° a� , � w I - .. % ;% ) 0\% I I I - - ,I I - -_ \�" .a' <>- g, , ,xt` _ r , , , ' . , s . e ` , , 4"`�L.,+ S'4 _ 1 „ r _ , _ " a a r , , _ . ,I ` , , -`�} , r. , _ Y q 1. r" , 't` '�- t 9 - - ` - , , - < , �� 14 V im""✓� _, .` , ' ry - ^ r - ' - . .' . ^ .. . r , , - ^ t, - . F q J �� o , - k.r ,�;,°r; - , r 1 � - }a}? ;'t 1,. ., ,) , , r ' s > ' , - " - r , - '' s v - ` ,k I , 7. 1,1—:) .. ,- . n , - , . < - ,. w , _. - . ' , " ' ._. -,. + a - - u , . r w - - , - .r. �y� 3`` - �k i+ r ' —' ; e ,._ .. ,y - „ , fyt�,*:.I J 1` j^�, \ v - _ t - - _ > _ _ - - , , -e, - y s` ", , ,,Y° `� ' ' 1 , r .. x _ . _ ' _\`A ,'�'t; E1� t 1 - . �a , , ., r r , r y `'�.._°�."� , , '14 �4 f� Tyye `t4 °` - gnJ, r s, , },z' a J ' r ^ _ ,,f _ h _ , - r f , - - - r _ I `�\11((y "(,r� F,, �@,�,! _ ' . - J _ , `, r ^' T <r �vr` ice.^_s,.;, ^ I. f ' , , +Y , [ . < r r , ' , _ - I�� ' 4'D t ' - - r , _ .r ' ` - -,. ' ,I - ,x ., . I - ' .. 1�- ,. ,«• x,.';,11 � Ya; tl•� r - , , - _ ' 4 , , - . _ - - ' 4 , _ _ e. , - , y_ _ 4 v ' , . 1 , , � -, I - , t - f - -- " ;1 n I,!1-,,^ ,y e, ^: �• ! 1'' ' ^ ? , Y' , r .. - - « A - . • , , r • ` _ ,- ' - > ` n t - < •- f ' >l ^, ' c.. , � - _,_-. ., s y + t ! 4r ' , L f _ , , .p dryµ 'sr , ;�'-^"v, 9'iwk F fJ ^ ` ry - T L P�-IONS SF,FZVIC*- TO . ` CO�`CRETE- A IN& WAL ' ASPPAL D IVE S�–IOWh I�USL ASP,EN6i-05URe FOR, - . , - - r ` . . ;� u . T - ` ;t t,:. - UILDI 6 T 1N T R T Y TR a . - . - , N PER. UTILITY CO.GO. I=INISHED "WITH" MATGHIN6 , ARROWS INDICATE DRAINAGE . FOTH "UNITS UNDER- , T r . ` :` ,'- _�, ,^,:,; ` u '. �,, 4°: L.ANDSG,4 ' L. C 1`�L) n = _ .,STUCCO AND MAT,CPIN6 -AWAY PROM 1BU L-PIN6 eTAIR LANDING » , _ 2,= r F -, ,s r3_ 'r . "^r �;' ,`• ` _ �' w ,v ' ' - - _ - �S -ONE GAP AT `TOP OF WALL: � - . � � � � e t . - �� _- ^ k°',' , I �, . MARK ,NAME , - -' SIZE - , � , w _ , , - - , , - ` , � _ ` - , , , . t� _4 , r" ',11 't k., k. _ QUANTITY �, try} '; _ I tr,n `4,., .,> , , _ I - , , - , ��l \U/'`I'r - ^ r _ , , .< , - -n - 5' sl - _ c }, Y' ` ^ _. < -t, ,_ ` QA QUA IN6 AS l ,� E�gSTIN6` _ - - r" �-, - ,1.. , ^' - K PEN 2'�-3"GAL. 8 -a , - , - , ` w , ' 7958 - 79.91 q 9_f - 92 79 D 79 8 798, T798 GRAVEL DIVE` WIT�1 798D 7 78 797 - r 7, 7� Y. ,_ ;� - _ TH` ER� BORDER` - _ - �� n _WP . WHITE PINE_ 6 8 -6 , _ -- PHONE , - - I _ ° -A� li.: � , I^ . ( I� _ _ I `.° POWER PHO E; t . _ / L - . . « - . _'"; • - Y, , - r BJ 13UPPAL is JUl`IIPER 5 GAL. 16 8�� FOUND #5 / r _ '. ` ' `.- ,'•-„ _ - I ' / ,_ \ REBAR W/ 'I , , , ; • . t o A A I_ - - - . - — _ J�' JAGKMAN'S POTENTILL.A 5 GAL.. 15 - / �3 2 " E ' I_ Pcasr�c ' - / - F ;�, q..r Fr,,R i I' _ ut Q j - x ."1 86' ` CAP I I; , - ,- • , - Y. ' - V L LS tn2488l,, K /1 4 f , , - -, . ' - _ `' _; ` [ ` f r ' _ �w 1 • _ �` _ rf , _ < r .! ,, / , , r - s 4r r ` t }s - , , , ^ r r-`OL I , EXISTIN6 TO REMAIN k VI I . / J , . - - , -i .r - - ``- `11 r • * ' O / �Y _ _ - - _ n , ' . . - " ` n " ; < i }^ Jih' µ ty iJ}, ,11 4, � - ^ Y LANDSCAPE GENERAL NOTES: l '� J 2 ��.� - �' fj , ' f ^ ' . �_ , 4 , - - , 0�>-- + +V�' • a ° - _ - - � - 5 j J. i ">, ' . a' I , ' r �' �r� a{Pare.1 - 1 kb / +(511' , , p ---�; . / _ 2 / ,r , ,� . A 1.) PROVIDE AUTOMATIC IRRIGATION SYSTEM. AS �-A+1 I CONCRETE WA ( er SLOPS 1 r _ = ., - ' ' , ALLOWED SOIL-5 EN61 EE . I I _ ' -_ - ; ' - , [ �, l . / I _ l_. / wN THUSL. + 8 �1 / , �u_ _ / n r , ` - 4 " . , , • , ' x..:,;_,�,....>,.v,..,._,,...._. .i.....+"' _K..... __:,.Aw1q►_oe .. _ .......t�.1M._,.,.. . .,.,,,,_, _- a _.. - - - - / 5 - ' " ' - , • ` - _ 2-) REVE6ETATE ALL. GONSTRUGT101`I SCARS w / ' \< ..,.. a..:_ :,... ;.�;; — _ /jjl / ' - WITH .NATIVE GRASSES AS SPEG1PiED_ . o `� rtg\c(r -i ^L a m s _. n 3.) O EG S1 E 1= OM E O O GO O / .LINE OI= / 4 _ - = r. . W , :_'; PR T T T R R Sl N NTR L DURING' / _ / n I ,� , : ' DECK AI3OV b / , ,;, G�NSTRUGTION AS N1AY E REQUIRED. ' _ n , - / • _ _ , - _ u - ,. _=�� - , _ y"s aI , ,r t fE r ' / u ,J , r .rMn.�i rte ' ` ► /1� - - . r. / , - r _ " , f - -^ <- -, . I - I � I I I I I I I I /I V. � I I I I - -1 / � I - :� , - I I I i . -7 �, ' , - � I � � I -, . - I I ", , , - 1 -1 •- y W ,x , > ` e f , +! '1 �,—, a` >4 I i I / / t - / - - Q � •� ' ., 5 - 1 ,' _ °'t° , Y ,r « l /J1 .1-- ;,M► 0�1 �# 1 . 1 / \VVV//^ ` _ , - ' _ £4' _ , 1,_'' _ , ,. +81 !,�- `` kb' / / -, / i I 8i. SLOP 1 - ' QJ - ,� - , lu • . ' ,.,. - # +t a r ' - - - / / _ 1' « - A \ aL / _ a \_\ =1,, 3 - _ ' n (s � — r -- " - ~ '1 . " - :. ` , . EXISTING TOP06RAPI•-IY • 3 - / , T / / , o�' '�F p + .� 1 ` ♦ . . _ = _;I _ SI-TOWN THUSLY / 1, / - I � I I .' . / f� ,�-f I�� F-a: r _ ' ,� r _ I �— "1I „ x,^ _ RIL�6E 111'-2 `I 4" c , ' i - � , " ` _ _ K ".7 / r, y i t '• �le!••f , t ,/ / ar" t / m �Y I WOO I3ALGONY r ,� , , , ' / _ I . . .-, - - - " � .:µ. _ , / / ovE GARAGE J / 32 V f j /_ g I 1 / " ' _ . Q, v '' k : , . ; -,5' -.1_ �,° '° "' c,�, - SEE LOQR PLAN /, / `' 3 _ 1 n u' . , . _ . I � / - ,5 ,�,� . . - . _ t0 I - / .l . 't ROOF -'t, \ 7 F,Q .. r t . , . _l`' r - _ / ,/ ` / ti �` OVERHANG l` ° , , _, ,f� o _ .w' / i ABOVE ,, C 1 Q u–k-- _° r . , _ ._s T I AL J 111 L11 . JJ1 . ,ors<-�'.w�� . , �� _ r _.._ ,..... -- --� �_ I - 3t� t - - , r .a - PIN(51-(ED TOPOGRAPHY / / _ I V - - r-t: . - _ , - ; '-f °- - - SHOWN THUSLY / v - f - - � 'STF PLAN / ' _ _ , _ �/ 5 ,'T %�" I " , JR . r , n r . , , / l l YI " - , ` UJ - _ /y ` l - * T r 4t ` ^ _ r' > -r"., 11 - / Q NATIVE _ _ p . . Y 'n-e' � " - =�w . , .' -� . _ , - , / / ♦ 1 /�' • I _ n , ' ' , • ' . - ^ 4 !. - / �t rAf ' ♦ ' r - LL _ -• Jr. ¢ _�i `,�`e s n1 1,,.,,QT' �2 , I r �? l I - Posy - - - — 09 s8 I _ . ' . _s. _,11 I . �' I fDUND #4 S 32, X3'38" E 117.19' — _ : r _ .,., : J; . . 137.89�____ } . I Q K A I I FOUND #5 FOUND I I '``/ ` 11,11 , J REBAR I — ': - x - -, p I I I REBAR W/ REBAR W . _ _ `. :_- ;-1 I PLASr1C CAP � I ALUM/NUM. I . 13,446, SQ, _ 1=T. - I , I - - LS' 12488 _ _ . - , : < , xt >. J± _ -• y r,.v- v r.4.. s-^ +.eame- ,.,..,,.r •. ,-„,,<,r-.,. f., - ._.e .- w- t t. r' +r, k° ''d r i d'", R P T R .Ir.e -d' w , �kY R Y}k 1. X. , ,� '1 I ,. . -. - AZ .a�. t" r' 5 i' .4 ylnY -1 ,Px S.,� yz t . ,-Y^. 2_ Y- r I A 4 1' v D *S< ,i v x _ {{ C { *a ;_' a ... - - - r' - i 3, �xk_ r- r r Y 5 e . 1' P' Tr - K<t' ,;+� i k• ,a� a - T - J r' � r ” Y �. .. . r f r Y, R 4A Sv - '� z ''1=' r <ws 11 4 r s' _ .. s' r .r r k 1'F_ tf _ .. _ F f .r x - _ T " I . yl� w 5 x l e , 1 + 1 . �a - St I � _ - "h , . v a `5Y 11 r . " " .. 3 - . r i r - r .v r - , J v1� ' S�' '`} - - _ T ,pK �'r.11 v ' ♦ ' . I < , ,. ~ _ • ♦ • • . S , f � ., r a. ,. „ , � ,. - . " . t T• � `t` 'l . , _ -}- - ,$' ,. .., . , I a ,.,f 1 SN w s 3 r s k s . rt' s - , - " r , r - ^ , _ , , r 4 ?Y _ P • „`c' "` _ s + I . ' - r ' r r_ v ` . , t P fi ,. s - 2 A - _ Ir " » - c ♦ x A "' - - r - , - €'a l - h > :Y r.� - x !`"t - 5.5 . ..Yr. `. -r%_� - -, . , r r - s . , , A " ' i _ r - - - - _ + ' G - .. , • " _ `f, xf ` ?, xt�. -' , r�+ r <.. _ „ r , . _ r . , n , -... _e . _ ' _ I , - , _ " _ � , I > , f - _ . " H. °7 ,ems - _ _ e. "-t • x� � , _ , I r " ` " - ' ` ° - ° nk a r " r r '- ° s.t .. I , r€' ,. ^ Y .. - f > + - _ . ' i , - - . , - « , . .. , - - € . _ - -_rte•. ,I .�^ ',,I- e r - _, µy�_ r _ *s <r `A- ✓ Y ' 1 , r. I - r - , . "4 . r , . , F I . a r ;- .r. . - - w - 3 , v ' r , " . r , _ T c , ° . • /�/�/� ^ ` , 1 T - ^ - ?,- ,`� ` `" < ,j S. — - y i '{o -j. ,T ., .x .J. t i, r "r' r _ r _ ' r ., - ee -: - _ , ` _ r FV-V- _ _� ,.Y;'V-s 1 f t-" "'�L , a`.' "r 4•t, ,C€...' „ S' -'k � % c. r « < -a - , ` ' < - - x . _ , ..a r y . - ,`^d r r - ` _ Y _ . . - k _ - -s , - , _ - r _ '' ",, ^)` I ^,a<�ll 1, , . v ., . ±! , ` _ . n e ' ' , a ^ o ' e _ ° < r - . r ' - ,. �r , '• } r _ , h - -. - t} f _ „RS t L.., (` , r A - ' 1 n _ s ` s ' t . ' r > - , .. e 4 , ` e + - _ , _ ♦ - :,° , 'rt-e V , .r'2 Y -- • S 11 �"fir " r ra , ". " ' " r , , `f - , , .. - Y ' , .. w - f ' . ' _ r - ., - ` ' k ]' ", ♦ t. ''.'� +f f, t , rE - --I' pl^ { ' '11 Kau e11" 'Y - r ' 1 v, , n r 1 ^ , - ` , , . ' , t l + + , -, - i -I r s- , + < , - - , , r t" Y V , r r x n - w _ ` - " ' . _ - ^ n -, ,!. e-.'- t I ° ^ �},...u! ` ! ` r , • ' . . R - , l • r , \ - _k +" ` • - ' _' ` - . " V'Z`.�'"i< J 'al w - , r te`'✓ _.. , . , _, „ - ., ,, r ' _ _ ♦,.2,r,,� -<'p;, '.R, ,. _ , t ' , i` - i r,r > �'' " _ - ,- < r is^ �.} ti'-4�.?`t,r ""r r ^ ", ^ ,r > d•� �� ., ! , , r , ' r , , , -- I I C°> „xa"?lF,."r-.i'+"� x`c'S""..' r f r fi., ,�,r- < >w��s.-Z --.> - , , , - .Y {- , ..,,-... ,v.., t.,,. t`''e`II y� , a ` , - r , - - . . _ r i, y„ ,,,__,�,..,..,..,,an .,-- , ,s..-..e- ..-F.a..�'"".' .r��r...a �Ur-i �� "€ r - ` - - 'L _ , , i� - -. . n yal - (�.i Ar _ , . a r , , f - _ ,�x._u _ -r - " L¢r`I': ,I' -,y 4'- A k ,+�.J-, ,<V. °r T" <'<-..9•`+�' x, - Vk F w r ,f' ° - , e , r " r + » t - f - a ,. I - w - .., .. • -. , ' « .` ,\ - .r .^ 4 . v'r• r1-, ,...M.r- �• w • - ,"4 'r _', y-° I,P°. f- `„ o - _ , , , _ , t � - ' - _ - H, - - I _ ,. . - „ _ - . ti - )5'=,' ° „"r"-1 I + , a r i _ _ r , . - ' ' r - , r ' �' "f „ 6 Yt _ _ » _ " " - ±<, c' r` _ , ^�` r ` '-,+'%` ^11 I ¢f r rl ' r r , ^ r r - r * ` - „ , , i ° .. ^` � r r ti '� _ - r ~ - , — "��Vx. J ''.d'1n 'y S } s ' "\ v , ,. r _ - c n •' t ' ' r , - ^ ' n - [ • ,. r . ^ • 5 �,. - - I M1 `_Y w r T . - , _ _e I" , , -. + '`- s r t4`Yr"" . ,$), --�-, Y , I __ '-�� It '', ,-s` r . 'r- y , _ , ' ` ., �• 'r 4 � , h k -d , i 'I - , y ° ` Y' .. - - s , -R" ,_-_ "� -, - r"'A f"h - `',ll� t'� ,, k r tt DEG ` � - `- tt =„h I.~I. K _ y°.,�� l 11 - I , I - - � I— - ill , . �A . ., "' , I . '.-1 I -,' , , I. , , w ,5} x ' -, r ` � ” .. ` r , ? , � , ,. j [ < ,<r , .-„ r < .1 ♦ k�. a " - k__ ,.p'' .',^., s _ ice_ rtµn t I-R �` - y' I (`� - - jam. , 2'-iP W-6 w 4'-4 l/2° - - py - - - ;I , - r = _ _ 1 ` ` < , r . , , " } . ; ` - . r11 , - ' - +t _` •7 r- - ` ' < ^ " . r � i _ i, ' r,._ n 5 k r. r�J r - - - «_v , S`'w�'T1,! v 11 ?` , " k t ~ r s , v r r r w r>� = J - ' y - `� -. - - - Y J r , > _ 1J,I r ° c ` _ .� ` _ ! # arm,,. — — -' 't , _ « - , < ,. r > -" _ _ � "^/ J..3 ,.1 ., � 4 « v , ` - r , . . " "+,�'. � _ ` } _ v r - ' s -- •, r _ ,- � - ` , x L r\ '�,' _ N-S. 'I 4l,< r ,, _ , l} ,�- f�.y� . r- - ' •3"`,-T " • , - t ' u�,� A9w.;w _ r y �` R'S - ,i ` _ f ^ � _ y '° - , 4 _ `��_y, ' t d 4- " « 1m \. _ - .. j7 ♦ " ' - , . ., _ - ' t ^ _ a } s `. « '♦ �r5 - - _ y > a _ . < " , ` _ e. ,tA<' - 4 - = . , ' � MSG l , -. 4 , , l _ . , . ^ ' - F r; `,r _ - .1 14—,:.--, -- --1—l"lr-zl-- -a"", -, II , _ _ - r yam- .. r r _ - - '4 ��' -'„r`� GLOS T s ATwRooM�; - . Bo.1” ,� nRoo t ,k ^-= - .r- - _ : . ,"r. . _ ;= ; - -r � I e - MASTER � ° . . . , - "z. . ; :;.n . ` , ` - ' ITS 2 . _ = - --11 f_." s - SAT#-ai�00M - _ , = - ., e. _ a; I 11'° MASTER SUITS #1 _ _ _ - - 2 .. -I I I . � :0 I� I I - - ) � � I ., -'-1 . , , " ,. l }' r + - r F - . .. , . icy" ,;.:, � , , I� y,//I7 J .` � _ , - - r 13ATHROOM - - `- I ` ' ` I ? r _ : • - -_` -_- `,.^ r.xt t t o ' r- W/D �1, I - _ c l ; s . , i. u� : 'r . .'a.��,;, T t TOILET V�/, p - =' 4 S' t rJr lr�J .f\ l �} r c Y r n r »• ", - J r j r' ,. +_ y \ ,+ ` — 1 M1y r r -.« ji,Y :i ;,11 I f POWDER , " � � rk , _ - , .11 I ;10 -I t' _ r` " ' "r iiYr�+• . ^i e • ` - , ' ��e� . ' n Y d r �� y r TA,Vr t C,d - . ' !;I'^ « " } «..t _ - ' " • M' ! _ • ` s M kr-.ti^" f iA'tHf:ZOOM — I . '4 r -•I` ^r 1, .. - P , Y .. V� ] ' - "V © �'r_-Gam.:• di' •„E:{.,.. - y «Y - ,M1 _ ; - ' - I ' O I� �� - i = ==-� :� . . . > , �•y^ t ' " `< .. ♦ r .4 k r 4 , , , ' - , r , tr I - ` �i J ' c ` �� `r��_ , < t'=� "' r 'n - x , , `, ,'{ut " " • ^- - ' A '"1-(x A°" ?l•11 � " " + r A , > - , {„` `T , ' ♦ y ' t < r ' ^' - ,- r. < s .4 y F ° , � Y I I I - - I n4-A I — , ( F - I w I- ,� T DRYER WA5{ '"R a <_ _ ,,T_.;." I �� r �."A t„ , _ , , " „ _ - r t - CK _� °-r � < f , � � � ", � ° _< ` ^ _ _ ` � , , _ � a y w a� - ,. ^4 - -r - ^"_-— ,,11 r : ' r , , ' , , < , O f - _ AT�ROO - ,. - AS ►�i' R5 "r __ ' .r • ' I - OPEN W r ! �' _ , _. _ , r O O :SKI STORA� — . ° A" . '11 -, , 'A I , ` - - - - , ` ter',` ,,, -{_11 GL!'�L' 0W ADM r ; . \ _ _ _ _._. _,.,,_ _ ` SAUNA —� . i,h' _ . - ;y~ f. -4,w _<' ^ 5 , . , - k ° O - ' ..+ t et.• r "mot. - --> - - °rar" `A + f _ r r _ " s , ` t -Y - 1 =T/f1�= 1{'\ r > -! • < T_ PI JIY}}JZ< _ �iia<1 `i•` - \, .�1 -1 ' rts+, P �_Y < . - , - - _ ' I q �,/}Y/V_.tFi - _ " I < J ,� -r.- _ . , 1- r -^ " _ �'t, `-_ I - DINING ROOM LIVING ROOM - , Ar— 1131? V5 111 _ - -- - 4 , - . - : - sn ,. , . ' _ - .. � — SGY� VS X50 - ' ' " _ - - " , ti, - „ - ` ` , }�y - ., 1, :pjl!^ , ,1. 'V " - - _ . _ ..+ - ' <' I x < , ' , -< z m - t ., L}r `�R h: - /' - }4. I ' _6 l r / � SDROOM LIVING ROOM :, ° f _ t ' . ,_.�. ; ;� „- j �y la . , e �p _ , " . Y F t Ir± . - _ "u �.r= . ` - Y� ,_, ; y rt" ✓//7� �c 4L 1tG � �' ' _ I , ti T Ti _rf A` iif< 5 Y} "X ' ~ ` r _ ' Y , ' t " - - ,, i..^ A,I G.� [ v ' s , q _ y . ' � -r Y -€ �] " ,4 e � I `r, I I I - --- - �- — — - — a I,_, ,7""' -, I I 11 11 cs—c') — I �— ,- I- �--, ,— - I I I-I �, I � I, " I I 11 I ", " I I I.1, M�Igr�Y.. IJ' �_ _ - ', y " ,I , ' " r` " _ /.A111 V" _ r - A - r w _ € r V k , 1 , n r - _ f ,. _ ,r a^ - I ~ < ` Yyy3 Y p :'T 11 y " y - t r , . I ♦ Y , ' -. ^ • Y ,., _ _ �y r s,. , ' ,- r '�{,_ _ i- `.�" r. ^ . ^ y s - I _Y " . r - -, . j M, - - Yy`, .a � k�; - k . . _ f - F _ . 1 _ * _ T 11 ^ 1 , 'a,� . , » HOT TUB �, _ _ - , , , _ . `, ;,le _ ,O° -� ', :-ttr. . " , - . 1 --. I - , I - = Fr ,-�. , " Y ,. . K .: P „ ' " - ` ` , <. t - - \/ , r. {" l. ; ` ' ` - �I . '` ` I 1 s 4 r A. ' ` . r K.a's - 'I- I' € ,5 ` ° _" - <. I I ` ' Y � < _ '�--`\___"-''`-__ • k _+ - _ .`.< ,, , , , . - M. 1" - -- ,. '1 J.i~ k - ~✓ } r W., y^t.,.--r ��"";II ,,- -2` 4 Y ' , < _ . " , ' - - - b6 /L, `XLiLV,E Z . - • , 1 - i f - _ ar k y - * ''t` F" .*4 I~ {11 , f ., . ` ' - ' y , _ ' . ` - f ' - - r S ` �„� �.� �r��\�*�' * er,r,� ` r a ..� ?1 �.�'��- i` • -" `^ "• ` ,- _°>f s ! Y, , r r > >= r r , - ,' r ' " M1 .., y ' , .. _ .« ' 7 `• ° - ,+ " _ - o t ,.< ,r - N M1 'd, l �. ! -�,,^ __ ', y LTi_ s' 1 J} ,r } ' - v « - " ^ ,.� .. ` ° ,} t„;,<`, , < 4 ' } ' t n - _ ,, y y _ . 1" " ,., Y, - _ -, y ' _ w" q�" } 4 , _o*...-s` :i.. !, . - r , ° " .r , ` ,t , ' Y `> .. s _ - ' < y , -- , , r _ , , - r , i ° } , . .r d - - r.. ", . d f. ^ i ,f .} , _ - ^ . ~l , r ' - I J. + k \ I .n "L , _15 .+ - ° - r` s . rr , - " 5 ,, - _' - <a ---_— - - ' ' " r r • 'k , Y ` r 'y . Y - - r - " v .,R ' „ F`% .., �,, * , ' _ " ' w _ ' r , r > ` , ,.r " > r , # 1 - L . ., ' `� n. . E , ' " ] , , _ .' .1 ,. > - t L ' ' - T , , } _," h s .v .,, ,.- < 1 t' ,y.s f -. �' e .. - ., .. - ..- , _ _ i Oo A 00 Tt 5 0 ,� FZ,:,,,,,,P> �::,:.., N�„ L _ _ _ o_ �? - Jly�y�R � - V yIx • a �T < t; �'a v _ .. , , f . ' , , - € i . - x .. a r r r - - .k 6 - _ - .•-1 w,, [ti" - r''r „ V , . -1 ,- n , , _ s .. ' r- 1 •" - > ! '- Y r .} d , ` - w ' - , , < ,i' I r _ _ ._ , a - b - , i" t - 4 l:_ V . - 74;4 ',,v _ rl '«t ,-,,,, I I-a - ,, _ _ , r .. , v r - r.'+5, r • R,' ., `f. - . < _ x` t - f, r P, -v r " -, n i n s � . - - .r �' _ �. <` :. ; /� , 4 - }F _%'L _ 1 s 9 3 : r �'' , s 'f' �!a` (� n;- ( V" ,fir w r - x - - Ir h+`` t , - h r , , .. �J'r a - • 'F r T . .. - 1 i J' 4 , r9 K a - r '..c^'� '�a' 'r s. s ri r F _ a :Y ,y_ - ,yam > '�, 4 _lr n ' 4�i' } - MAr f h , , _ Imo• a .r _ °.. '1 a-^,.. °"a r r• t - a1; i - 'i' - �rla "4 �Yr VCY. r :t' K Al ft r Y' - - �4' `4 f <T `f"�` 7' , tv, ., r : ~3' ^�, _ _ r '2T rY a^ -ate ��"�. i fwL° < ° U. r`''^` -M... .�„i +q i «t ,'s _ r7> z - }rte s -++x x t G -�~ pr A_ , '°9 r'1 f `='�y' '�"}'� - - -,�'rc ^�a° 's - ..may =<x,. ��' dv - 1` `F Lei I 'f "F f ., i `=Xr _f r 6 't, aYY} e aq.' rx w {I y .. .T '�,� rq `1fY! , v It•' 4 r` 'n - >a` `C - s` s< > U--N rY r# �Aa 11 if.b, r �4'� °3 ns r.,' n�1"11 �,` c.t li ,n '�* .<„r"> "ear:..:. `� 8i,. a,.r 5',, "'.t ^s. 3 .r�,a .Z• b• - r. k '�',��.'* ';C�:°✓, ��u Y," 4° P`f.°�r "s.." R`J" +e C.A. „y,r _ e a_ TIC�d1 "A. .,....a,.�.<.,w .)'k sV, n]....... �1`�: a_ rr �'�h�, " , h "rr z er .,r _ . u_-r. _ .. r ,.A`a z s wY.^ ,.�.i. ,v, -�a,... +.._at.�.�,-. ....�....,.1• s.�.r J v_ n> r..v.< ,..., ,.. .�_s _�..i� ... .. - r « �1 » .. rt., v a 4 ! x 3. 7 A > •d' r ,'Z 4 L y Z.. d±Y f T �"3 -.p" ✓ r 1 !- � `• t > t t 1 /i ,rx ., >. _F 't a .r: 'r_ _ �r• l, d«x f _ ti � "•4 r r 4 , Y r' 'r °s 3' 2 x r _ r i C t i t s •F. `iry �iti' K� y z < tC bs+ >t 1 ,. T , iz' t r�a , , - _ . , n n , , `+ Y - , - - ` r x. r , " - , _ , .. ' ,v - ,. r , _ , ✓�tf r w r a - r ")° .z - ''` , ' _ r . r , - _ ,.- , r r .' , a_ • r . - , , .' ` .. . . J ^ w , „ • e ° - » a , "• # r ` • + w , r ., "r' `''E xhr. <,. , '' -d*i - e , ftY i , ' , + , , - , Y t _ ' -, . ( K i ' ' ", H . •, r r \ + ` - ' ` - r Y` - - M1 r ' ,. > ' 4 t � 'kx _. ^' r h.i^ , E.tr ++2+ - ' � ' -r , , a - • r ' ,' r >. ., , ry .. r r _ - F r i .. + ' .,_ r. _ , x ,., Aaa..: „3 ,- "i - # �e� - ': ,. 't. „3 .- s . t _ - ^ � ^ _+ .. - ` ,. r - + - - - r ,�' r , � _+ -a „ ;r .. 1 .. - - = `.= i y - ° ». _ss , �•r - ' ' of , it _ ' _« � ' a j , r ' 'w >_ „ '``- ._ a , , ' Y » "' , w ! • - e r „ `^tr " J>r'r r z ,- , - > ` t � + , r - M1 } t Y +• - r . " - � , 5 i .. . A ' - s _ n � S,., - ki-e- N F° 5 y x " - '>, , , ' , ` - ^ r , ''R' - r ^ n • + .J r , ' . a � � » } f. x ., r ` -, > _ "- ♦ .. ' , "- . s ... - t+: r . - rr .l` „ da } alr-'r+4 ""lsF '.'�"_ ^'� , - y r _ ". t . V _ Y ' k n '^ I � a ., , v .. ^. r " • , - - n r 'D * � _ N n�1' _ - j V• y `-°'x:4 cr ,- *2 r sA .n V�•+ +' e _ _ ` , a , . „ r > , - •" r n + rt r " . _ , -'>_ - w e .. q , , " " 'J _, , d r S"" r 'Y v' ' "• t+Y y Jl N,i+ rr , ° � .. _ r , - _ • " , , + , C _ ' r , ` r - � « r .. - r °t. ., ) a -_ 'r _ "^ " y j�' } LL } ,>• }x ",'} {14 ..S `y.a1 ee E a > , ^ " . , r - 1 „ . , s . r r 4a„5V a- , � , , r ' ^ ' , .. -- � r< - - " -r ♦, C` ^ " ' v v K V - r ,Fn r ' -n^M_ 1= Dr ,>,} �» x" , , , � , - r , - I, r ,. + • r . , t a +ti�♦ . , " " - .. , + A t - .. ,. ' > , _ J ,. _r .J '-�', ,� - ':{ PM 1�^` , , '� r a `o- _ ' ' ` t , 5 - , + . t ' s ` - ` 2. r r r ♦ r. r ' '• �` ` a _ ' ` , f , .. - ^ > , r - _ r x` -y _ 1, ,M -' - _�._ k- ^ X ` _ -. « ` r ,. J - J ` , > +. ` r i ^ ` " - r - • � „ ' > ! [ ` J ' � ` ' -' �- r .. ''-`^ rr+^+__° J Y' {r 4 "'"' r„ '' n " - - '`= - . R T MAM +111'-2 1/41' �'v r x t Ar , � ' ♦ " .> v ' _ t v n A Z " . • . , ' J Ea ^ ' " u� F.,_ ' � , .r _ � ° , a.- t w , ; i _ a4 +v _-r� - r _ r '�r r - 1 • ,'t i hC `' •tetra ^ " 1 , � K - , .. Y t,z > - - ,' ^ ..- a l ^. .' - y e •, ~ '- _ '.` , .," ` , • .. °_ ✓ ' ♦ , r • .. • � -{ F, � >' - '^, ,, .r - - ^^!^j - - ` - ' a Y `• ,V'f` ' > , ' irl� _ _ j ^ - . , " ` i - l s` -; Y,_" Y' -" +S " . . - ^ d ' + , . - ... . - t - r > ,z °,n. 4'y� r .sn`n ^tt f" " ,` . ` � _; ^t• `+ .4 '- t ,.. r ' '_ ` r ^ „ , ! u r , ' , " .. - , , -t ^ _. •w a '. - r , '',.s r - � • "'l'^ � r " Jna t ' • t , +ri ' T ." ' r Y t..,.1 J' " _ ,- Y > `r, Y > • - " ` - , _ ` - , , , ' '. "" ..' , a r ' " , ` - , , _- - ' , , ,Y < ' ' '< ` �_. `' �` • � - � _- • r ' ' ^" fs• \ +,` -, -.- ?-r , f _ +'yv'- r^ ' .- - , =�,-, `- "✓'�^ Jf t'' E- Now 4 ° r � _ ^ _ / ` _ , } , i ` r y f-1 ^t v ` -f' 'LI n �t r is . .. ` ^ _ , •., ` * x ' „ , '.r , - 't _ I- `i n •- } ' , , , _ , „` a _ - s v A ! • r = .• r - - - ' �� s _ ) Y - 'r n � -^ 4,�• ° ` '- ' w -' n ' > '- -:- •t >"r Y h _ ^ v' . � ��- ^ - � 4 .A w ,.: t '^f' . '' , _ - _ _ ((��"[[��"// T]� > ,,r�'�`r��'��]/{�''�� r - " - t x •'` -n , J •„ ., rp� •.t+'t L'. `I'4~�`l + r - ° ,+ " , n- r . , , A - + - " ` , Ti. • " , " „ .` +... �;{`�/��'�jy��/7V}^a"' �Yi ifM'�'.., - v x ` - - h _ r , {^ , . ' ,,-r _ r '' - �'4 "`LV , > _, ,•' �{'y'�••^ r > { , , , = . ^", _ _f _ * „ r y , < ` � ' , Y. a « ` �`. • Y'.Ae[ 1,/'�.P�W -• ♦ . � „ '•rP `_' _ + r ` � , :1; n ^ a -. ° '{. „,`T_ / +a — M1514 PLOOR +dl�-6° ..-•=` 1�~l•1J /{ _ _ . r" I" ` . ' } - , � _ - _ ." -' _ _.—.-, „• 1-�ST� �0� °* A�' �, ,.• -_ - ., ^, _ - - s . +, - , _ t 'T—Il YJf"� �r+✓w. - 4 t� ., i .-." " s r y " - �l - _` ^ '` .. y» `, r* }'t<, �` , - .'': �r _ `• "z'r r•7d< . o�TioN �o� SITE � r O' N RA&E VARANGOV VN _� - } A� _ EXTENDED Roo .. � ` - � � < OV�� NT�ANG� < _ _` ^ . . • _ _ , - - - , .. _` ' , . � > ' _ �. � -r - � " , . ._ �_ -, -r r , • -- - -� - a �� - ` ' ' - .� � ._ - � u.J. � - =,.'�., :,; ;x STAIRS ot-Y � > � 1 ` < .. , , ' - -r 'r • ' .. ^ - > 2 r » + ,. ' , • } 5 i -.. , • ' a ' ,>r r r v -' 4 t ♦`` _ , ' % ' ` » - .,• ' F •-- • $' S ." ' t` - a. - - " r, '' ,> 4 _ > `^A. � a°,a„,s - �'a S a y y .04EAM +1 5'—O U4” y i v d r " r " _ - + _ - -r1, �• , • - x - _ - _ Y - _ _.. -' >, J '"„ �"`-' "_ v F x` t _ - _ _ -• `Z P�+r�ttr"' ` ,t, s - - „ , , / '4, µ E '> ' , ' • . V + _ `e - „ ' ^'~ . ' + r_ v r-- �_ 1 .- ` •4 ' _, , ', J ,,, ^ K all 11 a T PLATE +107 511 � „ ' > y r '• + _ - _ - J -' , Y ,. ., i . - ;T • - r . 4 > r •, - v_ ., , r ' a _ ,. , .- ,. a!-<; $ -i� <' ' E' PLA'T'E -4" TO 5-`ta "r i ^ 1 ,} ~ r + ",.+ � 2 • , .. ' y 4 ' �' rx ' Z v ,, r by r _ ' a _ r A -r - .. P � • . r y - ,a .. • - - MMSN FLOOR' ` " f^r „ d t ) - ^ t 4 a v I' 1 . y _ ` „ T n._ r ' , - 'i .. J F + ,.♦ fI M , Yr " -'- > _ o-• ' .n Y J z -r r t l ` - .,^`J. Y"t.. "` ,F �' ` _ > . , r a , - >H• 3 E , , - " " r " " r w� 1 Y t to I. + > ^{ ...c ,' - Y , I _ ` ` , r r } -. r.. -,,, ♦ - v - �h-I y s , , ' 1 . e > , n v _ r _ .MI" , n ' ' �' ,- ., ' '^ , • - r ' , '1 r „ " ^ V n ♦ - " v r - > - - , Flt`ISN FLOOR +90'-5e ill 111111111 IL F�fWSH FLOOR +01'-6° - - - �c�'3ts 6RA�E AM NOTATION WEST L- yATION 1/an JL '- � � - _ > - _ - , - , • _ - s a' a �� ' , , _ ' -_ . " � _ ,- _ - �, -- _ r � - .. 'x _ 4 '; r + ;F,J HIV:- ,' ;�, � `~ m°xs"� r �t . ni ... r .a } a " ' + _ , -` _ ,` ' t ' - " ' F - ^, "`. "^ ., Y - - + _�- - *jJ + r ,. -� ^ - t - ) ,•{i^ _ r ^r .} - ' .t,„ r r`t`t _, 5., 3 ._`J. -\�\/J - ' y , - I x i+ , - - � ' - ° • , . ) it ' " -_` ` ' , s - T , a✓, .- n . . '_ , _ j ." - ,- - ✓ •- - , v - i`t ,' ' - `„ - ` -? . - ^ a' '> a ^ % ... ! L •' - • w, ^- F ~ ` -,• '��r' _ nJ \ s r • � + � - � -- � - _ ` ; _ _' - r' r r - _,.I ♦ - e r ° _ = ,a .. �, - r. , „ .f4` " -w arw _ , a , - , ., �� . - � _ » � " � � r _ r x - � r � � .!, � � � ',<� _, � "_� � _ t - , ,. ,+ ", ,. � ,�, ' " ^. _ } r " r.,".-, " ` � ^ � r '' ,_ ,� •s, _ "t"t' �, » T � - � - ' , ` > r _, ` , ' ` - - .. a j , x - - - t _ _ . y - - • ; Y - .( , r _ , ... � } , " " r e' i > , .xy r y , - 'u � ' > ' _' ... " _ " � M N;ti 1a `F°.r � .✓t" A^t r + ° > ' ' ry ' _ � " > e. . n I' a - ' - `n, � a r � , - . •' � r, " w ^ + '1 -S ' r y r r 'Y , 'r -r +' - , l t a _ r --. r L � _ - .n r4 - it ''L- . t't� r 'r .. , ` , ' a ,. ' } , � � " - . „ i .. -` .r � . f M , a i , � ' � .. 2 ` - .. `+ r . ' " • v + ,� 4 '� ` t . , , _} „ .. ;' _ .r ^� - ,. - - , - . N n ^ - _ , ` LT ` Y , r v r .„ - - >• , - rL�� _ - ' ' n ' , . t - -", , T ,• ` ✓ p ' ✓ t , •••1 r "' _- . `i' • , . r � ' ' - " i " . ^ •> ' .... - t"^4 .: '.. ♦ .. -.._' ' s `t<- , a ^ Y r + ' � J r, " - ; " .. •�a A "' f-: . - x , ♦ .. ,r - .. , r r ) j . - `� ', r ' - ' ' �' - ° s e a i ^. rt r..- � - - - - • � - � • } - ! �.• - '!. - ' t " i '« s , . - a - . » � "- y ' ,. ♦ .., .= . � r : ' ' v .,,t '.♦e. w .. " , . ' t- T(''r i Y; > - i .. , - „ a , 3 �r- R ,vim t+ + r t2a L` f }• `�a_ v$,.` r^Y� 2 •v,f i`i pia _�,yr yyt,r, /( 1{� .;J. . - AY - Y- - Y %di`iF •i.t r .J �' €r• "-art. ,w av" <i v .,a, i" �T 1•t s _ r. ` � , � �. , - .� � � " ., .- y _ - ..vs .ice _ ., w y n -1 ,. _ _ ,. .� � +i . >', p `_ •y , _ Y • - —... . ._.. s� a — M .. . Y s * - - . taa ., f! .. + . . '•ET r 3P, F' Y"'~ e a Y •ar _ M `t', e . 1 . , a .. .. " !"♦ , .. .. . i . s r . . _- + , TY .. _ , :- _ _ _ •. ... v . , ". \ _ ``»`_ J . "' ''`* - r I+ _ + s a,. ♦ ,. .. x - '_ L r - y`r- - t _ . . y t _ " » t ._ r Y ^ •• .. �.� — .rte+ ., .t .a �' t Y „ ' ` t` - 6ARA6E DEGK 01-05ET ( M ASTER 5ATPROOM 13or513EDROOM SUITE #2 ^ 5ATPROOM _ MASTER SUITE #1 _ ry � 13ATI-IROOM w TOILET W/D o J POWDER GIRL'S 13EDROOM 13ATPROOM _ QDRYER W, KITOPEN Li LAUNDRY 00 I ATI•-iROO OPE OW 0 O E T SKI STORAGE SAUNA O , . �a OLAMIS DINING ROOM LIVING ROOM ' ' • �/• ✓• kf _ BEDROOM LIVIN6 ROOM (�kwibefs 6�0wn rjW1C5&t �af�t Gxcty Gv�Pr �a tLO i �✓Jf r I Y ids ~$�� 5•� a ° N N $v�tGo� I I M - u,. � I I z 1111 i^ w z o X m CQ fl�Po 9 - 2ti! •�' S f. I I a f- z M LL , „ pi0- 211 -Co S•� I m _ . HOT TU13 a W DEGK + I D ; 1 D N O O A r �Lj F •m � „7 co -O 1 O GO 5.r �- - - - 090K ABOVE - - - - - - •-- OC 4 oC , T4FZD F! -OO}Z FL-AN S FL-00F.- FL:-AN FIFZST FL-00f;z FL-AN «a3. s- r r ! 3 , 1/411 „ 1'—On n _ 1/4 n 1�—O -1/4n 1'-011 � tr• t ,, ., _ t r _ ' - _ . , �r , a f _ ' • ° • i > .. r . •• » - , j - . ` .. _ r . , 4 Y a, , ' r - i , � ' ' „ *tr ' « ' , x_ , ' , . '" - , a -° , ` .. a V„t '', �t .i- y r,t V ''}Q�,�s ;iW ;• � _ . .. - _ f , ' . , 2 ,• r. ♦ n i •1. ,. , F u - _ r r - tr r 1, _ i, , - . v - , - , r ” _ - fM1 ~! ' • " , ♦ . -, t ( - ,{' W' �/� ^ J R ' .. .. ' " h r.rt ' w( „ � e t , w , + "f a. -' , , t e♦ .. - - - r a .. - !+' _w _ e ;!„�aT.er` i - ^ v w J1> w -„Yf• r - i >v �•Y f -*r- >< t- , s . ➢`' 4 x T i• ., r , f . `y, k . 4 ..A . t `}Tyrs ,. r .fr Y r`t'J' d` ✓{'r L S�` r ♦ f +r..n 'J n . r _ > _ _ t ✓' M`S Y" a Y" -'.a , . , > t , . , ,- ; , " » r - " .. . . , e > � [ `Tr«" w�T•i�• .ry>. °,l/,,a. ,:A `.t ti' �D' �'€>1 `tt !P. •F s',,w.�V' %�} �r!aA , ` r _ r ' . 4 ," m > ., _ r ., '" _ . . ' _ r _ + r, Ls`. "_�''' � .n .>r �. 1`F„` �t>- :° _ _ '!•' "'••ix`''` z""Y. �`�`a _ t"'�' .'Y'3�''7�.,," '.�,+,ri ,l _ .. _ , . , '� ; - ar tY ' -8 firy 't °3'-+,t^,sri <*-'.,.,° rx± 'rJ f"f" a�.J,!>* %K C„"`f .af; ,sr4'+�•E�`r ry +` x." d R .K ., _, . , ., v _ i _ , " _ , _ " _ - .-, .a b?"+ •i; ,",- .>'s ,'� ','+° "a�+ 'i I' •, - . , ' � - k ,. . ' . � •+. ` , > r , .. ` a .,, - ,. - "_ .. r- �w y tJ,'f`t .,,_k'.•a �y�r ,s:'-.r•1 ��tr.`''1,,,;=`R^^?'r M`M ., - r r , r t � - .- _ . . , ,• - ° - � " - , _ .r<[ - ' �• ``_ `rK.., *r'• r''`"` '��'>r'`_ ,`k. - „t,tr;"""�r'tS:H•-'.ti��:,•��.��,t , r . r + _ r - - - if , , , " " n , ,, " ^-. , f ` .r` � ,, r, °r' t °'>_ .}�_"� °��.r` - X'f,,-"�` .ti�s t ",� `-.., .t �,•. .!� �.,,,� ,,jt•,,jf-.,a, ! � - ,. - � r " - - - J , t � ' a { w ,.!rk� � •'�:', - �,ro `^, -+1< r'1 `�`<' .at`r' ',�"}r v'v yF;.';'n3 i °i;4i " , _ _ , 4 .,t : a. , a , . - ^ , v - '^' - 'A 'f rY[•^ ♦yr,`� ,4.. v f,r „ e... , A `."�`F r-1Yr.>._ «'ib -. � SY,..,, f� ' r - , , r . . ,, s F ' • y » ` , - . "' z r, _ e a " - _ r _ D `` +»t + v AXti 4!sr A:e ;Jj+e�,t l ,f`l yx" 2-tiie �ar�YT�'r • ' - , .7 _ .- _ ". < - ., _ ,. -. `^ max. Y _ .x°'^ ,s w:,,: ,`}"r,y j,r Jj.rx:.`�:`''..':�kx P1 " - - . ' _: - " - t ., ✓. ' srt y ti _ �.i' � A. cr,f r��` .At �{,)y,` ..•r # '_'> 'Vin+l• iz' r�i.. a a . $ , - , " - ^ „' e ` _ _« ` _ .. _ ,. ' .. . -` 'f ��_ d r e _ " ' A ... ,}F° j`r-7 M r ✓-` r r ;./�'`.�' M'' t r , • = S r - , • , ,., - r,. •" . ' r s , r !'.t�k.yJ` l _ ♦�� "'� .r'n,.w.rro::". . z i , z r - > Y J > - e , i .. _.. .TY`Y, t , V3. 5 i� w c,y Yk s." /,r•'ri.i..wn.'^_` w�',>-,' 'q _ ' , , . ` . - , ,, ° ♦ y - ✓ ' ! , , a - ,�_r .,av' `-\a- dx, ,,h r`�, y`» hk'^ 44r ry`. .,T'``$f�^w w.zf4•.",�i<��R,�:.fii�:"ys . 4a♦' •- ' , _ ` ` � ! - _ f `, r „ ' ".. ' r "f ." ^'{ 7,.>0 °<15 " ,,6 v," �' a"` "L. _"�*�� .`.A i vjNY Fyr,"> `''S'si..f"n��J l''�L"'/"'iy : it '\ '• , .,r'::``.,r `" 'xi - 6A., ;° _ . _ ` t , _ - , , `_ - , , ` 4 ° r - " F_wY,Y .,s•`` _ �£ ., n, :1,. #.Y-�'zr� ac•'""!ye' v``.��;;=�;Syr �:�r..a..,,*�`�,a� ,r„ Y` , • '- r ' , ,` - » .:, - _rr` r ,J ?' _ `. ~ - .. .. �� r'1, ,. t `t.' ,�` �_,4' .' ,➢y'�r'.^.�,rx *r-.ri-' �4 I:S3+WW:b"P + - r i. .,j.• >r "'A s' �` -u~ ,Yf%sc-• 's ..�. .� »""r C`�:€� Y'*F'x rs k, ` * r - ' ' _ Y < - • > :.. ` � i« � '�'t'"'� �Pr _e•t w r y.'.'��a_ �>L £�'., ,_-•F�a '�' tb`4i I , -a _, _ - 'i ray� y s,«r+ � r%r ";',r•e,.3" ya,`"'� Y:?r"�R a - _ , ° « ° ` " ' - ` - _ _ f � .'Tr v «-r�,�' t r•-°�� '`r ��"'.� -f��'t€°��-'�;r rR �.:`�r�'��."�r 4" r - - • . . _ ., � ,, , � ., '� .�' .»�° ,� '6 w^:1',.�-".,.r-y:Ay�. ^'-, r was,- �.,Y r " _ • � .• _ • . � ' r , - '.."� ' "7i x-'`�`�. y"Ya�`�<' r(�..a�J-_: `� ��''r b�`]+'+tAS;^Y .'-x> r"•^y,A4�S's �t " ' , . - * " , R , _ ..! rc`f•k"ti'y Y` _. . $�. 5:�..Ye',1" ri�rt'F, airy�il . � , ", r _ ,x � •FS ." > .." r _ r � w �. 4,. -< `. ,r�� ,c .,- <a,�'+'rn,-`,> ��r.�:�•r_ °��"f5�4�.?� ' - r - ' " • •• - `.r ''- -' T z ice'~,... ,.',,..7 �. -e '.r. - •}d- .r rytr�,"`'�" ,f r, - RETAINI`6 WWALL A5 PPAL T DRIVE 5POWN TPUSL -TIZA5H �'GLOSUPE =O� ELE' -ONS S VIGE O GONGRETE ' , l _ . _ _ " - _c" �..: _ _ _ - ��_.,,`. h " r.,-`�K➢•.�.�-r,�8.,r �..Ai`iDSGA�'E L.E6END: 5UILDlN6 PER „`"t 4 1„{��Q'.�`o.,»,4,t'1 ti�f`c•�rf f_f k"c:rtY`�w.�,t.;r.-.`.e,},^f:.'`..A a'.J'y_�>r y,f 1''_,.,,'r.,5,,"«',>,�.-s,.„�s r-'"ti,'`°.�•..i',._`i`r Y}-,,Y v�v,t,,;'-'�,..y-`Y,A:�,,,,-z-.{j„!-Y_:a+..k`"{,i`_;ti„�.K__-.�rr"r.J�'..':{}.w-�~r J.._J':,!_Y_v_--r�,,,�e r,,',,,.„t�t.„.'T-,'•°_•,-',ar n�T,_.w o-+a,•,,r.Y,,c w,,`°'.,`J_t.,+�,_„_-.M i`, __y'r `,_.'_ ` ,�..J+:.. `'-•� t A” '_ _-,- '_ . ,.'-�, ',..,_.u``__.r,".� - '» <-., ,_2,.E. -.)X IRS. T I,=iV>y_6 ES G`, ._ -- Ul/Q TF,/—////LITt/Y 1 /.1W 1♦O, /. /FI�I N-�I5�v Q�'/I W E-D C WY_�I T J P M/'�A_ T GP,1r N'I.6 '_�-(\� •/Sa,l l>—r.�,ID�,��r y v,((�_/''J�,l i//�,��.�-_I�,.��r/„��r�V".{1,./'I�f\\—\,%�)-�''—,”.1�`'�="I".�N'`- .�t 1 ((•r _' " ,��F�O��-1 "N.L e Y((A&_ E R_-'I_QDt�'�.-�A��/6'/�_•�x E,/�I T,8�.,,�'I!R M'%r„ry'<`1N+a——.'3.�--S1,E,2/x'L R.�O,�.-P=_4S 5�,.•i 2E._o 4-?O T�-1H R+E"•-r' U N I•.T S 7ro r(_vU N�"� DA E R N5TUGG0 AND MATOPIN6 AWAY FROM SUILDIN6 STONE GAP AT TOP OF WALL MARK NAME SIZE QUANTITY QA QUAKIN ED(15TIN6 7998 7994 7 6AEL DiVE WITu W P 6— T 'iN 92 79/9 0 9 80'1� —] -POWER IBU FFALO JUNIPER 5 G A L. 1 6 _3_,p,v,..."_E_C i N/r•G o a E t-�«,�.�K�J_�,-1/tir f r-�Lr�`E'J�'A�1�'r_�/_y`yI.�~3�-,P,�03 r_/--4r,_/V_',».__•.r-.�ry,?�.�.7z,.�i y«_'-//_-',-'L/9u”N'�`.Y r»_-,+'7%-�rt-'tr-�,_:'-8-*t_�r�/_°^,_-,Z,<s,-,--'."_.i,M..._.gti_'_..;_t_:4`:_,'^�+-'Y OL-'' �U�N8000 F •I�D',{•r_C.�.2 lQ"+y r`�Y,,1 o•(9'1-„-�+,]_r,_1,/�r r.�'r�^VrS]f r'��'e,r f`_�,-L�J,PLASTIC,23-2 8EJP JACKMAN S POTEN 5 6A L. 12 1 OAP; S.MAIN O RE LANDSC R ES' 6 1.) PROVIDE AUTOMATIC IRRI&ATION SYSTEM AS WA IL I SPOWN THIJ5L 76 GONG RAT ALLOWED SlSO 1LS E LAIl TE_ AL GONST U N TE ETA G IO SCARS WITS NATNE GRASSES AS SPECIFIED. ”SRO M E�.) PR O PROTECT SI ROSION CONTROL DURING CONS TRJ G =D.!O A M AY 5E REQUiZ / _ Lt- ( 8 OL EXISTING TO 06 A PAY\ �Q 1/—T — �2 1 4"11 _,5/•8-,J's{,.fi]'r rr-_•`�J j•./_-./,.V.+�/-`-,/-�r�.�J y>(•,r'�`1!t�`}.:j 1_LL i/',p"-`_.'{`_'*r".;�_Y•v._.fi�.-"-.a_'.i.w,_.t`•��1 A.,']£•),1M I"_f r.^r r`_,Y Wi♦2,�'�-(l tfi1'"y`_G,_'1-'`.,(`.°-�._.'v,_/r'-r f•�_.•/�J_.»°~.J s;y•�.-.t T.n 2;.~'(''Y`'o,�.{��r�z 1•�-.f,•-.•„-_,�-",r i�•�--s'�_'f r_}J,T-•-_F�`_``1,-.r.,�.,-.-�_'�_-5�-.��_'-,,'_.I'>S,(�>-r-r:'-'•Y,r h_+R lu `�-,_..`�_.,.•_.•l w 1 Fy___,r--.,_`F y..--,-/>.4,,_,°Y r._r�..r.R/�J t--/_-"+F 4-1'~_.-V_,Y• O1OO 6ARA6E W 5AL GON SEE LOOK PLAN -1„y,./V-:ro_.y�`°�r._y-$t[��•-'`z''t'y.."i'�t'../'O�-1”,7 r_.xr��A__['�\�f_.,t.i��♦,f=3_1 J;t°"♦-�0�'��A,ry�,+"=`\-'�,J�1'f`-y'R L,.`l._h t'”-f„,+r:,-T/.f-,.-r M 2'-;4 r--y"�.t m�”°S 4r!-f-_^4'x.-r f r-r'.'f�"h''`,'••-�_'A�E-Ar'r C”r{a'._-�;.y y.~'r Y=v,-`x-^.`,"{�--_'_Y 4.:>-_��a e-.t`".�-_�g w`; -,y�z_`n,;;`�r,'',r;•_f'�-j`�'.,':",�1t�>.'_�`='5 r�'.^Y';,4,r,'�3 c,`-M1''y,r�,ro k_!r` »Y J e_�4k9:.__",_-•^"'k7 i:a`,".k_�4T`_.��'„"�ry,R�w T_..'f.f r'r e-^_f<.y"v�^°A`�f,t;'_'{,`Y`-r„x'ti'R'/'4,r>`!�`c C t,��l-'�'�-e°_`_�t��:'t_:p}'.`�'>r_y_."<'�Ys°T"�1'''_•`_.�-,+.-•JJC'�t a',$,1'"�A a rp,r.�:-°w"�-��'•f>Y,8_l l Y-''-.,['�M1 4 t✓-'.�,.',ro�/�4J Py.rf�fZOOF v�NSWED TOP06RAP 51 T� PLAN 5POWN THUSL f r(e F`RQ-'i=•iA'''1 nw>ra Y°'.i''�.s'+'°>"a-)`t C`]r^J�^_rf,`T LY r_i�rt_'r s,4.y`■4.f T"?„_t''bI>. AL �'ryr�',',.''`-'-'°°';�,_e`''}j's''j��/■■.A�O•S rY S`��,,+;_^�,-,`S”:x�.r L W,G y��(M«`r�+�=p'''J r�.�Yx `=A+,.�{■r.,•t.-,=!1''n`�-7�-�.�'".>4.�:``;°',__.t;�r�r•r-'�.,+�,.�.�`;y^'S ti w a>'.^°.dN°�x.G".��.j'<�`->4`�_'�'i,".,J^y 7,.,�;a-w.Y t!'5:�`t wG•_",rT`Y a`x'S�'�_;;"`�-.`a 4 q'+',A':��"t�^'`:r_�y_.r_�F��.-f°�),,~-�_y:r r`i.r--,\--l�_Tro..+,'•z'.;'w;.-°''y.~`�4.P�:-J,(!w s�S•`t';F.u;.i{N.'r:^r Y,°y^l'--�;'t,°�r a r,F 3'�y"'=-i`++':im s.`.•`�.`F✓,r maT.:f`�':d�"4''�(_..<N,r`y'Y'y;`••4 s`:_-'�ss 1`-_-,.--.:`".r_y�'�t",P•s.�l'f.,.`,.`•P'iF._ x.A�.,a amz�r.f-'t.°'`R�t e`.r«'A.:fiA r�•vr`',a„'�1'LT b'''.�_��-~;aP~_r`;r r•,i,`Y'_�N°y»ay F,^if"S-'".t .,�-`4`,`�'!'/i'A,t.J-^>.�."•a➢'v'..'-v..*f`"y,n s�u.�.t�{r V 1-.'�•�'`�»M':k_.'-,3 t a".v t�_'."_.y'`x`+`x`",`4:``,=•r:S.4 r 0-,f-,A_-v'-.if,>>r f't-.�(rA 6 J r'_•.ai'r_�r.__.�'A'r(';Y<�,� J`:,''_y-f;-S 4,<t._C'�',f",.``�,�,-•r l"w�_'„+',°S"'<_r'«-,_.�.w''-,f''.t,,r.M1"L T�'y'te�"C"J,`,'.r J,'f a»t-".[,y't r;'`4:T°.'M i'^',�r'~•,'";,1;r Y�,_'t .�J�•-�.-'°.,�}+h"f.t,,'}t-T'':;�'r'.x��z ✓,,n,i�"�•�.'«�a'{a;_t,�'r t t�`�,..,�/"t��:�1';;.r`y a_w«'�r+�ry��z',yyQ�vyyy�i vv NIV Q.a,l c fi f r�«-l�yy�"3�a.l'r',A,`-'a+1 i z�,,,y p}r\'.k?�.r,'I`�,,r.ry,.h'.t`';�:i�_t'M�;_±i T T1 - NATIVE p QST y 11719 L.OT 1� � i3L.06,1< A FOUND 4 32 43 38 E FOUND-#REBAR FOUND EBA w R LS 12488 AP ua>NU PLASTIC(5446 q 6 50. FT. ac 0 C4�',.'SL,y rk~,°-w s•.=_+r_{,M`r r x-<`°•�ti iY�`r/'4,t'°Y-`.r'',_,r,""-t,"_r-;�''"N:�x'•._°;v�,r*,'�a4J>4'.'h.vi_�'.f�.*�T�.f`f=:4 r l�"r'�^_r r*•<°i�-J�a;��c`,"b r,_',;�v�x,a•�c x7�r s Y:�.M...+4�`4 r•x tL'.*Y_✓s H�r{x:`'L=.'�.*..h-,,•''��r�r-.r J.(.';a:Y«s'�.r.,�=��F,F,E._ro'- �,,;>r`r'�•�_.r,Y,A'`Y;'..::"r°h''+5:w t':b.'x_��'9...`,x`>4+K i''`;s�.r t�N 0 0.19 AG R . 2©47.994 984 7985 7978 T �7990 7986 7982 X972 f3UILDIN6 TO 13E LOCATED 5Y LICENSED SURVEYOR. B95i5 OF EL EAR TION Z" .W�•MRNHOL c RIM ELEV=7972.34 INV OU7— 7964.02 »n I�N 7,� ,�'�x y,.~,"�Jr,i�am e�P��(s 7''i"�,-r'a,f'y,I"r'�r'.F,=.4'4i��'A M r�*-"r..'�.';✓„`=",Y'.`x`..`.,s,_.0 J:V i]#..t t^f.:r��""a q n.Yr�^;-=•.,.>,�f,.w'.,,w`:t�°y},^'_t;,_'>ti"am"y.:_r'-"s'�:w'Y'�•-w>F t,:,=.J,` ZL r. °.`_+ii},`•:i'Y:`S„, _sf;§r{L{'.t�'`�„s�:•+-LX,��,,"�,,i,'t,v'♦�j s"- n��'w�>�;,,r t"�'ry'«L•.r�.+4 5•'a``t f♦aa-'L'R'=,7 i',o�..Y�A's` jr•m y l�},.-,o��a x"q-� Y>.,a"y±'�M-T.��,;;i;.i.°i,`+«•x c�,}+y•'>-„�,'AF-d` i.l�°`�°�,r."vr.`�,..,•' ry�°-•'•:l.W w l�r s•.fi^K�t-�t a 7',s"-_`rir,,y'�A:Y t,Z�''• r r[ y�~'�`4�''r,�,':`'�„^S eeirf.,n-:':r7a_}.',•,y H rTs"a},r.,L w- ` `�•2A¢,.",,"•y�;--pn,r,,�-w �-' .`,. .r °:ti Tw'+,fi,�j�•�u(� tG� e ..y ➢�2 V,1rr.,�'`A .,`•i_l'�7`7-.'fjti}F� �r s"kd. i�`,w?t 1't f�y1Y*L%•w-^Y"y�"�>om�r,1 n"'_,y •.' ; EEM- , � 1. ; ,,...�...', f •V. ' � { t , , ' . - , ' 1 ` + a s - ,,�. <I• , .. ,x', - t+l -. `r. z s` - „ -`,. -..,� ,. � _.,4> 1T ((x,K' �J _ .. _ - y ' , - i ' ` ' , , r , . ., _ < R , .., . . ^ - v �{ :�:'±j y ^�•+,.�T b"f _.•� • -x,'r, ��. `, " -� o r ' ��„t-a, ``�3_�4,r `Akh;.� s ._.T•�:" 'r! _" i"`r e'..A.< e" -�:, �``�,� �i> � s .. _ r .. .. . .� _ _ 6* 'L� i,� :,.>?>t r,'L .._*" ,�. ~• Ys"� 7r�� t te. _ r � �. J..'•"' ;` >t,. -:"�. _� � .sip\ ' r , , - ,• - . _ }' . , '�: s i L'^,g _ -"�� '+, - Y'.,4 'r"` } L `� o-• '"y�`+... " L"�"'.M r"-s.•.�-miN �r t �A, t '� �, r` ' ro,� r , , a _ � . r ' _ +. ` ., .. . r r a .,. , � . ,. ., r, C - _ _ °ti'", _J. "•ry ar '�1,;_,,'t`••� ,,, :r'�-''�' `�,d, '��C "�'_.:., 4: - '3'y ». , , I - , ' n" ' 1 _ _ y - •, r - " _ . . r �_ - r . • a � . � _ , - �, r , •`S `' `T` _ tY r^t„, ,.•.,,."Ar{r «3y•"ferry i_� r`44 Mt+,'J£,F�c' t Y,».� r t ' `t " s, ° �{ � , , .,.. , r _ ' x , - - s r J , .,. " , - '1 -.. v""' - :. '`'�' „Y..,,.`' 'S.,'«' �>»�i., .�;. s�vt t',rr° ex'''t^ � •-re �. �� -�". ' . - _ , „ , -- a _ 4 r . . _ , x < ,. , _ ,.. - ' _ : ri,. , ' ,_. ° _ , " .-• +.r"` f - ';;r'`y,y ^;1.3-`.„ „q�,.y , a �. r.,. , / a .. , - . r< >Y _ f .w t .,2.+• ,1 x\4~^ i v 4 , ,- _ . - , . , , _ , . � � _ » .. _ , t' s v ,. - ^ - _ T l r, _ nt, "-„tHr `x'''r„'•;`<' .r•�"``,(_ '1 -`'r 'cs !" w, - _ a s ., n " ♦ F - P . , , - . . , . - . r . "` . `[ . , u ' t X J-J` ., _ `Y`.` _ - .. ^ti, "{.a.+} >44,.,ri' ,[C. - `1' s L •, .- l �Fie _ - , .N h v) } - . `ice°•i _ _ r�r ti. k r f'A z Iry 'l`,[b ?'i �.'" •-w i r , y..+ r 1w �1 a f �~ 3 ' v» a " x - > - . « ,.. r ., -... � ,» :3�_ >,., " .�, ...,SS` .,' . '' _._.. _ ., ,._x.. ,. _ _ _ .. _ ,. _ ".... _ _ _. .. _ .. _., ,_._ _., ..y ,_ . ... ',`T, , •_ «. r ,_ `t` ... �.. . _ _ _�^� :�.P'"'`'-k'^` tis'.. ,.._ .. „ o. .._t,l ems.__>*�_ ,z. -'_" .. �re.at,._+ ., s:;aa.�,[-,§'.r...L..- t a � s ` v MANHOLE A-126.41 S GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft 1 1 N Q) I 1 I l ' d. N GRA VEL DRIVE WI TH N I 1 / TIMBER BORDER \ \ PHONE I I O POW PHONE p I I I / \ FOUND #5 / \ \REBAR W/I / LEGEND CA TV i JO PLAS77C ' �IOI S 31 X320 E CAP ' / 1 .86 S 1248 EXIS77NG GROUND CONTOUR I i I 5 UTILITY EASE T— - / PHONE P I / J TELEPHONE PEDESTAL 7 I / CT CABLE TV PEDESTAL l I I POWER ELECTR IC TRANSFORMER 4 / .� �. WOOD RETAINING WALL SANITARY SEWER SANITARY SEWER MANHOLE FOUND FOUR /NCH SOUARE POST WOOD POST W WA TER PIPELINE / LOT 12 l 1 SL OCk A 8446 s . it Q / W 9 0. 19 ACRE 141 it-i 4 J / FOUND #5 J / / / / / / I REBAR / ) /� / AL CAP UM I O \LS 11204 I I/ I,6 = 09'58 44 R = 137.80 - - � L = 24.00 I5 UTILIT) EASEMENT I I FOUND #4 S 3243'38" E 117. 9 0 FOUND 5 I I I REBAR I I I I I REBAR % ' Z, Duane Fehringer, a duly registered land surveyor in the PLAS7IC CAP I State of Colorado, do hereby certify that the survey shown hereon I I I I I I I I I LS 12488 was done by me or under my direct supervision and the horizontal and vertical measurements are accurate to the best of my I I I I I I I I knowledge and belief. 17998 I / I LL;a- 79-96 BA SlS OF 17994 7992 7990 EL E VA TION I I I f Duane Fehringer P. . & P.L.S. 26626 � � I I 7988 '79'36 I I I I MANHOLE A-126.42 7934 17982 I I S RIM ELEV=7972.34 17980 17978 l,q 1 7974 ►7972 ,797 /NV oUT= 7964.02 ,: ,- 76 DATE REVISIONS P. ❑. BOX 978 SUITE 101 lInter-1Vlountain 077 kTCALF ROAD 1420 VANCE STREET (303) 9049-5082620 EngineeringLtd. COLD. 80215 r TOPOGRAPHICAL MAP NOTICE: According to Colorado law you must commence 910705 any legal action based upon any defect in this survey NOTE: Accuracy of survey limited by snow cover. �'`fir :L? , MAW Or DAR OSUM within three years after you first discover such defect. REA LOT 12 BLOCK A 3122191 In no event, may any action based upon any defect in this survey be commenced more than ten years from '�°64,.4..aJw °'EQ`m81` A RESUBDIV/SION OF VAIL DAS SCHONE • the date of certification shown hereon. i�;`, °''` DDF FILING NO i 1"- 10' FOD BOOK om SHM N0. 252 118 1 OF 1 I' FED JUN 041991 2a'-0" r ' WALL 3 WALL STEP S1 STEP ,�-= - - - - — - - — — —— — — — — — — — — — — — — — — — — — — — I - - — - - - - tt2'-oj — — — — — — — — — — — — — — — — —I I i �gg•_� i 1 02) "X 8 j I j j FTG. 12 I j [ I STEP i u I to t - - I I I J JILT" 1 9'-7" 10'-7" I I S3 I I 10 I I I FTG W/(b)-#5 10": [ 1 WALL I EACH WAY. 6 3/4" X 12" G.L. W10 X 26 OR WALL j I U O 63/4 X12 G.L �� I r - - 1 - - -I OR (2)-12" M.L. (5)-12" M.L. OR (2)-12" M.L I I [ I 1 nl — In r,) c01`FTG. j W a� oo I [107'-4 1/2] ( STEP - --E-- - --�----- -------I—•-� I X O) co�, UP ONLY UP ONLY '- - j i - I I i I j ° I — L - - - -- I 7 Q) o — o^ ,- 4 � m � Z70) I N t i s1 o 04� 1 o TYP. i UP ONLY U .1.� xx j I I I Igo 1: m �n N N j I ^ 3'-0 X 31-01 10" 1 C: �h.I. FTG. W/3} 4 SLAB-ON-GRADE w i I EACH WADI. - - - ON 4" GRAVEL BASE 1 -Y� - > 1 � Q 2X 10 OR I 0 16" 2 X 10 OR o 161, I I I I 1 O UP P) I m 06 ONLY 3-11 1/4" I j ° 100'-0" jrJ ONLY j [ Lv N°� T.O. SLAB X �V 1 ( C 00 04 It I UP ° I ° N 4 -12° M.L.M. OR ONLY 3o J I j 710 X 17 OR OR UP W8 X 24 1 ONLY - 1 ( STEP ; + j I STEP WOOD ON L UP v SIMPSONGL'T ONLY I j HANGER STEEL j 7' 011 I OPTION (4)-3/4" 06 o Al BOLTS LOG COL :jb RE: ARCH I ( [ 1 [102'-0] o� co 3 -2 X 10 OR i I r - - - -i- - - - � ( j - - (96-0, - - -- - - - �" - — -- ---- - (2�}-2 X 12 7 I I o ,._``opNALD�;y�.,. p ,4q� eee�•�GISTE�•FOe��©i I UP ONLY ° x I I 8 N STA1R j j STEP I S1 I ,�� 1 I WALL STEP I [ _ •v 1 qtr: L j FTG. e n v i I [ e 3 -2X100R I - - - - - - - - - - - - - - - I � ( L v �31-2X12 I - - - -- - - - - - - - - - - - I Vie♦ fie• � I — r —I 1 I I o .,, �,C�� ,., 1 I i I I I I °0 2 X 10 ( I STEP 9T-6 j WALL O 24" I j I j I I j I 2 STEP o 1 1 b" FOOTING W/ \ i CH WAY. I I I I 1 STEP I I o+ t o I l o N (2)-2 X 10 I I I j t o I 7 FTG I STEP 2X10 OR LOG COL I I 1 �'.t j I I 1 o 0 16" RE: ARCH o CO (96'-4) .. 3�v f 1 �'-O� TYp - - - - - - - - - j i f j FTG [ WALL 2 X 1 v I STEP I 1 STEP ( I I I f3 -2X 10 OR 3 -2X 10 OR 024" 23-2 X 12 f 2)-2 X 12 I t o 5'-0 X(5-0 5 10" I I I FTG. EP ° o N 2 I I `r AY. WALL I 6�� I EACH W _ STEP N N 2X10 OR x N S1 I [96'-4] 9T-0 _ - - I i 3'-s„ 1'-Q,. 4•_0" Op I of 2 X 12 Ci .II ( _ _ t I W18X3511 I L - - - - co -0) - - - - - - - - _. - _I i- _ _ - - _ f I FTG. 1 I .. I STEP I I WALL (3)-2 X 10 (3)-2 X 10 ( �� ABOVE UP ONLY (3 '2X10 OR WALL I [100'-0] in ONLY ABOVE STEP 1 I 9 SIMPSON 51 28'-0 I - _ _ _ J PROVIDE L5 X 5 X 1/4 U HANGER TO SUPPORT MASONRY S1 SLOPE RE- ARCH i i STEP 2 X 10 0 12" ASV. W/3/4" 0 BOLTS 0 8" 2 X 10 6" s" 1'-0" I i N O HOT TUB 0 16" EXT: STUD WALL X-611 I F �f ED 0 2 X CONT. 1RFI7ED- [�1-15 CONT. W/.'AO 0 X f0' 3'-6 X 3'-6 X 10" 1 1 \' A.B. • 4'-0' 15 • 16" 0.0 HOR -- ---I EACH W - -I I- -I FTG. W/(4)- 5 t e" � MILLED LOG I I Town pe elop Community ment _ j5 • 18" O.C. vERr. 1 O [ Health ff�e LOG COL ( j 1'-0 X 1'-0 CONC. j (?+ , RE: ARCH I PIER. TOP OF PIER I plan Q LOG COL. 4"SUB-ON-GRADE ON �- - -- - -' ELEVATION = 100'-6 L _ _ _ ❑ RE: ARCH #S • 18" 4" GRAVEL BASE' (92'-0) (92'-0) 6 gpp�OVad U i [] O 18' LEGS ALT.SIDES 51 )emed 15 • 18" EACH WAY •+• - ••• •- - - VBhd' * n r. Y J © . . . . FOUNPATION f G` j Sec.303 k�,PI—AN Z C �V I �J rte, R r ranting _ � L" �� -�,�.ncu 0 g of a P'� SEOONP L-EVE1. FRAMIN6 PL-AN ch '4 not on of an 4 _ — n p ns of y of t' • 1/2" ISO down 1/411 = V-0" 11/14/91 rr,on f he jurisL 1/4" = 1 '--4" 11/14/91 — FOUNDATION NOTES: �ne0lflcat+on =,e FRAMING NOTES: 4. PROVIDE SIMPSON HUTF SCAM HANGERS WHERE BEAMS FFAME TO = 2 X 4 KEYNb1Y ;;.1, �^� thsf 4� (yt+fie' •� ,,r ;ecHtoetlons ar►a 1. ALL COLUMNS SFi�4LL BE (3)-2 X S UNLESS OTHERWISE Nb71ED. FOUNDATION WALLS. BEAM POCKETS ARE CONTRACTOR'S )PTION AND " " 12" (2)—b5 CON: 1. FLOOR ELEYAAOI�S SHOWN ARE AT TOP OF SLAB OR 1t1P OF PLYWOOD FLOOR SHEATH ;, r ARE REQUIRED TO BE 3 1/2 DEEP. 2. ( )WDIGTES TOP OF FOOTUG ELEVATION 2. ALL BEAMS AND HEADERS NOT OTHERWISE LABELED SHALL BE (3)-2 X 10. 12— Z —� [ ) 5. � INDICATES LOAD BRG: STUD WALL J. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM, SHALL 6. Q -INDICATES COLUMN DOWN ONLY UNLESS NOTED 07HEliW/SE: [ ] � WALL sItYA710N USE SIMPSON TYPE PLATE CONNECTORS, UNLESS OTHEWISE NOTED OR SEOTION •{, 4 L1ITUAI E HAnCW iOO'-O"EQUPhILEAT TO ACTUAL.EIEV. a 7979'-0" sHomy oTHERWISE ON DETAxs PROPOSED SUSUrL IONS BY 7. ■ INDICATES COLUMN UP AND DOWN UNLESS !T SITS ON CONCRETE WALL I S. ALL SLAB ON GRADE SN4LL BE RONfCRCED WITH s X s w1.4 X w1.4 W.W.F. CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. 8. [ J INDICATES TOP OF PLATE OR BEAM ELEVATION. • �/4" � 1'-0 � . tY t Y n r l I 2 X 12 ® 12'1 UP ONLY UP c� e, 51/8" X9" GL X UP ONLY 0 UP DECK UP ONLY ONLY 5 1/8" X 9" G L N(2)--2 AIL W/(2)—ROWS OF 10d2NAILS60 6" & 2 X 12 N UP X 2 X 12 UP ONLY `� ® 1211 ONLY (2)-2 X 12 2 X 12 ® 16" N N STAIR X CV N v i n (3)-2 X 12 win —2 X 1 2 X c10 ® 1 VII TPIFZI� L-EVEL. FF.-AMINC7 PLAN 0� E-\/ l- .�� C__ 1/4" _ 1'-0" FRAMING NOTES 1 ALL COLUMNS SHALL BE (3)-2 X 6 UNLESS OTHERWISE NOTED 2 ALL BEAMS AND HEADERS NOT OTHERWISE LABELED SHALL BE (3)-2 X 10 3 ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM, SHALL %.,�` MOALD USE SIMPSON TYPE PLATE CONNECTORS, UNLESS OTHEWISE NOTED OR .`��;� ?,}��•� SHOWN OTHERWISE ON DETAILS PROPOSED SUBTITUTIONS BY �:Q CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION 4 PROVIDE siMPSON HUTF BEAM HANGERS WHERE BEAMS FRAMF TO FOUNDATION WALLS BEAM POCKFTS ARE GONTRACTOR'S OPTION ANC ``� ARE REQUIRED TO BF 3 112" DEEP %��TF `�•�O' .` ��'9�.is�ONAL • E s*�PO♦♦ I J INDICATES IOAD HRG 171JO WALL F�COLQ;.J♦ F [3 IN0117ATES COLUMN DOWN ONLY UNLESS NOTED OTHERWISE 7 INDICATES COLUMN UP AND DOWN UNLESS IT SITS ON CONCRETE WALL 8 ( J INDICATES TOP OF BEAM OR PLATE ELEVATION AF%4% T Tow of Vail Community Development Plan Build Health Fire Approved 0 ❑ 0 Dented 11 ❑ �'--� L Monroe & Newell lalidity of Permit Engineers , Inc . Sec 303 (c) 19 U B C Ne msuance or grantirg of a permit or approval of plans and { P 0 Box 1597 s1�ecifications shall notbe construed to be a permit for, or an 0048E Beaver Creek Blvd Suite 307 approval of, any violatgn of any of the provisions of this code u, of any other ordinarce of the jurisdication. The issuance of Avon, Colorado 81620 a permit based upon pans, specifications and other data shall (303) 949-7768 not prevent the buildirg official from thereafter requiring the- correction of errors it said plans, specifications and othe, data." DATE 1�19g1, I I n _