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LIONS RIDGE FILING 2 LOT G5 PARCEL D (2)
`7 *�F 7�7 T -�7 .41, J1 t t 7 P. As VP F. TT� 3 ti N P U x 7 A A t r 0 t .01 1C 019t dd, v4ji h. Owner: 6 Ide 0 n Colora(fd` 8040 ome-TOT 10055i F R eor or k' 431� PO 4016 Architect. Tolleson Itchit 27925 Highw6yT* Evergreen,: C019'-2871 674 Fax 674-805 0 Table A; (as; Structural 4st P ndefor 3 Awl 472 gineer: 8030 0 49 Bo Ider C91044 En FAX 499-091,5 er. on fi "in M6' Now Geot* chnical Civil: Engine P.O.' 80. 978 Nottingham Ro4(1 Avo CO. 8 820- q4 91 5012 FAX 940-9339� 0- Ai SHEET -S-CREUM E 0, Al ' Cover Sheet Project Data A2 Site Plan A*1 ke A hitect ral Lower Levei . A4 ArchitectUral Main Lev A5 Architectura[ Upp' e' r.'Level A6 East & South El vati Ons A7 North & West. Elevations . A, BBI Interior A8 Building Sections A lev ons n e rElevs A9 Building Secti .,CC,DD , 11 do u Al 0 Door ScheduleR ilding; Deta All Window Schedule, Building ' e s�' tail, Foundation PI an Sl S2 Main Level Floor Framing P,Iah� . or raming, S3 Upper Level Flo F S4 Roof Framing Plan S5 Structural Details . El Lower Level Electrical Plai: eve a an, ir E2 Main L I El ctric I P E3 Upper Level Elec rical Plan .,r wn, Town ut vaii community Develooment R( Note. Artist's Rendition, Perspectiv sketch is for illustrative H& Firs purposes only. Actual details may. vary from this sketch. Refer to plans E 10 actual work. ind levat ns for the qproved 0 0 (3 Denied. 0 Validity of Permit f Vall'L, No. 303 (c) 19 IJAC. 10 .01 rha ance or granting of 6 permit.or aPPI'V pbf ntions'shall not be constroo to 64 a fAit this.cci�, -0val of, any V ons,of ioiation of any of the pi,ov'lsi Li'mcd Of inarica of the jurisdication. T�,e o! iny other Ord haf refiit based upon plans pecifications and other data i the building'oifi,cial from thereaftor reciuir sp6cjtlCa*t1ons and ozon of errors in said Pia R E N D E 13 1 N G F,E T COVE R SHEET t ie, e I ATE* E 0 TITLE, SH F ------------------------ --------------#`� S 7 . ...... 77 C> 0 0 to -0 to CD Co. OD OD 00 to vlqv -t;A� ?w Loi IL C 280 A I WeR WA rej�r Af-4//V or -*AST&' 0 ivy q IV Aft NEW PEDEST'AL OD OD Ll r/ W CD CD qFP Af IE IV OD 9 W pJ4 E 63.9 0 8301. 'roe W (TOW1 7, t� S140 M efile P 0 C),08�j3 ! COJVD, 61 r V 57 -STORAGE maw I Pa 0 U1 r) CD NEW a 2 E; 0 P)4 E S 7 E 0 TRE INE EL 0 I Ntr-ET CL 2 "C3 .4 /4 0 SCALE 270. (EO E (D. C); E c P C, 71 0 kw j: E'PA RK4 I 4� 0, Z_ §P 3. LOT 14 Ad E M.0 < (D Z cz)SS 1 49.0 &0V W 01A General Notes' With be revegetated All disturbed'areas to Erosiqrr control blankets to be used on aff Vs!sOes exceedfn§ 79.Q k i 0 z 60 40%. vegetaJon to be drip irrigated. z "r -tALO tu Landscaping shown indicates minimum amounts�':Only. 12 All new right to increase -or modify. amoOnts, Owner reserves the and. exact locations of landscape items. LU 10 831 . 0, 08 Now 0 Elevation Schedule 3 VO Ov.0V Lot "T ' '82077.58' 04100 tT4DWj 44.00 S,a0c, V5 T.. + Lower level' slab 74 E 84 82 0 E'. Main Level stil5floor 8290.41' 80 -6,U T I subfloor Upper leve 7 50' Top of highest ddq6 0 A I AL Lot "E" b at rear of garage 8280.46 Garage sla Lower level slab ubfloor 8294.,10' Main Level N1 .90 t4 rl,t 14P Upper level subfloor SANDSTONE 'DRIV-8-r.(.50 9322.00' 9- Top of highest rid e -CU,L DE 97. 0 _T_Z, (TO -ave 8970. 1 (EOP) 73. T (TO 93.0, F. H. r L r!dge T' D + C, -PLAXLEGEND SITE 7-58. 10 rhimne OD imne e Exisiting Grade Elevation Line 0 97.0 New Grade Elevation Line (TOW)� f-aj I W rid ?Ae,-,r Rk)" Spot Elevation .0 8270: 8308.0,Y e. Drain�tge Direction 0 10 OD IV , Driveway Slope Indicdtion- �0 7 DE'Ci/'+� 73.39 Property Une N.77 27'05" E. 3 9 80.0 76.0 (with bearing & length) 84 (T6W) 0 SNOW GE 01 STORA Building Envelope, Setback, Easements- 94] - 6 D ra)V 80 Vr - ' d Shaded Area inoicates 6e" 17A4 Building footprint CD %1\PAT 10 rn VS-,V L 91.2 -CON-C. DRIVE PAN CD OD OD 0 -HOT New Quaking Acpn.Tree SCALE : 3/41&= I q- 01% (Populous Tremuk-,ides) OD TUB r.2 7-A L.- 3" -_9� Ca�fper, 96.0 New Shtbbery (TO Service Berry (Ametancheraltifton rn mountain Sage a Igitia) (Arte msi 'Fri New Colorado Blue Spruce (Picea Pungens) S-ite, Plan Ponderosa Pine (Pinus Ponderosa) SC rqV4 ALE- I /8"= l'-O M1 f W, r 'Trig'E E4 io 0 0 to, e OD CD cD CD- 0 C" OD I �/,D/ if) 0 04 40D CV C4 (K) OD t— W P 1�_ 0 0 1,0 to GD, 04 CID C\1 GD OD N C\1 N N N N C\j 04 C14 OD OD OD OD OD on CD WOO, '06 ei- % 41111, imp Oft 41 Z r PCW LA -41 e— all E 'A 03 Ift N. 090 565'44 W 75,00 ' :L 3w ifeT W.M. Floor Drain 7% Stone 64e TO.*Stdtve. w tot 7 0 MC conc. v v in �78r-t�M 13-A8 _Iru Irk F _ZV wIn Storve A T.0. Stab TA-StO 43 1,/4,7_ 2 1/4" 279%. 051)LO& -T-0. Storve TO. Stone UP IL 00, 77 277 -7 2r v ZVA 3 lot.- a,rao arch arch TO.S t BEVAS BB/A8 (:0 0 Yo rch*see A"Ag VP at T.O. Slab 04 -A10 arch.U rf3B*N (B-B- co6o. Con CD iO < Cv CL co 7 - 5 V4 279! Stone PORCH REFLECTED CEILING PLAN 2 0: W& 1/4 TO. S I a b SCALE: f/4 = 1 0' 2r at 7 72- F 1i P 2 78'_ 2 1/4" 9t9' Dr "n e -cc! r;-, Y2 0 Floor -ftactor,ow ylzn� bringany,ftrepwxies,to attention 7 step ab -1.) _M1 JVNV�� . .3, r= WU">V" mXtetial'of doing any work.the Con ftwm§cale i,6 an CaSes Uft*Ss a* I offiet*ise hate& UhlargedA�ftft�`s6po smal*rsc 'S note&, Scafing off'of rawir*§�f&-dij6djsi"M<�r % 0'ftAn MS Without!=Mft of UnaCCept&le. Failure to notify Ifitect of thangel�nnde ftom the V1-*a f the Architect shaU relie%Ae the Atchi rorn respormbility for all consequmves thereof. 0� 2.) aterior franitfig is, .,2 x 6 ftim,no wq other.WhN at"t6flets,should be 2.x 6 for U P 2 77'_2 Iry plumbing requirem"*hen nec6sstftry. AUAMS ABOVE-9(NM FEET M HGGHT cl�w W106u- �"Vlz Porch woo& shall besheathed with.V27 P1 278 4-2 77i'_7 Floor andt'Roof 10M'SYACtN ne,Plaft as-a G IS NOT To SCALE. D(YNOTusethe 4or number o joftfS ActtW sp�t�ofjoists is specified means of counting Mefthyrii fl* uive(L' Ing, req n thege plarts by the ntki66t.. .406nhwtor Ab&&Appropriate-- ubcoftnctor to determim mid be few" —./7 T_ S. 090 56 '44 42.00 4 NLWM;�DIREMON AND LA YOUT-OFALL MV01ANICAL-DUMVORK IS 00 SHOWN ONTIW-SEPLAMAS,AC�E��L�NDICAnTox,,ONLY!-!!!!!!!!!, UP �orarid Mechan7x2d Contactor wby and Where the architect has meant,to convey to the Cont-ad --3 e,e- altowed teilings�-thr�ghout the projecit.,-Actual size�direction and locationf regiukWto supply ft proper amount of HVAC ductwtwk, size,number andilocation of reisters 275'-7 required,is to�be&Wmftjed-ti�,tt*,rmhaniml,,!Rm&cc iatecon"Itints.,Hoever,NO OTHER DROPPED I CEU 2- -TGS;gnMR-MAN THOSF SHOWN ON;THESE PLANS,WILL BE AUOWM UNIMS APPROVED,PRIORTO INSTAIJAnON,4 BY THE OWNERS OR 'ME ARCH-n=. 5.) All F_xterior Colunlrmq&orpbsts am 01x6 urilew rioted as,otber. Plac one king stud 00 each;sWe of oolumn wbereverjpossib*or applicab*. 6.). All Interior Colurnns:�Ahftr posts are (2) 2.0 unlessinoted a&,other (seeplans). Place one king stud each sidee of spedified column whem' ver possiblef D fq�-6 --6 -,94 raw 7.) ,ALL Hea&rs are (2) v 10 doug fir unless.,noted as other. ed 8.) Micro Lams are.1 314"wkie uao, Depths are notedn thest�plans by.engineer. _7 9.) All ledgers.are 2x 12' un,&o...See plans�for hanger sizes (unless noted asther) joists are lt7/8`TJlr 10.)- All floor 16"'o.c. un_a_�o. All blocking arid Rim joists by engineer. r,all tructurO a �:bv Str Lower, e e an,(7 Any.,di Engifieefingn' Archi nofts shall be rtpoiW 'mMe&tely to%bel Eng'W& _=tfi*a befOre."rk beek 1/4"al '- 0" SCALE FINISHED SO. FT. 665.50 -MAtIq STAIR: LOWER JV .75� 'OWER-�O GAR AGE. 0 -ft-1EYEL-- T N100MS. VMRALPLAN IRE-f T�j��,q .11"ftor (WkK *bXbW bod od tii�w "of S%b,:ba aft MOM 4W, cc D 00001 xzmjmjr �ek and" 00 91 jt .16 ot.7 .j 2 ) .stone tC4 0.3-A9 0 A9 291'-2 3/4 Concrete q '16 JSLAND 4nT J D N Stone 110 Cig. 0 8 0 LME14 Je0roaki W&Lt., 00 `0 ti BB 07�AS of-M Atone Carpet cr OD S.R. arch It UP 404-AS S.R. Bat _07 it05-A9 arcn BB.-AS tCar fyI �P Lo 4 R 290'-0 3/4 2 UP A If T.O. STONE FLR. 296-8 _P B S 9b 7 B es,U nowt/woo, �G T.0. GYPCRETE 2 TO SUBFL0OR 290'o.5 3/4 C) Bed rtm- e C17-f F-I e�A L� Vault stone/V'auft T� 60V Vol stone T.O. 1/4 It. Di Ft. 12 TO. SUBFL 296- 7" tone 10 c1g. veneer I de, lnsl.d BB-A note 3) Ilk omer . T.O.r �A TILE 290-1 05 .4 D 314 (D2 door 10 WIndow Seat 2 T i te eck ,. L not e Yo 10 4, TO. TILE 289 - 10 /4 oleo 60 SECT-ION .99 01 1.gj 0 1910 ZIP t7r 4 10 n L) W 0 0 P am Leve SCALE 1/4"= C ELEVATION FINISHED SQ.FT. 1390 SrZ PAN RACK '97. '75 STAR: MAIN TO UPMR SCALE: I 1 0 DECKS I�8'5 001 EE - t :'.. t... y M M1. , _ , i i TA f 4 lal4 i. ' R.P INI= i lop z .. - .. _ - r�-�,fit► `mss. � . ; o K } ell to I CC NlyTar _ • h►�av�v Q� # �L \� h �-I�ta W/ No . tm � . ru 11' 1 c G - I. t' b 4 o� 15 L4 a DRAW Q 8`soffit �• I - "7lftare a a m cv E i m._ x 3 1L M a skyti I a _ I tt o b � �eou ; � 36° (. �o van. I o to _. _ T 11 -A8 V4 flo - d shoes i4• 30,.r � ��S T.O. GYPCRETE I _ 1/ I 30 8 3/4 Carpet I --�- 7:- larch � T.O. SU BFLOOR 301'-7 1/2"/ N r8,B -- r skrigh#s -G I11� Q > Stud d� / — = -�N- n_ , S e — Car e t-\N Vault dSer t vault flar , ge p . - BB•A � knee S a _ fi ^N YYa�lt ce = 30"van. 17 3 Linen- E5, : + 8`clg. } �8`soffit Ste I a } I SAC NoTB 3 VA ' _ { ►r } 3�2• 1� 4 Carpet i: -fv -d I ►► I n ( '_ Arched j P• I ►� ► G L� N ) Vault •� Z.p14•r F R ) '� Q vlf t� Soffit a l I Z r.� I I ►� _ QUID 1 L i f, , 1 r � •� IS-B Z s do OF Tv lei jr i 400 C) tat l ys t II 0 i 7-0 /�i C�cQ rr:r 2>z 4r/Zr► oG.. l U L,L, W Lr-rr�) -il• -� �,� _ t , _ jig- - I' �/1 �/S►�,.�,. 1 � "- 5-rr-IkIr,Ca !4 Ito" I vg vr 1 { X G�hY... �t�� .. 2 Z•i 3�u • � I f ,.fit - IrJltJnoW ���' D(r►�t�'h LvNadt� x W�� �-rr3z.u�r � -_ �, q-" �'L•�' �r� - NOTES Q {�j�� p11-'SGT vV y�. ` `f-N�4T D ra w a 6 •'6 - 94 ��� � �I E u�n��Fe�� I Rey' sed N I�iA�TE z 5a'r} �3E b r-1 : 2,< s zD 2r4'� y ` Turn these r 3 cMM with wood trim: Ix woad trim for verticle trim,standard • F � window casin trim , O 1 TYPICAL STAIRWAY S E C T I O Iv like the g across horizontal top atom. (windows should look y wrap around corners,as one mt). SCALE I t/2" = t `- 0° U per .evei P I a SCALE: I/44'= t'- 0 + ' FINISHED SQ.FT 8T9 33` 4 . UPPER LEVEL.,ARCI'Ll, UPPER LEVEL;DOORS - -- -- - - - --- UPPER LEVEL 8A°SE TITLE SM EET Se STRATE '- „,. - --. - _ .. - - - -. - - -. .-... - - - ... _. . - . . I � L ': ' I -i _ . - .. _ - � .: ., _ - _ .- a -. _.. , .' �, , - - - - - _ _ I - � - - - \sir -. - - s - l I �. - - .. •L :, -,� r. i .. - - : , I . . . i W ; . .. ..._ - . . #- - , . _ ,♦ .. _ _1. I Y .I.1 ._ bit i � p t, I I . .- �yw y - .., : - - - is - 1 CO t x- I. o'f,. I,1 . . _.�, U� s - l0 17rJ A WOO _ -I-I - - 1t ��lv tZ�h G�tT ►► _ ,1., T a� Zi U1� . �` \. Ye l4 :c� M �y K/ � � — 'E ,,.. . n - - � IP el , � �i�t7ti H6m1*e& It rz, h'Crl o 1� k _ �_ M 289-10 / _. 3 r tt ,- M .. - { ,”11 N .. �\ ,, ( . / i G - _ _ . , �: , T V .1 _ i. - ._. : '. . K { L — w _ r ♦ r y- ., ` i — . _ . � . - .. _ CO - � - 290 5 +3/4 . �: ,. Aft S . ,t.. - -,-., . _ , - t1. I . � .,, ,. r _ f , , ! Y, ;, a . ,. - _ t , ,: 1 - s k I ,... - 2x , r . cv , �-- _ ; ; ..' I ] - - T _ � . . - . F _ I in tl. , - ! 1 _ I - t n E■I �- _ ,� �- \ I ► — _ /I au - I% / N t �.11, W Utz: , . tit Y v !*^ . - I - I.4 ►�I I,.l . } � I 0 „J , . _ _ f _ _ / , I _ , , • 'rJ �t � _ — —t±�0.1 u 1.. - - -esj& _ �- \ d_ .- `i� _ Rf' ` , ` ` J J7,F?-” _ _ w+-, I - V�.. �/� . , , � ,,1 7 I T I . - ' -- . - � n, = zL".R� . � . . � . v'" ;i' 1 I 4 r :_�,_ _ ! _ i . �K / -. �f �' mE ad ._�'Z - �:_ :. •: ._.. --" _. ' .. -�/ _ I Rte- L-'° f/I 1 t It I1 R it ,;;, l�fat - - ''yy _ 11 . -' F I LZ, �1 . - 0.4;x:• � 5v � ° =ate I //.�� may `` >, (,° ai a, c jjr• - �X Gr] -V�„♦..' � - - • �' 3�Z ",♦ "�,. . �/` t �'G'F - �- 1..: - ` I I _:d', m N-r 4 R B N..d . , 1 . - +� ♦w _ ° I Q o c R J I V/ i V m ° m m m. E m y m > m c G t� - Ro- a_) - _ �_ I - � . . r I I ON r r . I s/ i„ ,dam 4'7,s ,d t,1 � A., r� - a U. r - R - . Zx ID J 1 ' —�' - i - — ?L �y U d 0 - E R °- R , \ .CU-7 . 04 WOOD PANEL c aa- . 03 STUCCO CORBEL 02 DECK EDGE 2x �r�1� _ �_ aJ\sALE t = I _ O u u u� �. �� , i t c E^ R c n SCALE 11/2 = t - O SCALE 3 ! - O _ w/St�l.� U R U , N 1 �I � I 288 - IO 1/4." �' .A8 AA r � IN«e,+ D CC r i. A8 Ml-raL, G�1thN Y o e,�p --- , A9 . Q O . - n — - - ` - - o • .. - 1 o eA,e-5o � Dp 0I THRESHOLD . . �S� �. el ��- A9 SCALE = 3" = t `- 0" .. _ — '�O y Vr�p T th1tJD 23 � I ! .� '� PL. ;SHOWER T I L� wt� I N� / PLO �. PL SHOWER P t N 22 .. �. MASTER U PER - Q a _ �.o. - . PL LEVEL PLATE - . UPPER PL 3091 8 5/8- M I 308�8 5/8 �" woo — R,o. ' I- - - - - - - --f` o UPPER LEVEL PLATE � w 1, -- - -- i V%. F- r- :,;' �I ( NdDI.� 10�' ?!?GGO QUO 0 - W�I�.�; 17 \ - l� 17 � I- iGcl*l 6--I'owic" ���I7 17 ) Oh Q 0 is III 1 o'lc �j = _ _ r f %_j I I , /� 'n �//�' _ n 4 ' / 18 \ _ w lj 19 i � 0 N6 ,_ n 0-M ' �� -'ry t2 _ - ��1.11�' J o \� S?AP-r N - TJ � _ �` - WI•�R►J7 ICMotzlvE? -� °� - 1- ;t - � Gri 'TI2 P'I GRlGI�ET a� _ _ Gott 111. 5 Q �� 12 - - RT% �' _�\ _�nf I 'n'ti5 \ •�- a _ 10 TYPICAL ALL t.: �- a t`10'f '. ��♦z� C27Wf �rT PDIr.IT � I" Ll o )' .v: SLOPES U.O.N. . UPPER . grAk 1L,5 Vt� L - -� - oO �' .11 LEVEL SUBFLR: _ N 25 :0� 2x4 VP.e IQ& S-re1P D� / t IN I I {I ; ; ,Z%= 4 �� i 301-7 I/2 2 -J z 301'- 7 !/2 -p r0 AY-1 b��(�'� H.Lo S' \ SUB FLR. UPPER LEVEL SUBFLR. _ F�i4'rE - •�-,- GREAT RM: PLr TiiZ O . ` - -- o �a. MAIN LEVEL - wry 1n O a r EL PLATE �j_ a ,'" , . 1tJJ+�..�'1L� MAIN LEVEL PLATE - .�. . ` , N i a =�1 r'0ol• y I i . ,� �_ _� O I - I .1 1, . .11 � r` -- O i — _ t , _ I - ---. 3 3� I I I. . . � .,/ i� -� 5 (� Q . Q.j Grlu�'✓a'7YP SIT (D] .. _ `' i ��p To r . ; _-;%l I -_�Q 4 P / \ ; p ._. Q — ��x�r 2 z � . . � , _�� �. 16 j _ 1 � Q ')-1Ct�1� .Q ��, o- g t'` Tr�y�l NSl'b�r1T t _. � . : 0 1� o- -\ ,Q }: \ 1 O t,' Tel - _ M�11� I ; I'll-,' - ,� -1� , Zx Qs a. - . \ L i 0= -- � . V i j r i t KITCHEN o '�_,-. - , I GREAT ROOM a DINING j f — • If11 r, MAIN LEVEL SUBFLR. _ — — � I I t BDR M. BATH POWDER!b I 'I ' 290`-5 3/4" (' �, ;; - . r 'l TRIM I - I I 1 N i _. i� to a ER' 290 . 7 - • I I I im li = a- _-- - MAIN LEVEL SUBFLOOR MAIN LEVEL � , I t W D I+.Ip WG?�D IZ M � .i E ► _ SUBFLOOR - - -- - - . F - -- R LEVEL - - -- _ I I - _ - - - - t r -•, 1 . ----' I`�v Irli /�il+� IU t� /�Ir�J { � i��iP�"`r;�1 � } /. -- ti . i Y� - �' j, �� �. -it. � ,%i}- t✓Ave yX fD I:2-s, G'FD -4',_. r. -� S.lP.y-c„1 1 �' - - S - �E•' l3Epr-l�- -_ I I ''•-,I r'I V N l-E� •.-C_ F - _ \ �, —�_ .1-11 .p I i NoTeD L�5 O?T -- EIS _ .I-�1� _ v� . I --- - ,-7- ` T p - -> - 00!!AL,L,% I �l I "'r . ----// / I t2 Z. r� 11 � I I .. I.-. " I . r t _- O �J - -- �'r L. -%I .'-- Co I - - -•� I I G'o'f t.. L 1 I I I � . i I y �G�t'.�/�i. TI-IPt� - °. . b - --- � -- -� CJ .� �7�. MEDIA I 279'- 4'` 1 I G.� U _ Stone Band r ---- -- - = O TOP OFSLaB � I 279`-5 1/4`� at BEDROOM � I `� i � _ .` N -- , - +—�— -� —I -- s ._ �._ --�- - ': - - - - -- -- -- - �Q w , /. r - t� . _ _._ y -- I a 27 - �/ -� Y r- -) `�. t 27 -r'` = -- -- - - , { 7 F 7 It D ra n - 6 - 94 .s. t' e - SLA6 AT GARAGE REAR-� - _ PATIO - - : .�' -� r�_ ; 1- �-� Revised 1._ I �,-- . 1I i l► I Q p.IZOV U L-2 I IZ� ir I r, W efe 0 4 --- - I - . - - ___1 }- -ro :pLr.Hl 0 h PNv-r. I I I � � 4 r + � " � / � I , - - -� - .t:4!pr - I,- . : � I r - . 1o"1 PV . _ - `��w. , � . L I � � . r.- So uth E �evatior . 11 � r i I . . � A,�- I. 1. .� I I . I I 1'�,,� . .- t, .. � ,� I I . v .. I East Ele anon SCALE = i /4 = I - 0 SCAL t /4 I O .. E " - • - - . r i r. � � I - � . I .� .I r. ELEVATIONS r I 'i - - I TITLE SHEET She et - . . ' .+ � -�:_:- --- - --- - .- .11 - --I-- . `.-., , ." -- ---.-.... ", - --'. _ R . w _..- T- _ _- _ - 011 �, _ , ,.a >, >._. .r s ., -�_•• � I . . c ,n.ea.,.. .._ .- .. _ - _ - - - .. — .- . . .. . . I . - . - : :; *. .. . . .. -..,, . - - ., - - .. : - .. _ ,. - - I t. I. ',:- ,1., N s E -_ - ; - . t . . . 01 7:,1./2. , ,. 3 - - r' . 11, .. ---- - - -- _- - .1. . M 3 11 CO .� . � . � I �,;m �� I � I � , � - .1 �� .. ,. " ., , ��4 .�� I %I ,1. I- I'L`f Wq u tt. - ,- �. - ,:_ - - . :, t !� . _ .. . f t 1 t c L I „ � r I ,a z:' �y ,. "-1►� , p i' �. t .. . 40 . , , . a _.11. . . ,L -I 11 i,, '� l 0 ILL� f - - O_.. - • -- - - -- - , ,' - W.-. �, _ . i •A6 . . . 0 , . _ �. , eG �.. . - �N A S M I'l R 1 . , , ,.., / I L. ;,` 2 — i r ; r N I Y.- ; . . -�- w, ; _ 1 f . _ w Is r T R t � _ O!'�' I �9 , � 1 S r . } ` ` r TF V M� .• . -.-- - I GGd Gw - V _., 288 - 3/4 . • 11 � - . ,_ , i . G' } j m my o _m m- o'o _ _ • yy : .', - � :. '. - < .. '. - .. - a � - .,. fD. 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IN*05 TYPICAL RAkCED SOFFIT & FASCtA . %I .��� I i' �, . "N rougt openings or pouzg concrete:walls wrth 3„ 1 , o„ - -- •�• , _ - door openings. Rough openings indicated on this s c A L E _ . - , 6 N i%�I��.D "A..�s. f s schedule re#sect manufacturer's Iu,er"s .catalog _ - ,' "'"``' / i r 1nOrt71att4r4 H5 prOUided '24,the Architect: This Exterior Doors by g with Clad exterior: standard tan clad color. Contractor to submit 11 �u 11 I 1! ��,! In#orrnatwca .11 s subject to charge be revised rtd.:must be. '• However: ioo�r schedule must and ,lyg ,� :: . , froam ax leapt due verified ved by Architect s1�ouId any supplier other than be selec ;� _ �_.. - - . - � W sou I 17 _.L , 0 Q . . 04 TYPICAL FLUSH FASCIA - a� fl � _ Door e e : SCALE.; 3��= I �- 0 . � Q f - ' i JOEY MODEL NUMBER A8 of R.Q.; BCJTTOMofca � ' �i:Q< R.4. :_ TOP } LVI DTI HE 1GH T ti w - Q? OVE n ove LOCATION REMARKS . . SUB FLOOR j li" FL ' OOR ` �2' 0 .. t' - r.1 I' ,oI I. 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TITLE ..SMEET : .. I I'L L . I i � " r . . .. � �j�,�_ ,:,i. - � � . . I I . . . r . I . I . . �,r r 1. ,.1 . . � 11 .� . . . - . I � I . I . A . I I I I . I - . - r � � ,. 'L I.- I � 'L -. � . 4,,1 �!�4�tl.._- r I I - I I . I . I - I I � I . I r � I WINDOW-SCHED I r +I. I . _. I . � . _f 1�, _ � . -. I . I � . . I - � � - . . 4" . - I .1 I I I I I . I . - � ! ! I L �s � I � L , I ... 11 ,- . . . . � r - - - . . I r � . I I I � . . I I . 1. "I'll, IUY�� _ -_r i I 1� : -- � .. ,� . - . .1 r . �, . �, r . . � I . . I � - I I I I :I ---.,.�- . r - . � . , � . I I I �rr I ., - I - i I I , : , . . - . � . � M-MEM - �� t : I r� ..r. .. rT . I . I , . � - I . . I . 11 � - . r . I I . I r _W. . . . � � I . . I r: . - , .. I I � r � I � � . I � . ? . I � I I I . I . � r ,r . . I . , .r, �,��r I % .- ., , 1,I . I � . . L , _. - I I � � I .� I I .. .1 - � . . � - + . � i , 1. I . .1 . r � I . I � I I � �. �T r:� ' I .... r � I . - - I I . - RJ�T 4 1 .- . - I . . I I . I � .11 I . I � . . IL '. . I '. I . � I � r - � - ;� E ,,.r,,,r --4,� 1 1 � . I - . -1 . r . . I � 1, , 5T ,: � I . I . r . Ir. �I - I I � .I- , "-:.; 1- �- - I I� I - # . Z 0. -- - - y 1.a _ xFou. nd Notes _ ' _ v,�- ow; , - 1 � . � : i-__�.'.'� This wall'44' diculaaz 90 de ees to Sonth L ae of B �,Enve�o A an¢Ie is v P '�11 ' j and verified the sury eor Note. will m 3'he lea�ath of this tivall shall.also be determined , '*.` - y -field yy - - - 1 i inches of the ., I 1W _ - - - - M - _ _- - extend or run' n Ien within 4" to thin -- - -- -- Building Envelope. Footuk;may not extend outside.ofBuiiduig Envelope. - -- - - F . i -,r• This LineofBuildin `Envel Th _. JA '6- , • wall,runspatal]e l to the,Sou g Envelope. a surveyor is to field,verify and .. N 1 determine the:location of this wall with to the Buildin :Envel � '1 - ,. , . �.. .-11 respect et�gth +, , , }. d 1~ ie e of thi { , - g ope. swall A8 A9 I, s ..1 K- ,,.: _1.I 11 _ ,., L: I . ��,t 1 also'bedexez�mined b the curve or:The outside face of this n 4 - y y waIl , ,_ ,, ,: , ,,., : ,. .: ,, ., .. _- . I ,,, .: hall � .>.. inches inside-the$u�l . Fnvelo and el to it. F �a r<ot extendthoutside of -,- . n : 1 Bu�ldin Envel I i g y : �G� _ = --- . -- , - -. , _ s „J ,.+ - - - - T .:. :. - e I ''. : Sze .. ,,. Reirtforcln � ., O� fo Z : 7�1.OI -�:Q In . A) 3;-3 0 3 -3 0 x 3 Q 4 .�- #5 :each way, bottom 11. M y ' Z0 I$ 2� `1 I �i3Ll�h, hI M.) Cn I . Elm . �) 4,-2 x 4 -2 x t0. 4. #5 -each way, bottom j I II �, I( ; C) 3'-6„ •x 3'-6" x 10" 4 #4:each .way,. .bottom 1 � - 1 Il I� II ( �) I I 11 I I II c E m = � E .- m O ° 0.- .. .. ., :. . - - .=L 2 2O 2 0 0 ° " .► each way,. bAttorn ►I 11 �- yl a d b-ti=_ D 3-0 x 3-0 x 8 3: #4 �-iL. Cjl. 1 Q, I _r N U;o o W.�'aa , Q Yr 2 *1' N; DI; tiJ I 'I"�_t_ : 1 As a1 v+rall ootings 8" deed x 36' wido unless rioted alhecwtse II -I,�al,,, o N - o t`�L o 3 0 gll li 1011 ��i;L, li>0llrlU�l P V, eR.L' 1� a'rQ $.�,� -m o m o 11 p.c NIv .Cnm �61wa100l II I W(A I I II I{ 8 J d2 -� Z 5L-�Lm £ I � - �__+ ?I,- - - - _ _ - - -. - �' • U w ° ° v_� '.a- o'er - ��� N p m o .a. °:E o UL'0o.°6 of TOW= 292 -6 WAIrL - _ ! .- 1 11 N BEAM tt') N � Q, ,. .9 a,Ot _4 �y(_p POCKET <v q ° v = W m C p av�� o.v r, ZycA- /71'017 W,LLL BOW= 284 - I _ - 1� II � i o 0.WC Iv:� -'E �,y - !, I BOF=283'- 5" - N. 09° 56 44 W. 75.00 a o ,o-b - m� „a o �, 1 II 1 p 2 88'-5.7/8 V I.. <21 �/1�1 -- T - a L �.Q mz- - O _, _ ..,. 8 .-. ..-,- -a.r.- ... t 7.v. .: _ -. '�r -- -."cr ,�_. ...,p,,,,.- a.,>-... x..:..s,.- - ,4..N x.:y .f.- ,,-.rn.- .n. a: - - ",�. . - --O=O y N pks!,. x,.a� "y:� _._^�2 _.. _._.. .,,..c -, . rP- r . , s�._, > 4 !`3 a .: >_ . 5�a«�++ ?i + a R �, I ,' _ V _ r�"-- _--.I -- �_ l _ -o ' -.x. I ' '.�-_ _ ". �f`'` `. l,- _ _ .N. - y•p a�Z_j 7�L - I 5k -y •ji'3' I _ W N a d.0-w O N.L-y N p 1 11 N' @./� / I I I TOW= 293-6 I `:;I :. Door ��: ;) TOW :2 -7 8-. 1`-' sue: N I 3,o r = =woo o:z -7 IKZ 0/��� 11� �.�""�" -. .-_..-.. ;. -ik' .-a„, -"'�' -�":k•. l-: 1 n - .- .. � - .1' ,e. _ -.¢.o cr.. n .o.,., u.... ,. . - . - I -�--- : _,w:l _ � 1 11 BOW= 277 - 9 � . - . _ - • - I �Ulz Ihl `•�i�IP Drain �` i M .o.. :. 77 -'9 r I . h 11 ` _,, - - - TOW 2931 611 I BOF= 277 - 1 I -�� F `�- f:W UJ. �4� =°27?1_ �II vi' I - �_ ' iG'> o \ ,w, i BOW= 279 -0 5/ 1111 f ! L' BO F= 2781-4" _ 1 : ,r-1 -'p d \ �*. Q II' _= 1 I VU �►J V T.O.S. , ��- p 1 m• p �C _� _ .. . ( i 1 11 T.0.S. k': T.0.S. CY v� l I ,. - . �- I I ,���.'a 2 9 I -2 3/4 I 1 11 5< 1 11 11 �Q 1 . __�- l� ,; 284 - 5 1/8 Ifs TOW=.292-6 = Q 1 ��,�. �. ; 1 11 sue.. - I`=- 278 I G�Pf .`+' ,ttPPt.►� Ise �i.,�.� 1 " BOW= 279-0 - I M I _ >' _ - _ _ 1 II - w I TOW= 288 ,5 .7/8 ' BEAM (( . I r . W ti-ficZ'�"lZW�1 tJ ` 02-S5 }" B O F= 2 78-4 � = I 3 � 1 11 SLOPE. i -.1,. l� T.0.S. POCKET I::`�:. . . . _ I _ {, 1 i. _ 1 11 �z,o I � TOW=93 -6 11 ��.;, � - x _ TOW= 29l 9 11 !If,yl VI I 1 11 BOW=289-4.7/8 � 278 - 1 288-3.7/8 5M.. i I �,; T. 0.S. I► I t > 1 11 I [A5,01 1. _ "-- - i TOW=27.9 -4 . . 111ik :'VIII BOW= 284 - I �. I r-' 279 - 4 BOW=277 -9 - BOF= 2831- 51' 4 - ,� _ 1 ,1 4',`. - I I � BOF = 277 - .- H41Ii� J�8 114 _ 1 11 �C � I ` ; I 1-- - T.0. Pit BEAM POCKET I . I 3 , I x. , TOW-284-5 I/8 . _ .�,,.:r 1 11 CD 288-5 7/8" I ...:1'-`a- 0 W s .v 277 - 7 ,. _w; '•'" BOW= 279'-011 `,t"' " : _ I \I --I- TOW=2 93'- 2 3/4"' ,;,. � TOW=290-10 3/4 "x. BOF=278 - 4 = I 04•S5 I i .L BOW = 284- I ,- = I i, • _ : • u 14, BOW = 289'-4 7/8" �.1,; g , L1�/�O/F� �� BOF = 2831- 5° Is 1Qv I%I O - - Q ! ,� , _-�L� I �` 13OriK 4-<; I �` ,R� _. �" ,., !, C 1 it B 4, •a .1 Q TOW=293-2 3/4 '•'' o�rsl v� a,�E r'. 7 m _V . 1 11 a SECTION I 'D - I 4 - I I N I Q I TOW_279 =4 I (/ _ 1- 11 E NAT ENTRY of 1-'OVNp4Tl0►J �1 I r - 1 11 r Q BoW- 276 I I I BEAM A8 1� 3%0� _ I1 I'J� L'L' '129° 31 21 -is► 'h. BOW 2761 I III !�-_: .Tj, POCKET 11 �.. i', I I � 1 ,1 287 5 8 I W �fril SCALE 111= I'- 0 " - r � � _ C I p I I : I �.__ BOF=276 - 3 I = TOW = 292 - 0 © p C(1 0 R.r s F �'. � sla 1 -g n 09 S5 a-- ---1 I�_ 1 11 I �'r_ O I II BOW= 2761- I I�' ° Ito ..�:Ilil I. I POZ , I M,' -_ I /,; � steps I I I � 114 11 a p yrE _ qq - € I 4 _ V �, = r E 1 �t �..• L 13•-i�� -' I.1 TOW = 28 9-4.7/811 m e.�`. S �� 03 S 5 S, _ 4 ��. a BOW = 276'- I I" w _ \ r1 _ - ::�.:>..1� T _ c .. O _ 1 11 a �I Floor O.S. '� - = (\ `� ' K_ V Q� _\1 �_ . 0 Drain � 279'- 5 1/4" 0 PZ��/it �I.vt�IG / ''; - N BOF - 276 - 3 ( " (D N - _I - oVr frvlz � 0n;&Q • = 1 11 _ r.ASIK• i' .� � 4 ..z � N TOW= 2881-8.3/411 �� F, TOW= 28 4'-5 •.1/811 = pp��-- TOW 285 -8 11 I ,,) - _ (� 1 11 �. �...- - ' 1 11 E l'lS. BOW = 276 - I I O '-. :�'I •_•.. . BOW= 284- 1 BOW=279 - 0 �N q1 01• - ,_O,1 'Al BOF = 276'- 3'1 '.' ° �N _i9 1i� ' ' BOF=2-83'-5" I -, BOF = 278'-4" 279'- 11 _,- . I 78 1 U -III>n o TOW= 4 'y 2. 1 11 /:,) , 4 i 11 N G�-� �-� '/� W/ %�' � � \ TOL= 278 -10 ;�- ,;: 1 11 y - TOW = 282 - 0 I Z _ II xl? vV �I I OUrS117E BOW=27511 61.1. - BOW= 277'- 9" TOW= 278 11 II BOW= 2761- II" i �- ,11�j P� T5G•J ICOO `. 11 W�'� BOF= 274 -10 ,� = 1 TOW- 278 - I BOF - 276'- 311 �° f:VZ.A•\rdt4rx. \/iZININ �i- TOW = 288 8.3/4 A,�va, �„ _V- BOW= 273 - II - BOF= 277 - 1 T l Gad TI-1l2OuGi-t O0T- BOW = 279'- 0 9 . " � 1 �� - `•v 1 11 buildln 4�� �, ,, -4 2►.0�� BOF = 273 - 3 TOW = 277'- 311 M I I S5 _C BOF = 278 - 4 I : . .A- �H� 6IZIGIL �pE comer -- , R t _ .. BOW = 273'- II I ,.-<- 1 above v - _ r T.O.S. BOF = 273'- 311 r. I.. _ 5 IJ OT 12o�/I I��, ���` r .� ..s .� r 1 11 FI oar ,, `, _ • :% I Drain - k I TOW 2791- 5 1/411 — TOL-277-7 I - t � . I v �e , . F. - r-- .11- - - T.O.S. 2771- 71 - +� �, T.O.S. - - -_-- --, - q� \ • 0/;" I _ bl *278'- ION . - I 11 1 t ',r tj 11 G M i.i I I - 61, 111„ f - II TOW - 27 _ - - - �, i „ Q, �i' ' -v " " I ��'VA::rl(°i ' I BOW 2 7 31 I I,1 �� , - . "4 � I 3 `T I -� -�',^-yam+: - h1+r, ' 1 ,/11� _ _ , Y! UI , . r - - �_. r'�8 ICv' D Cpl�� 2'0 o - -p B , 1. . �,o - o �' _ - . Cl lt`� Ti 3[ �EuE {�i - ! _ _ `iv `�v' G �+� 4 X '/4 w 7 %.f 1 -� .� el oWa X11 t:xP P>v�'f Ica��� 11 �a� - _ Ch 53; asap $" Thick Concrete Wati, - _� I tF . . i. ,�-� �. , -1 :. I I, S. 09 ° 56' 4411 E. 42. 00' �� \U\ /, r,, " 1 11 o O , . . i. L Line of Footing Below 1Nalt:----�- r� P7: 1 I 7 5 - 7 `�`Q V ". *,il' _ ® TOW = 278'- 611 ` _X I �/@J./� el�ey BOW 272'-3" Z -- z'a Ste# in Elevatior in the to .,.` .. :, ! L.INX rr� Pe-r- BoF - 271 '- 7" d. Q I f.�;ms �;o o of the Concrete Wall. i - - I--r v fro t4g � 3 fy�,.'�°• '" a% ! _ -- - - GkY. +)& /4 W/ - � x fl SlE}� In; Clevail0ii'in ne0ii0i�i _.. ' ' "° E t 5I IXP �ULT�j ,� 1 co 11 o.Ci• ' 'ot the Concrete Wall. _ i �1' tiTvN� VI�Noe-� ? - h 1 I �I- Io` 21- �� 104 to ��." I g / „ ;If E- I I °I ; • 1 - I %�' 2 - J ! 1N000 Pon 1Maii above the _ _ I II I r_ �� I II 1 u Drawn:'6 ■ 6 •94 I 1 Co:ncreye 1�Val� _ .�-- 1. IJ Revlsecl , _ s ,� ,aa � i it �' - ! Block out In.. Concrete�`Mail ; � '=/III! ` _ ! 1.- 1 1 „„ Tb� of,$Tab Elevation vJ�1-�II zl ' - -- l w�.�� 11 '1'LI Foundation � P lay 1.T.O.s. l o of slab Nd'f� ,d.l.l' 1z� e I6 - , 7 f e _� ICI• Y?� I 1 '- 11 1 1 . - - S+ 1 : SCALE I/4 I 0 � �• _ ! . 1 t I'. ; Concrete : 1ll/all` Elevat:;ns: I 1 t'i , ! A i1 1 . ! 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I .L� -_;I,��,4...11� I��",:I� I I I ,1.1, it,&;;, l�;;�*,tA A � ,tt"iii. , I, � , - i - " � �,Ll_' z�1_1-�I,,�'.11 I - i.111 � - N;A1-WA,F,l.a1qII4�,:�Ii" .�,:, "I VA.".O.- , .I . ,I"'�-,�-'.�-'--6"6��'&--�����'j'-._" � 2'-O` pI ` , GE-NERAL N0 T ES- #5 S X WALL HEIGHT �` : .1 . �,_•. =he 2-o 14453 RE _ A) DESIGN CRITERIA: e0 1) LIVE LOADS USED !,":`S'S �� A) EARTHQUAKE ZONE ZONE 1 �10 ,z 00 #4 DOWELS O B) WIND 110 MPH (EXPOSURE B) CO„O 48" O.C. EXTEND <E: C) ROOF (SNOW) 80 PSF (PITCH GREATER THAN 3:12) 2'-6" INTO WALL 100 PSF (PITCH LESS THAN 3:12) VARIES D) FLOOR 40 PSF E) DECKS 100 PSF IRA 2 - #4'S TOP METAL SHIMS 2) CODE USED IN DESIGN: - UNIFORM BUILDING CODE VOLUME 1, ,� & BOTTOM 1/2"0 X 10" A.B. O 1991 EDITION W�m ADD #5 BAR TIGHT TO 24 O.C. 3) FOUNDATION BEARING PRESSURE: 3,000 PSF SOILS BEARING PRESSURE IS IN ACCORDANCE WITH '� w BOTTOM OF POCKET TO U z PREVENT $PALLING RECOMMENDATIONS BY: O c� FOR FTGN TOP OF WALL REPORT NUMBER 9416bEGRING p w VARIES 293'-6" 0 J SIZE & OL y DATED APRIL 4, 1994 w 00 < REIN. � A / /� B) CONCRETE: w o 0 //` //` //` /\` /\` /1` ��` \/\ /�//\/�/�� 1) ALL CONCRETE SHALL BE MADE WITH SAND AND GRAVEL AGGREGATE F, ¢� 1• 3• �■� VARIES AT GARAGE !� 80 CONCRETE STEM �\/��`��\/� AND SHALL ATTAIN A 28 DAY UNCONFINED COMPRESSIVE STRENGTH z,o° N 3 SECTION r 2 SECTION 279'-4. OR ✓\\ �\ WALL W/ 2 - #4!S OF .,000 P.S.I. (MINIMUM). � w Q e en ' //' // TOP & BOTT. + #4 2) CONCRETE DESIGN IS IN ACCORDANCE WITH ACI BUILDING CODE CS N FOOTING STEP BEAM POCKET DETAIL 284'-5 1/8. O BASEMENT VERTS O 48" O.C. ACI-318 783. CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI W U- A:FFWSTV y - . ' TOP OF PLYWOOD RE: SECTION Ol/S 2 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR A ? I ELEV. 290'-5 3/4" FOR FLOOR CONNECTION BUILDINGS. 3) REINFORCEMENT SHALL BE ASTM A615, GRADE 60, DETAILED AND L QW, 'M m j SUPPORTED IN ACCORDANCE WITH LATEST ACI DETAILING MANUAL, S EC TI O Nom. ROLLED-IN IDENTIFICATION MARKINGS ON REINFORCEMENT TO BE 7T TO BE CLEARLY VISIBLE. NUMBER 5 EARS IN WALLS MAY BE 2'-O" I I r r GRADE 40. 2 — #5'S X WALL HEIGHT BASEMENT STEM WALL 5) HORIZONTAL WALL REINFORCEMENT SHALL BE 1/2w EXP. JOINT CONTINUOUS AROUND CORNERS AND AT INTERSECTIONS. MINIMUM LAP FOR SPLICES 24" OR 36 DIAMETER. PROVIDE SUFFICIENT 2'-0" PIPE COLUMN ON 8` X 8` X 3/4` 12- CONCRETE WALL W/ #5'S O TIE BARS TO SUPPORT ALL REINFORCEMENT. SAWCEN SLAB AROUND 18 O.C. EA. WAY INSIDE FACE 6) CLEARANCES FOR REINFORCEMENT: BASE PLATE W/ 2 - 1/2 X THICKENED AREA 10" ANCHOR BOLTS - SET ,#4 S O 18 O.C. EA. WAY A) SLABS ON EARTH; FOOTINGS #4 DOWELS ® PLATE ON 1" NON-SHRINK GROUT OUTSIDE FACE C) WALLS, COLUMNS, BEAMS; O.F.; 1 1/2" 48- O.C. EXTEND TOP OF PLYWOOD WALL HEIGHT = 15'- 9 2'-6" INTO WALL 290 -7 7) NO BACKFILL SHALL BE PLACED AGAINST BASEMENT WALLS, UNLESS FLOORS ARE IN PLACE OR BRACING IS USED. BACKFILLING 279•-4" ADJACENT TO FOUNDATION WALLS SHOULD BE MOISTENED, NOT PUDDLED, TO INSURE MAXIMUM COMPACTION. 2 — #5'S TOP u 8) FOR ALL OPENINGS AND STEPS IN CONCRETE WALLS PROVIDE & BOTTOM TWO #5 BARS AROUND ALL OPENINGS. EXTEND 2'-0 BEYOND OPENING. • 9) WIRE MESH REINFORCEMENT MUST LAP ONE FUL1 WIRE SPACE AT SIDE AND END LAPS AND MUST BE WIRED TOGETHER. `� SEE PLAN e 10) FORMED CONTROL JOINTS AND SAWED JOINTS IN SLAB ON GRADE �\ G. ° 277 3 — 0 TO BE AS SHOWN ON THE PLANS. SIZE & / 1 —I �rV REIN. C) STRUCTURAL STEEL: /./ ;� \// \ 1/2" EXP. JOINT 1) ALL STRUCTURAL STEEL SHALL BE ASTM A36, FABRICATED AND V 3• \ / / ERECTED IN CONFORMANCE WITH LATEST AISC SPECIFICATIONS. 80 CONCRETE STEM / \�\/ z 9 CONNECTIONS SHALL BE 3/4" DIAMETER M.B. A307 o SECTION r o 9 SECTION WALL W/ 2 - #5'S ` �\ � � :_ � �j, I PIPE COLUMNS SHALL BE AS,, 69(a}, SCHEDULE 40 TOP & BOTT. + #4 0 278'- 1 ! NOTE: 3" DIAMETER PIPE COLUMNS ARE 3 1/2" O.D. I FOOTING STEP INTERIOR COLUMN FOOTING ! VERTS O 480 O.C. OL I A.FFWSILr 8" X 18" CONT. LTG. 3 1/2" PIPE COLUMNS ARE 40 O.D. I 2) STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF IRON 1 OXIDE PRIMER. STEEL EXPOSED TO EARTH SHALL RECEIVE AN I ADDITIONAL TWO COATS OF COAL TAR PAINT. i 3) ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES. S-P,'C T I O N ,.�. 7 SECTION 0� I D) MASONRY/ O 8 r v O r v A 1) MASONRY SHALL BE LAID IN TYPE "M" OR "S" MORTAR. GARAGE FRONT WALL REAR WALL 2) GROUT SHALL BE OF 3/8" PEA GRAVEL, AND SHALL OBTAIN A i (n BASEMENT STEM WALL MINIMUM 26 DAY STRENGTH OF 2500 PSI 3) ANCHOR MASONRY TO BACKUP FRAMING WITH BRICK TIES ON 16" j p +y ( L \\� " CENTERS MAXIMUM. TIES SHALL BE LOCATED WITHIN 12" OF V♦ o BLOCKING BETWEEN ! 5 1/2"0 X 10" A.B. ® ANY OPENING. JOISTS " � 3/4 PLYWOOD 24 O.C. E1 WOOD j I 6- X 6'-3- WALL W/ j 1) DESIGN AND FABRICATION SHALL CONFORM TO NATIONAL DESIGN 2 - #5'S TOP AND BOTT. / / /. j SPECIFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTEN- j ■� 1 - #5 MIDHEIGHT //���� I INGS, LATEST EDITION, AND A.I.T.C. DESIGN SPECIFICATIONS. (n #4 VERTS O 18. O.C. //�` i 2) DIMENSION LUMBER: DIMENSION LUMBER SHALL BE HEM FIR, \ 1 1/4-- STONE ON 1'-0` MINIMUM GRADE 2 OR BETTER. GLUED-LAMINATED BEAMS SHALL BE GRADE •� ! 1 1/4n GYPCRETE ON —�' -- 24F. MICROLAM BEAMS SHALL BE AS MANUFACTURED BY TRUS- 2 X 6 SILL PLATE #4'S O 18" O.C. 4" ` 3/4" PLYWOOD / JOIST CORPORATION OR APPROVED EQUAL .WITH A MINIMUM SEE PLAN W8 OR W10 C- UNFACTORED BENDING STRENGTH OF 2600 PSI. FOR SIZE O SPACING 3) WOOD DECK: FLOOR DECK SHALL BE .,/4" T&G U.B.C. I W I I �� 1/2- CAP PL. W/ I 272'-3" /�//�//�//���// DESIGNATION 48/24. ROOF DECK SHALL 5/8" U.B.C. j 1/2- DIA. BOLT 4 - 1/2w DIA. M.B. /\/�/�/�/\/ f • • � DESIGNATION 32/16. ® 48 O.C. I - i j������j�� �� 4) NAILING OF WOOD STRUCTURE: UBC TABLE 25Q EXCEPT AS ! I 3 0 P.C. I -- TOP OF PLYWOOD / 1//// INDICATED ON THE DRAWINGS. " ���y��j��j 5) CONNECTIONS SHALL BE AS SUPPLIED BY SIMPSON STRONG TIE ! w I i• 3' I ( � \ ` y��/��.����//���// t'LO' OR APPROVED EQUAL. ALL ROOF RAFTERS, BEAMS AND TRUSSES I w SECTION I SE%-I .L 1 O N I \/\\/\\/`/\\ 2 90-5 3/4 SHALL SS ANCHORED TO WALLS WITH HURRICANE TIES. r 6 0 5 I /\//\//\//\// L= b) IF TRUSS SYSTEM HALL IS E USED: FLOOR JOISTS SHALL BE TRUS-JOIST OR OTHER ACCEPTED �► FLOOR JOIST TO BEAM CONNECTION RETAINING WALL MANUFACTURER. TJI DESIGNATION REFERS TO TRUS-JOIST Tw / wFSS ��� �\ MIRAFI FABRIC PROVIDE KEYSTONE THRU CORPORATION, LPI REFERS TO LOUISIANA-PACIFIC. % WALL O MAXIMUM 4'-0" 7) ROOF TRUSSES SHALL BE DESIGNED, AND CALCULATIONS AND SHOP i 2 X 10 CONTINUOUS RIM W/ L O.C. EACH WAY I DRAWINGS STAMPED BY A COLORADO REGISTERED ENGINEER. 1/2"0 X 5 1/2* EXP. BOLTS SUBMIT 4 COPIES OF SHOP DRAWINGS PRIOR TO FABRICATION. i ® 16` O.C. - ALL TRUSSES SHALL BE FULL TRUSSES. GIRDER TRUSSES SHALL j I I HAVE A VERTICAL 2 X 8 WEB WHERE'OTEHR GIRDERS OR HIP I j TRUSSES FRAME INTO THEM. TS 4x4 x 3/ 16 E) GENERAL: 6" X 7'-d" CONCRETE WALL W/ /'`� 1) GRADING AROUND BUILDING SHALL INSURE POSITIVE DRAINAGE i k IMBEDDED ANGLE • 1 2 - #5 S TOP AND BOTTOM + AWAY FROM BUILDING. 3/ 16 4x4x 3/16x 1 '- 0" i H 2 I 2" DIAMETER ! 1/2"0 X 10" A.B. O 24" O.C. I #4 VERTS O 32" O.C. r r 2) USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL ro-1 HEADED STUDS SECTION ' !� i AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OFWALLS,I PARTITIONS, OPENINGS, 'AND OTHER FEATURES. i ROCK RETAINING WALL 3) ALL DESIGN AND CONSTRUCTION DETAILS SHALL CONFORM WITH 279'-4" I - THE PROVISIONS OF THE SOIL REPORT. 1/2 EXPANSION JOINT RoacwAU _ 8" STEM WALL W/ 2 - #5'S TOP 4) ALL HOLES REQUIRED FOR PLUMBING OR HEATING SHALL BE MADE 8" CONC. WALL AND BOTTOM + #4 VERTICALS 4" CONCRETE SLAB W/ IN ACCORDANCE WITH U.B.C. RECOMMENDATIONS OR TRUSS j • ZS 94 ® 48 O.C. 6 X 6 W1.4 X W1.4 W.W.F. I DATE: j \/\ 1-1/2 FURRING MANUFACTURER'S FILE JOB # 1623 RECOMMENDATIONS, WHICHEVER IS MORE s VARIES - STRINGENT. LOCATE FLOOR JOISTS, BEAMS, AND TRUSSES SO AS NAME RESFDNS 284-5 1/8 TO AVOID CUTTING FOR.MECHANICAL OR PLUMBING. I • — — • • — — 5) IF THE STRUCTURAL ENGINEER, AS A CLAIMANT OR A DEFENDING DRAWN BYE PARTY, IS AT ANY TIME A PARTY TO LITIGATION INVOLVING ANY CLAIM RELATED TO THE WORK DESCRIBED ON THESE DRAWINGS, CHCK'D BY: AND SHOULD CLAIMANT NOT PREVAIL SUBSTANTIALLY AGAINST DEFENDING PARTY IN SUCH LITIGATION, ALL LITIGATION EXPENSES, WITNESS FEES, COURT COSTS, AND ATTORNEYS FEES I SECTION ..3' , I SECTION NYti� r v MALL BBB BY THE DTHE CIAI PARTI' IN DEFENDING SUCH CLAIM,Oq. �� O3 r M ®2 SECTION 'V�� SHALL BE PAID BY THE CLAIMANT. 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I 6ew4alzoe-IrION IM 3i . rid �. �1.�1- . - . -,P,ARKI.NG ,�X .. .- - � - 0: .: I I L - ,740 / . ... I � I . . . � . .. �- I 11 . -r.rlo V .. -. , I . . . � I . - . ,---, - .: :-, .... � ., ---" � "A.L') . � = 8308.0' � 78".63 .. . . 19" -19-1 � . L . . . I . le, 14 V I I I r � - . .� � , . � , I / ', JL ..-.:.� . '.: . . . .h . � '. I " Spot Elevation 8270.0 . I . . � . .� .-d' - � * L . _ .. I'- � � .�'- . I L . .. I'.' , - . 1. I .\J. C � ' . .' I . - I. . . �7- 1 : . .L�. ..'�-N .'�!�.. Z- / / .. Ul) .. I/ ... 'T.1.-.� L. ; ' 't 1-':� '. .�': I . .:.� �. . , I .1 . . :... . �� . i . '� ! I I F . I I I I .� � , . . . . 0 V ---1 Drainage Direction -- • I I i . . I ,(; 0) I . > i .1 � . 00 1� I 0 1 � I I . I 1. I I �) > I I I . %- I . .< 0 . I I 0 I '-� I � I L 4) . I I I ' '. � � � I // . . i I Af! I . � - - , I - Z I L 11, - - - . I I k-lbp"AlIT I � I-Ij I L, + 8 so 7 , 4 "-, � I 8% . I 1041�V1 W ci I - . :2 1 - 83 1 1 � Driveway Slope Indication ' . L L-W� ekr- e;,d I.L. I %- .1 78 � q, ' ' I I I . � .. %I \) -r-�l-.. ' - I . �,I DECK'1, . � t--')L--� -- ---- - I - � . I . . . . I - . . . . .. EF,i..1 Ver-t.0 P i1a: I . j I I I.. I A . . I L j I I�!-,- 1. .. .L . I ! . - �--O''w')-- . - 1.9 76.0 1 to ( 11 N. 770 27'05" E. 73.39' � I I I 11,11 .. . .� . ,-_ ( 61/ $af1AZ-i N d4<:;0 4�, . 92.0' 1- 7 I;t�* Property Line ' I I . . . . I � . � .. . . . 61 84 82\ - 80-0 V\ 1 I ' � 1 4. ' *0 (with bearing & length) � I -- . . .'. 1. I . . w . I'll, �- /' i ! I I I I -I �1111- I L�ZO-JeArHOP) I r TO SNOW I � ". - I- (TOW)W) �' - I I , J.L - - I . . 11/1 /:."./.// kbj / U I STORAGE I I . L-�� - � , , ", . fl.- � 'r* 100- V I . I - � I. -Dh , - - - .- I 4.10W&I PV-1\4 j -� ." �--- . -+ � I . - '7'� 1 Building Envelope, Setback, Easements - - � �L • . I I - L , * , - lt� I ) . / ) C 0 . . . -I ifll� � 11 if I 11111 L L� INr'- ai%; ;'?PL'P(!�A#' � . . I 0 80 . . 4j 1 1 Al . r'A-t'j C'4.*p ro e.-r I e;,W) L . . ---- (A . 1 Drawn 6 - 6 - ! I I I I . e7%J . . 0 1 ; I J��2� i,4 A I�J C1 I 1%1"P. I . � , -- , (D i _2_ . V'4 f L I . . z ! / "), ) ", - f i - 1 4 . , � I / ZZ /( .. i . Kg��Ij U. Gorr I . �\-' 0)" . I . N'\\ .. . . -u ' I I I � N Shaded Area inOi-ates -, r I Revised . & -i,I / � L / / '/ --4 : ,, ..� ! f, -0:1 * I . � , . 1-------1- . CL L ' O 0 100 / :.'/ .. . Ii . \-,PAT I 0 // . . I Building footprint.. � : � ", � . a ko . . I v, // . I I i . CON : DRIVE PAN rf) rn I . . � / I rn �' L .... ... m.. - I"; I - . ; . I I...... . . . .. 11 . � OD OD 0 V . -91.2 z / / '-/ z . * -. .'.-..........�'- -.- - i . n / � .A � at I I it ' I / "-�-'z z . --.'.IP- t I - --- . L I SCALE .; 3/4 = - 0 1 OD 0 / . . / / .- . , ;,-7z .1 0- . I . 1 . . . � . L HOT X, ..0 I N . . D L I . � CM 2"-'- N f t L I . � . I I 0 OD . TUB X \-\ --- - "-� ..1z New Quaking Aspen - 11 I I I C I ; . . - I 0 / -11 . - (rl'e�IT��e r�,?-,& L,I i.jV 7 10--� ZZ 0 1 i �, 11 . . � �'.I I . X) � . . <no . . / z ,- �'� �'� --4 . ! (Populous Tremu.inides) '� i I - CD . I . -rl,�S7- � ! . . . �. Ove'4. L'11-�a-'. j 'z z F Ul 3" - 2" Catiper . I I 11� / N . , . I � . I 96.0 ///-," 'L ...' �- -- I I . -i . � I I I L I �- I L I . . %Z? . '01� "----""� �� Z --" I � . (TOW) . V . I . J / 7 /. ,,,,- Ne--�,, Shiqbbery I i I . . ' .�- 11-11, rn Service Berry Amelancherainito 4t/NL I L ,--- "-� �� / > . 10 o y 0 I I I I I . I W . . .uritain Sage (Artemsia *Frigiva) I . � I i 1. / UGC . ! M . . I . I . � I . It, , I . � . I 1, ,,----, "--, - .1 . . L I I ""'�' e"7,jr L'rr7 M I I n I . . - L . I . I . - L � 'i / x x ��-' L,I Kj V. . - � I. ,I. Site, Plan / / >-� . ens . � I I I I � . ' - I . . I 1; L L , . SCALE: 1 /8"= I'- 0 " .. . / ' z ""� >------ z � New Colorado Blue Spruce (Picea Pun . I . .J rr .. I . .. \ -. I/ / / / zz . --i � Ponderosa Pine (Pinus •Ponderosa) . � I � � , 'r __L � . . - - .' F� - -- / I , I I - / / . '11--� . - / / // z '---`."� ; . I - / I ' . I L � .� - - - L - � . - L / Z "---� I . . (O - I . � - - - C-4 :)/OD/X'W V,� -- �, . 1, - I I to 0) N CMD OD il N ' (M CID I,- � ( N 04 cm 01 . (M CY CID aD OD OD � IZ r1- lk- P-- W to to . (D I I I I I I OD .(0 cm QD '%. CID N N C4 N N N N (M N \ I . . (0 . N (M Cq . " . I I ----' ---- - --- - _' - I - - - - - - - . - I -- -- . OD \, OD L. OD CO, CID aD aD QD (D co 100 I Go - � . . - - y 301 ' - 7 1 / 2 ' x , •^ �- 11 io _ - � � — _ = 10 It . . _ - '� Dec 01 • A 6 Deck _ c % ` � ` � _ __� _ � � - N / S MILAR ' j'GP�a M I I N 290 - 53 /4 02 • A6 SIMILA -. - 2�' dll 288 - 8 3 /4 " - __ l'n � , . /`" ) • M I t � oo � � � � ooa U E LL cc: E ' a ° c D u - - ° u o \N 45 ° k � �� c , o _ a c N V \ \. � OOLC m � L c � � L L iry Z aj o . , o c E E a cc r 0a cm A >• " NE °cNnE > v 2 � 6r WA Liao _ 45 ° _ - Crawlspace Ll ~Cc ° N � � � � ram � ; � � 1' I1 — � I � I — Q U d N T N _ //-- y� II II II t� I 4 I II I _ /� odcc � c � � NO °_' E0 - Zvi � � O l?i - �� II 7 I ) _ _ O N E 4 -T �J a III �ee"� LAj(� AVI"" dG (iv x: 046 *AV �r* - - Z O 2 G — - EaOL CE" m u Cm E O � E o E w a cu ` I / II W LA CA NIJ � �� r c dL E r0 E a� 7 21 • � ' Q t 1 () 284 '- 5 I / 8 ' Wo � UUC aa � LaCa �,/y�� • O N �_ QJ O tp E y O •j 00, tp O C Z 4 U L L E C0 N N L ti qV• r y C O ; E O - N O CORBEL AT SHOWER O 2 Lo 03 STUCCO ORBE S = LU ° ` NUUy SCALE I I / 2 " = I ' - 0 " c E@ r 0 C C C aj a °' c E t �- r c ; L c p � o $ E � � oEU uEE' 02 PORCH BRACKET 01 DECK OVER CRAWLSPAC E DD CC qq SCALE : I " = 1 ' - 0 BB SCALE : 1 / 2 " = I - 0 A9 A9 A8 A8 0 Q O N Q O 0 --- - M.+ 12 gdl VJEZ -� 10 TYPICAL ALL SLOPES U . O . N . � 23 � ' � 24 GONGQ �T � 'T o_ I?��JV� t C Q g '■ a UPPER LEVEL PLATE UPPER LEVEL PLATE p UPPER LEVEL R 309 - 8 5 / • ��/ 0 \ 21 'G� eo v v k � Tie 1 rl 'ice i r� CC 12 C� Tf ; 0 1.E \ Q vrJrJ � rdJTS � / 301 '- 71 / 2" UPPER LEVEL SUBFLOOR � UPPER LEVEL SUBFLR . UPPER LEVEL SUBFL o Va - `� MAIN LEVEL PLAN MAIN LEVEL PLATE d MAIN LEVEL R `� 48 80: 0 -@ - \ r-J 111E ►.11 CV - - --- - - - - -- - - GREAT ROOM 0 BDRM . BATH & KITCHEN 8 DINING 290 - 53/4" 4�- i � ,�� I x I BDRM . BATH , 290 ' - 7 MAIN LEVEL SUB FLR i i I I MAIN LEVEL SUB FLR . r1 I ' L _ MAIN LEVEL SUBFLR . - LOWER LEVEL PLATE IiEI�G� IZ TIZIF-� ,6�I2.oVIJI� LOWER LEVEL PLATE — � LOWER LEVEL R =y-� ALPS PCVPS kl ICJ POL) S �XTES? Iolz. T� il•'I �, a " UKJ L,E� IJ A`5 v �Izt35Loo - - � ,ate o T. 0 , SLAB AT GARAGE REARI - I --�- T. O. SLAB AT GARAGE REA I I T. 0 . SLAB AT 278 - I Drawn 6 ' 6 ' 94 GARAGE REAR T- r _ Revised West Elevation _ �. _ � North Elevation SCALE : 1 / 4 = 1 ' - 0 �J SCALE9 1 / 4 " - 1 ' - 0 " E LEVATI -ON S 2 Sheet A * 7 TITLE SHEET 10 04 01) C01 10D C14 QD CD QD CQ QD C�L QD 'cc 7- SS .......... 10D C%j Nl,� 4 IV C\j SE W OD QD S 44 A44 .3,2109 '. WA jref, 0j -EW PEDESTAL A441 &0 N IV 40� E 10 7- WA W SS QD C14 S OD OD C\j N co W G H U i N. 830 51' 31 E. 301. 0 8 7 Tow) W UG T SNOW el "�_ _.�. 7 meters L J�P�',O T �PA-T-1. 0 CO/VO 61 rV E (re6ote TORAGE /VC rvd U/ L3 C,CD G EDGE OF � NEW 82619.7 (EOP) PEDESTLL TREELINE CK 0 eave C� 0" DW) o- 0 ( ROW W.4-. ,%L_W U- I *9 E _E 97.5 E LOT rid 5S 0 d� '6 Z;General Notes: E f Uj All disturbed areas to be revegetated with native rasse .74Ui ad on all slopes exceeding (T Erosion control blankets to be us LU 12 400/o. 76 P) All new vegetaion to be drip irrigated. Landscaping shown indicates minimum amounts onl y LU Own s the right to increase or modify amounts er reserve and exact locations of landscape items. to cop 08 7 7 .0 �O.O Elevation Schedule 8300.0 -2-04 .0 Lot Mrl '3' 16 44.0 T+ r . i C, S.80- 0 Garage slab at rear of garage 8277.58' S GISIREVIEW 6. �DE I , E W:,4 82 Lower level slab 827925' -S 6,0 0,0 .-ts Main Level. subfloor 8290.30' C 0 b T Upper level subfloor 8301.45 W&Lr 9, 19 4 12 6 FAL ER' Top of highest ridge 8317.50' Lot "E" Garage slab at rear of garage 8280.46 => Lower level slab 8282.96' A.eA f- FAY 9:1 4. �4 el Main Level subfloor 8294.011 N. 80 83 JOE-;, 40jee �S AND Upper level subfloor 8305.16' 22.00' 4f- Top of highest ridge CU L DE 9 7. U (TO .0 0. 1 EO P) 0 7 93. F. H. ..T'D' q -- SITE PLAN LEGEND C; 0 QD OD 83 19.0 P eQVe Exisiting Grade ElevAtion Line' 0 7.0 New Grade Elevation Line (TOW) J a _E 6;f,ION rid e1v <ARrK N G. C 8308. Spot Elevation 8270.0 0 Ul) Drainage Direction 0) QD '74 z a 80 8% 83 Driveway Slope indication Lj I.L, NC 8 .0 82 92,0' 76.0 Property Line N. 770 27'05" E. 73.39' (with bearing & length) 14 T W (TOW) SNOW STORAGE Building Envelope, Setback, Easements' VPA.NJ 4,:Ep 0 eo-r 0 W 80 48 Drawn V.0 I W'K 0�;p ITM N Shaded Area indicates Revised ��PATIO, Building footprint. 0 M CONC. DRIVE PAN QD QD S C ALE+ 3/4 1 QD 0 HOT I C New Quaking Aspen Tree (Populous Tremuloides) QD L, f-j jr-� j N 96.0 (Tow New Shrubbery Service Barry (Amelancheralnifol) tMountain Sage �Artemsia Frigida)LO Site Plan z New Colorado Blue Spruce (Picea.ftngeos) ro, 'a sa '(Pinus ftnda SCALE: 1 /8 1 - 0 Ponder.o. F11 ft. 3" 2" Cali er et CY QD 0) CD QD W/ 0 Wr V . co qe co OD r__ 0 QD QD cm CQ CQ CQ QD IZ to to D N CD CQ N (M N N N V4 04 CQ QD gD QD co W QD W QD Go QD QD .. — - - - -F - s ,fig , ter. „ \+' ,x'fAr a y. r .-' h ...' ,.: ,. a.'. r i '. ,' -_ -, - ". • ',, ,. .. �` ..l'^' '!' of , : a r#'I : 1 r #v. h, -. .. 3i-.,, ,. .• r, ,':i -_.r` U. F ,q; � ::%� it t + ,r zi ,t ... FOUND Fur.,do 'CAF' cS "• _,,,. ,:.: K.o -.,; ,. ,. , 1.5., No. 5933 ,,." 1, -a rs ELEV. 8410:6' (TOP OF}MONUAIENi) d t3I515 OF ELEVATIONS . ;. ; - -` _-• __„-_ \. ,.___ � �` 'RIDGE SUBDIVISION, FILPG. o. 2 S�eEGi TO �A• HI ' OS5 EE�RNOTE.., 1 j. LOT G . LION tC fA 'r'SsOCIATtUN:^iNC. RIGHT-Of EASEMENT ,.FOR THE RIGHT TO P.LAC'E TWO '(zj ANCHOR5T,VYtT, OQWW-ClUYS'NUT-a Ok?E : ' R x - J FORTY_ (4i)) �E�_T SOU+HtA5TERLY OF A POLE WHICH t5 TO BE 1.t5r~AT�3. LYN,'THE WEST 'Lt>AIE 4F`�Ali� EDGE of TTi[EUNE APPROXIMATELY 323 .FEET SOUTH OF THE NORTHWEST CORNER O;F'< LOT. {RECORDED 1�.SfldtC PAG,E� 778 FDGE OF - ' 2 THIS. PROPERTY IS SUBJECT T A HOLY CROSS ELECTRIC'ASSOCIATION. ;lNC: RiGkiT-Of" YIIAY` FI►IEd�IT F :A tUt+fE �s,; PAVEMENT SCALE. 1' 20 )- s>, Q �• \ \ _.__ 7 0 - \ `' -_- '� I EXTENDING ACROSS THE NORTHWEST 1/4'OF THE NORTHWEST' 1/4 OF SECTION 12, 'TO WSHIP � ;S01J�i l; 'FtA1+1GE:;$A n'u �. __ DATE OF SURVEY. 5/10/93 wEST of THE >i P.M. IN �, ��m" - �6]. \ '\ E T AS RECORDED H04K 211 PA 103. t - - , - �o - _ TW15 PROPERTI'}15 SLIB.tECT TO AN AGREEMENT TO GRANT RIGHT-OF WAY" TO MOUNTAIN STA°TE5 TELEPhtONE �D 1'ELCGRAPGH COMPANY, AS RECORDED IN BOOK 231, PAGE 291, ` R 3 ` q . 4 RETAINING WAt 1 \, INDICATES A DECIDUOUS TRT:f_ r i 1 ra iV,ITH 115 nT'PR07i. C+A.) 4). THIS PROPERTY MAY BE SUBJECT TO AN ELECTRICAL. RIGHT-OF-WAY CASEAA 11 AS 5hi0WN ON TH& P,RF-U PLAN FOR BRIAR PATCH AT THE TOWN Of VAIL, �iktiPt INPIQATE AN -LPI TREE '\ �(�► 1--08°21 10" R=1333.51 (WI IT i APPROX. DIA. 5). THIS PROPERTY IS SUBJECT TO A HOLY Cf21755 ELECTRIC A550C{ATJC�11{. INC. UNDE}2.GRaUNfl RIGHT^OF 1kA�' Sr.M' =194.39 ) EASEr<1ENt FOR ACCESS ACROSS THE I�KOPERTY AND A 10 FOOT 1�+flE EAS CN HE CENTER'LtNrE-BEING, \ POWER FACILITIES DESCRIBED IN BOOK 325, PAGE 147, j k a \ \ T 97.37 O \ \ _ — _ -- - - ` -_ — - _,I ; �C=194.23 _ l \ CB=N 2 EASEMENTS LISTED ARE PER THE CONDOMINIUM MAP FOR BRIAR PATCH CONDOMINIUMS: <r \ '- 1w ELEC MANEIf�tE - .. STATION \ - .:_ EtEC. TRANS. , Y -• ` /, PHONE MANHOLE O iO _ y \ AREA - 353, Sq. Ft. THAN 409 SLOPE 105.130 Sq. Ft. r , , i t , VAU t , WATER VALVE: _ - - - - \ ` t "RE HYDRANT 1=151°55'01" n — " ` \ R-70.00 c 85.61 35.82 CB=N 11°22'08" E , ^ I \ - _ _ - 83 \ — \ _ 8360 _ - =, J _ _ _ _ \ ON - LI S RIDGE SUBDIVISION \ FILING No. 2 OUSHIFS ' \� \ FIR H• Fn T r 1R E%t \\\ � \` WA P, ✓A1 VF MAIL B!' f -� _ - Goa r` \ :r ..: �\ \\ `\ �\ \ \•\ \` `\ - - --- _.._ I MANHO!.E Ir N f I '}7/ k ' -` =' - i - ._\ ------- - _ y \. Mf \ , _ •w ,�',, \ \\ \ \ _>EWER - � C lj.�•� \• ,\� \\ \ ! aLFT - 4 \ \• RETAINING I V.C. \, �_ WALL F1UhQ PIN dt µ N'IIIJING �•. \ � `.\"___-__ _ �` ,.\ \ \ �� '��r \ i �.:;� 'r, i'':_;�,_;a I VALVE EDGE OF TRET1'NC _ 1 / `�''(1.6'` "-� l l _ \ °. ♦ \\ \,\ \\ \, \ / - \, ;>• ,.s , ;:..r§z . ,::.<< 'n - .--. .' ., •\ .\ \ , \ ,\.\.''\. ' _ - - -- I; 1 +T� r I 1^ SEWER I rj `'I „"^-• \ -\,- t :.�:. \ \ \ \ , -\ \ _ _ 7.i1.Nf (.t.LOIN,, �T B• _.� \ c. \ _ i ' L'GF OI iRLCF INE- --_ - -. (54W1 SGTttPfD ASPfM[ r,cicAf) . - - - _ �yl - \ `\ 0.2' / STORM \ \\ \\ 0.3 3' \,♦ \ \ \\\ \' \\ \ - S.WE. M lF \ 1 , \ \ S : , , I - D.z y` , ` \ I i \ LITY EASEMENT 1 ` , \ \ '' \ '\ \ \ •,, `\ \ -. \ ,. `, \', ,, \ \ \ - -- -- - -- - - FCI!Np FN .4 CA \ '..v.i , 20' -�\ \\ \ \ UTILITY` , a \ � \ \ �'C � -, 'rte.--r.�+._ - _ ... _ /,__' _.- � _ ' , •*�.' t r \ 1 _ i O _ — \ \ \ \ \ \ , \ ` \ `: \ - - ---' - - - - r! - iRF CLINE - \ `. ^i ��/ � r ""'1•,a _ \ \ \� �• V (SWII Sr7�'trNFU tiPFN \ \ \ \ \ AtT ` •'� , \ '. \ \ \ \ ``\ ,; \ •\ \ _ ';' - •. - `� ,� 8 310 - , • \ ' \ \ \ \ \\ 1 \ \ \ \� '•\ - .- _ .- - EIGC CF TREFII'JE _ \ - '\ \ \ \. "•^•.. -4 \.. ��'� : \ `` -- — — -- - - `\ \ ,\ ., ``\ ., —•,, 3 �^ ^Sig.- s��, \ \\ `\ ` �\ `\ \ '\ ,\ \ a � � � S \ ,.\ \ \ \ \\ `\ •\ ear ar' Qe SO LU \ LOT G-3 LIONS RIDGE SUBDIVISION FILING No. 2 :I \ , o _ , — , `\. \ ` \� \\ `\ \ `\ \ \ •\ `\ \\''�\ _, __ _ _— __- .._ - ._ \ \ - - it .t.'rnd t..>wfi, i • CERT1LICATE - -- - - I `;tan Ho(�fPldt, >� F'rofessicnal Land Surve ur registered under the laws o the ,Mate r)t Colorado, do hereby certify that this to o ra hic survey was \ 9 • \ \ \ \ \ \ �. ' \�',` .' ,- - __ --- _--- - ` \ \ rnOrje h me and under m su ervi>ion, and that the survey is accurate and 4?' . - \ \ '\ - • r - --`- - \ - - correct to the he_., of r knowledge. p /� my 1 OP�Gi�AP��Ia SURVEY: •'_ �':. , , _ „5 3. - ,., ;. ,: \ `. \, ^\ . ' \ • � __- _ -.Ic_--='�--- '!mil___ _-� ---�' a A -PART OF BRIAR PATCH COO DaJi 1N ' F \ \ `\ • \ / \ \ Colorado P S , ,L.�. 26598 - - - NOTICE: ==� /u;cording to Colorado low you must commence any legal action Doaed \ \\ \ \ \ \-•� ;_=' / ,/ w - _ i within three r after you first TOWN OF VAIL upon on defect in this survey tin ree yea s o e y \ \ \ AY 6 & 24 :EAGLE-NAIL ? y CO U, Y - r discover such defect In no event, may any action based upon any `,�� EAGLE C�./U'I r T l a,: C.O L0'R A defect in this survey be commenced more than ten years from the - 1230 ` .1t, s $}632 date of the certitiGption shown hereon, ` x , A - SAM CKFR f./22N }k„ 734 . .is 1 E 3 y , ' JQ$ 4 X:.1"•, t 3.. - - - - - _ - 4 4tw 5',� :tit ; R'+ '�,� \l•` � ' r"h ..,: 'M Ifs. ip i. ';o .: .. . - w.- a ;,.; •.. _ .i+ aJ.it* r;:, , «r , .-.;:. ., .. .� ., _ , .. .. ... Y. • ._ '''.! f': yr_ - F �, '_— _ :,. .- '. - -. __ - - _ .. _ _... -_:_ _:. '.' : - 'r. .. _1 .._ .. _ .. ... ,. t,- _, v.... .: n .._ _ .r_ - .. ..,_y,: :.,.ss ..... +,s•'.,_I, _'rta2..h,i'.., •'�%Y:.tlA:" -.. ..i'Cf{•b,?'',,'i'-Ts.,h4P3..-n c>,?7M1lG•'bN'i »• A- Y l _ , , r. .. ., t,. ., rte, ,. _,. .. r- .. : ,. :•.. ._ A s: .� ', ... ,. :e.' ,- .: - t , y i a- s r4 n!� 1 ..,�. F -fir .': �r" '�':'' l:.•, ,, ,' / - _ - r - - - "t,:, ''.. , 4 , ^A ,Cr r T•, � I � fi: V LOT G-- 1 { 4 LION'S RIDGE SUBDIVISION } '�{ Ya. r FILING No. 2 h_ C'" r ,n { LION'S RIDGE SUBDIVISION ,. r .� � N '. •"� - FILING No. 4- � �¢ k ' t} 1=151°55'01" wR» .• R=70.00 ; , - r 'Ay4 L=185.61 T=279.89 ✓-' =._ .- 9cSd� LC=135.82 1=08"21 10. CB=N ?1°22'08" E t �_' •W R=1333.51 r- y L=194.39 r--�: ,'�` , , • ' , / � i �"-_---'"�-__�__. -_-_ - - - r•�,/ Q 00 J,711 TY EASCMfX 1 40' LC=194.23 O F U RVE 5 1 O jg 3 DAT` CB=N 2709'51" E �� - ` ray, —.---'---�_'" � - - �.' /` �` �y ' � ,•-- - � - - '• '�- [- a� � ;q_----�.. '�•'- JAG"'�'•'�^�" \ � sri ;x _� .. .r ', - �, f/ _ ,,- >� / ✓ •— O r 1=05 054'55" Rto-1467.40 y L=151.50 ,r k, ss 75A2 T c LC=151.43 1-44°52'16" ` CB=N 66049'03" E R-194.16 �� / � f �%.,�,; /,/ ,,;i' �� ,/, � c, 5 " x ` L-152.06 yi 6 •, ,�� / ; f �� - 1. " T=80.17 LC=148.20 CB=N 41 025'25" E N 63°51'35" E - 26.07 LOT G-3 LIONS RIDGE SUBDIVISION ' FILING No. 2 -` a Ilrf lir r?'.FMrHT -- _" - -- � - _._ � --- -_ ' ' __ — % - / / / •1 C \!. �.r� i w - ::i�, V� r _ - _ ._: -- - -- _- 1=177°11 r FARO EL E _ __ _ _ --__-.._ i 5 o - - - I Q -- - - - - _,. _ _ Q 3 - - - _. _ � :PAR C F� N - EL _ _l ' -- - - _ - - - - - - __ __- _—. ___ --'--- _ _ -- _ - ,a• :� i R 50.00 LIONS RIDGE SUBDIVISION _ - _ _ _ _ - - - - , - ' ;. / �� L=154.63 _ _ - - - _ _ 4 _ _ - - - _ __ �- _ -- - _ = FILING No 2 - - - - - - - - - - _ _ - -_-- __ , � T 2041.00 - -__ _ . _ _ I LC-99 97 �F CB=S 16°00'28" E r _ . - - _ - f 9 , y - — 34' 823 _ - _ ... 8�� _ ` _ _ _�- _ _ -- - - - LOT G 4 , J. _ . _ LIONS SUBDIVISION - __ _ _ ��� � RIDGE S BDI FILING No. 2 _y - f_ — 1 8200 __..-_._tom :�� � - �•r .O'��' / 'Y ,,1IR. _Y0 '5 CERTIf ICATE 5 9° pn • _, _ - - DTI 'jI,I'Y E•SE4EVr F FZ r� I, Stan HogfeIdt, a rofessionai Lund Sury eyor re,gisterad under ikte.:law& ;of µ i. «, 4r ,• - - �t`; ttre State of Cot orodo, do hereby certify that this slope anolys� wa;; lr mode by me and under my supervision, and that' th s, vey is accurate and .K i'I _ _.-' :: __ j_ _ _. ., ' •---�� correct .to the best of m� knowledge. g y-- Q `,� ..h. ` - ---' � _ F i/ z � _ - - - _ _- .- - ._- .'- •,-: -. _ :_. ._ __ _ _ _ --� - --- __ _ � � - - �. � t]QtP:�_..y:..�S..1:-,'1i-�___._. .....a�%C...�1�.'� - _� "r�,yc.�',r= _ -r. ° �� r i^,>,� Stan g#eldt _ r , larado 26598 N's RIDGE ooP 1=1 0°35.02" h R=171 1.95 hl r�+ll n i5.i,t ri,I -,G. t t. !ii\I r'Rt A ! l's r rtiAN 4 ttl't'4. f„'t 131J jq ft. 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