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HomeMy WebLinkAboutB18-0128_REV1 approved plans_1528840520.pdf #ilLIF le4, 4. 93 " lava 06/12/18 U C U -C N `O CO CO Q xp0 70 2N m U 0 0 Q s m 12121 U n N O0 III O (I) Z rY O I F r 1_ 0 / O Lor _ u > k 111 II liO Lu 0 0 Q 11 ii ' 1111111 IIIIIIIIIN 11 II I ��IIIIIII 11111111 1111111 > 0 --. > UO A A. loin � �• �. � .II ii .. ■ ■ ■ 1 ■ ■ ■ O O Q III ��� ■ III. iI, .41111 NI III I II I I III U 7 um' BEI.___mr-iiik.i ffiri-ii 161 II iiirIII X11 111 0 ■ ■ . � IIIA /III IIIIIIII IIIIIIII IIIIII��� � ` ~ � � � IIIIIII,I 111111 ql 111:1111 � III II �I. � �� � I. ����� ��� /III 1 • IN Lin , 4k• 4."11* 11=Alm42.11 01111111111r L INN. L_ ill r :2 . • -k)cv 0 - . izzt. fig • ---- - •` r - PIA III g k i.. EE111111 III III III 11111I v :, d • 440 - � ��ulllli III 1 .II II Jill N. - _ _ I I II ii -- S IIIIIIII�I .ISI II II II 11.1 111. /III!! 1111111111111 - - Jill. Il !��I II II II II II II II II II .I I_ I I I I _ _. _ _- i_ - ISSUE DATE �Jl PROGRESS 2011-11-241 --�, _ ---__ PROGRESS 2011-12-06 • -� ____,___----1--<,_ ~r PROGRESS 2011-12-10 NWA-R- 1 2011-12-13 PROGRESS 2018-01-I1 NM R-I REVISED 2018-01-31 PROGRESS 2018-02-01 PROGRESS 2018-02-15 ANM R-I-REVISED 2018-02-21 0 05 O �A O AS,_ REV I T MODEL �� s zie.1' 8215,0'b .3 Area.* SEWER MANHOLE f' 0 I Q118 RIM EL. = 8214.1' ( • INV. EL. = 8202.5' v ' _� 18" C.MP. .......„„..821.-4...• 214.8'1 8213.2- `•. `' {I: \•,, ti r SICN-F' • ' {� ,l D'1 ,.-' - - .4 8214.6' 8212.6'y�-' d3 , $215.4., • , , l38°30'42" U 8212.2' CATV •� 'fie, t �,� �``• rPEQ. .� 1 R=112.00 ELEC. MH _ ?C. '�: a -'2r:-1 ,1 i , ) : � ,,",. s, +_= '8\ t 215,2' L= 75.28 a� PHONE FED. ,.�r'' I ,::• r G N • ` Z�* V. >1� FIR \ r II ��� L C=7 3.8 7' S N O M M � SEWER MANHOLE 8212.0' ` t ,'' R/1! ANT Z 3 , ik d �-+ v f n U CT CT i 1_____-------VALVE ' % APPRO%. LOCATION r 8215.8'i 00 RlMEL. 8211.7' r�0 118-5 ❑4 23 43 E (-Ni �' �� !� • ` i, HOLY CROSS EENT I ; Q 0 0 O O " v OO % ASSOC. EASEMENT I C N CV . �_ (900K 285, PAGE 253) s 02 U •- .p 'f5 8223.5' 1 5 O O 1=28°311109 _ �- t L • + - R=525.00' ' " � oZ�� `; 821B., E > ° if211.4.' '-r.a. 1 i Q L=261 .32' EDGE O�' PAVEMEHT ,- 1°" `a 1 ATE ii. .'''.. T t S LC=258.63 - � _,1. a2 -- ALVES 'n',' sr LOT A BLOCK 2 0 1 s� FO 'S m w t t 1 8218.8'' y CB=N :2080„.3G 31 E •. ` " 1 m.,s p ..we. t i 1 SPHALT8216.6 '-~ �" :;. I :,. 12" 1 DRIVE f _ ... �'` 3 I1-- _ _ -- .� ., �.• ` ' •._ 12" t Illi 12. j,8sls.a + - _ _ F ROCK LINED DITCH 6209.4'ti���_ - '' -�` y ::._? `^ _r.; , _ ^�_ --- - . + .'a i PHONE `•$207.8' SipRM CRATE 8206.8'1"- ? YP9 .^ '„ `d RI WATER CO PEP. � af1�' t ........w 0��� .. ELEC. MIH. LINE s r�7`a ', -\".--/_---- _________ .....�......+,, I �'-- ,•• i" GARA{ SLAB i 8217.4' •w ..... •-•4 o PED. EL. 8214.2' / BURIED ELEC.' ' 1 d - ` (BELOW);' +8217.1' r r E:. 0r `^ i -. . LINE f ! IGN SEE MANHOLE . •'!.••.; 14- `� 82i0,4' 19.02` + 8214.0' IM EL 8211 A' • d \ 401 .A,,'.:J. 82,7 �" I pi'ACCESS EASEMENT I k t -`8210.8 f �" ' I • R /EL,EC. VAULT' ❑ �� DRIVE ' CCI ■ r iV •r 8224.2' EY _ iS I L{8UR1ED) r r V PAD 217.5' l �. + 8213.0'(ON WALL) L•: 8217,9;r e21D.9' ti 1110 o s, "`*� EASEMENT LINE DA TA C. POST i• ^ ...i _ MANHO E ,, 'i_ ELEC. TRANS. 1, • 4 , . A RIM EL. •• 8212.8' " ]`' / i 8211.7' . 18.00• 1r EY PADS h_ - m rrr 1 LINE BEARING DISTANCE • 14" 7166' I L8 S 14'51'38" W 32.42' $ (FZOWLINE) r•► . i,.r�.:,:;��v..,.;c':=t`-, ��-CAS SEWER MANHOLE ��v.�` _ _=,�'��N rn L9 S 46'54'43" W 23.11' W SLAB <i ! c r«:.;o:,,•:<;>:s METER RIM fL. = 8123.8' �. r'+9 1 ' 1 I APPROX. LOCAT10 .....�..��.. •_ �...'v ! � I HOLY CR055 ELEC. INV. EL. = 8215.0' ;:•:" )i� �>'•':. �= rr e co I ASSOC. EASEMENT INLET ;,",2%' GARAGE SLAG I 1-'(BOOK 285, PAGE 253) ��"" '�. 12" :r.i-_ •/ 4/4......„.._ L1Q S 46 50'42" W 96 DO' ELEV.8212 y I 1 I };�: 8222.5' ; / L11 5 43'09'17" E 1a,s5' N 8219.2'r 1.31'S9'Q5" e-- I..Y "� +13223 8223.13' r/ LR=55.39' I L12 N $7'47'21" E 6[J.29' I i� .0' WATER VALVE (TYP.) 12" " ':= , III r, r 1 I r i PAVER WALKWAY 1.�-:•- 'h/ •• C9=LC.S 3D S1',1" W 1 I 1 I 0 `LL• SPEED DIP CL Li, , I 3 LL. ...t.,._ LL fi FLOwuNE) 'r n L LJ f 4 L�� jeS ` r,. ��•�A, � (.0 Li k L, BUILDING OUTLINE �� • , 8220 y` O LL. 221.0' _c, L.L. (FLONIINE) 0 , (TSP,) °"0. ` � BOUNDARY LINE TABLE N VENT ", • L. ., / e CROSS EASEMENT AGREEMENT O LI_ 010,41.- (BOOK 243, PAGE 809) UNE BEARING DISTANCE 8233.8' LL L L 12" ,•,I: LLLL• /$^' , L1 S 34°51 '15" E 33.67' 'I Z 0 1.: LLLLLL 8224,4' FL24WLINE) ���. F /� 1 SEWER MANHOLE LLL L_LL LLL.L .,^� • �er L2 S 82'25'03" E 80.00' = 7 RIM EL. s 13233_,' LLLLLL LL. ! /4- ROCK LINED , LLLLLLLLL. DITCH $ L3 N 70°36'13" E 41.50 DING LLLLLL `'."'^� LLL LLLL ..12R 8221.:'' , , x;•` LLE.LL _LLLLLLLLL► U7 L4 S 87'30'35" E 54.16 LLLLL .�..„. LLLLLL /. ^ d` C O �' y ',..........'7.,7:,.:-- ., r,•�. LLLLL LL_LL, FENCE (TYP.) "1222.9' / •{• r''A L5 S 23'39'04" E .07' L4 � �^^ r' / *•' LLLLL POOL `y+.-+•.� LL.LL_ fi 01kLINEy f J Q >' r . LLLLL LLLLL_ .•^ „ ''' ' rz,. LLLLL_ `^--""- . LLLLL ; e° N3 L6 S 14'51 '38" W 49.15' 0 1 ■ LLLL LL. :: '.ti 00,,,,,•1+ e BOULDER (TYP.) „ O #� 0. 1_ - .. LL Bz2 ,• .� L7 S 81'S�7 55 W 57.11 ' CATV •E� f. �� � '.:.: LLL LL F.-y� t' .. ff 8246.4' fes` -L L LLLL>_LL L.L.. 8233.8' �`� �r° i / li.j y:1 LLLLL_L LL LL 228.3' 22x.3' ? �° �' O r\ _ i1 / e 11.0..e...,-,:., .: :` :§.'y-• , • `'' LLL LLLLL FLQwWNE) ��. w LI2 -� Q LL1 Q ,. ' .::: -. • z-.•.. : .:.`„,,.: '' = 82 .g;. p { 40 7.1 PART OF TRACT ;r r<. `.' B22a.s' SPEED DIP 31' i� ji. - •:kr,E;i,tq•.,c •.:� 001 6224.3'tillIllhgitEIRE NVDRANT u. =228,9 �� J :,. 4- • _1 ^ 1{ n... �y:' RET. WALL r k. (rYP.) fj0 � LLJ O w n � _;,/, 31.:" 'ti ,:.` 82 .B' f� J .;., GGA guRle� ELEC. �I LL Q 1 LL \ 4%,••:-.•, ...:•229.9' .. y LIGHT POST (TYP,) 'ct> , °' LINE N p LL . psi N O Q �/ LLL.6 x} :228.9' X •r i• 0 ,° �BURIED LL � 8245.$'* �; "te "•. $227.9' 8227.2' "' ".-- , Ilk WATER LL BURIED CATV --''�__ w. �_ __;____-__ _ ___ _-- GENERAL NOTES: = J J LINE LL: < > 0 L I. GARAGE SLAB q LINE .� yp� t' ;+' 8228.6' @ r� 8229.2 823x.2''+,7 NI L_ EL.,8230.3' r n L PAVER (BELOW) X8229.8' CATV PEQ.".y:. r 34.4' ,1 .�,•A. •1'328.8' `.`,' r, i ', ei„e 0 v , UO LL WALKWAY `" I -;`' ' a2z9.5' J ' '"� INDICATES AN EVERGREEN TREE (WITH TRUNK DIAMETER Q > LLL >'z#£ < �'a; > s �` _ •• 't_ J^,--r ` O O J LLL ....... ........... 'sJ _4 © 8230.8 ' ON LARGER TREES) - LLLLL- ;'v GARAGE SLABM1'. +, ASPHALT 8236.2' +) • DRIVE/PARKING �' [1`;i O LLL LLL LLL f EL.w8229.2' • • \ / / LL LLLLLLLLLL ?r '; v -' LLLLLL 8246.0' a� a (BELOW) N•,l. ' l� '• • AREA ,� r INDICATES A DECIDUOUS TREE SEE ,42.1 . ti -r `r;;;' -,, t i 8231.2', Ilk + 8240.8.. • r v, i1 8247.0 • , 8230-B` - �, l • t^ _-. 8231.2', ' �+ , y `c ~N BUILDING OUTLINES AS SHOWN HEREON ARE FOR GENERAL LOCATION PURPOSES ONLY, '' ' MORE DETAILED INFORMATION SHOULD BE OBTAINED PRIOR TO DESIGN OR CONSTRUCTION 24LLL ;LLLL LL , °i OF FEATURES UPON OR ADJOINING STRUCTURES. :1E-CR.:::::1(<' :i;,.,.a LLL LI! VEf2S_LLL `1$" ::::e=` L 111&&.-LLLy��` .111111 LLLLL UTILITY LOCATIONS SHOWN HEREON WERE FIELD LOCATED BY THEIR .OSZB �~ � LLL (r5, diA•) RESPECTIVE COMPANIES. PEAK LAND SURVEYING, INC, ASSUMES ND �� �,�I ,' • „il•:. RESPONSIBILITY FDR THE ACCURACY OF THE LOCATIONS SHOWN OR /� s , • FOR ADDITIONAL UTILITIES NOT SHOWN. ALL UTILITY LOCATIONS SHOULD B-2'f20 l BE FIELD VERIFIED PRIOR TO CONSTRUCTION. (18• DIA.] __ il �, I. . ,•;� 09Zra - - '--''n i• 000** RECORD DOCUMENTS UTILIZED !N PREPARATION OF THIS SURVEY WERE PROVIDED 4E O� IAN WALL ti:=y:reXj. 0 O 0 0 - 0 BY LAND TITLE GUARANTEE CO. ORDER Na. V259553-2. DATED OCTOBER 17, 1997. f•:;'r,;:ir 00. -.7 g• '" r • w •■ ■p A C3�7 A�fl C7©0 ■ r 4 0• ■ NOTICE: \.,0 • 0 0 0 0-0 0 0 0_0_0_0_0_, ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION ..-"P ''' ''°' •p 'A. I p 0 C,}' -`„= t■ C} 0 C7 O . 0 C7 C } ,_, • _ .5 LLQ O C7 �:. A. • O fl D D C] �3 ■ BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER oLze :,,.� Q M r LLLLL r '"" ■ Q �" 4.• r YOU FIRST DISCOVER SUCH DEFECT. IN N4 EVENT MAY ANY ACTION %.„.:°• 1 C] o • ISSUE DATE O,��p. LLLLi i i trea, ��lr�i„�• `: ' • �}` . • BASER UPON ANY DEFECT IN THIS SURVEY $E COMMENCED MORE THAN ,: , 0 U_LLLAV $LL �,r'.,:.. '! • TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON, 0� LLLLLLLL.L NWA-R- I 2011-12-13 ► LLLL /N NWA R-1 REVISED 2018-01-31 04e2 A NWA R-I-REVISED 2018-02-21 _ .* WA 3 NR I REVISED 2018-03-14 )UNCI No. 4 REBAR WITH ALUIVI. CAP �~-��-�'--- --�_S 89.42'37" W ""' 51.5.00' PERMIT 2018-04-04 JD A PLAIN No. 6 REBAR ------_____ FOUND No. 4 REBAR WITH WASHER AND A PLAIN No. 6 REAR I ____ _____________ CENTERLINE ___ OF TRAIL -""' (UNPLATTED) SITE FLAN Ef) Pll.l A I ■ I SCALE: I" = 30'-O" NORTH to ciF d•4 ....„_...4..l v,z II \ lLL ) CLi ) .,, „.., "'— F I RE RATED 11 \\ 20'-e" '-o" ASSEMBLIES ^ o III \\ 0 "' ui0D 10 II, — — —� - - — — — — ��� 06/12/ 8 r L 11117 77 -1— I= TT -1- - I - - \ 1 / 1 1 1 1 1 1 1 I 7 1 1 1 1 1 1 1 I II B L 1 H — L H H —I 2'1-b" 13'-b 1/2" 1 11 I— REO EGRESSPLACE LI TT —IT7J I wlNDows is — IIS (B) c I o , ' a o - MASTER ED ' " 5 NEI'S INNr,011 l SCHEr,UL.E #I 0 3 MASTER2 -- Q o 0 021 =d N BEDROOM GI 2 > > A3.I 1 m 1 ° #I I TYP —5'_ _ a)SIZE _J - ,,--i o - _I, SYMBOL (ROUGH OPENING) TYPE U-VALUE COMMENTS i r F = I x'111 A 124 ) SHOWER HEAD, r , 0 O 223 I/4" X 10" QUAD SLIDING DOOR 0.32 SPOUT, AND III VALVE H 5'-6" N = 11 BEDROOM II — J NICHEI IIIGHE #2 4 ( B ) 31 I/4" X 10 3/4" DOUBLE HUNG 0.21 EGRESS �I11 , o 11 ENGH 37 3/4" X 61 3/4" DOUBLE HUNG 0.2-1 II pHOWER HEAD/ ►• ` m �� Jor OVALVE '� - /3'4" 11 1 / 14'-I1/2" _u� 11 MINA EXISTING BRED`Kiri' COLUMN, CCI • NOTES: EA BOX I B ENCLOSED IN -ALIGN HEAD HEIGHTS WITH NEW DOOR I_ _ _Ir M / THE EXISTING -JAMB EXTENSIONS PER CONTRACTOR BATH BUILDING FIRE RATED 1*2 s'-b° N 31-4" ASSEMBLIES ( j / \ I Gty �J Lu 0 III a 6 0 — 1-111 —717 GI.2 VEW WINDOW 4%111111111 _J N �I.. a mil ' KI CHEM fill O • Cr) �� �I 1 , nY 11 1 r>r "s./L__ LU TYP O O - - J i DINING l_ n — X040 °F 1'4/ ZVI,z f tk "Ig 0 D 11141 06/12/18 1 I I I I L] 1 1 1 1 L] 1 1 1 1 L] 1 1 1 1 L] 1 1 1 1 L] I I 1 1 L] 1 1 1 1 L] 1 1 1 1 L] I I 1 1 L] 1 1 1 1 L] 1 1 1 1 L] 1 1 1 1 L] I I ' U ' -- ---------------7- di w Lii, tp.--',t,:!'''''':',..'-'":-:'',A,,.., _ - • IM II ,O M cy) g� �� 74 I■ p■■ ' i _, .cr (-NI Q o O o 0 i '00'. ... IA 5 ° 1c;. c;. I I s _ N rn ntiv_ 1 EXISTING ELEVATION PHOTOGRAPH pIr: LL±.. • .., : IMO: Y ' 0FIFTH FLOOR ■iw 1 uIii. Imo_■_■I�■■■■1.•■ ■���■ Elm.. _M_■I�_■MEIMI �■��■■■■I�■�� . :.. '■■1��■■■1�■■■■1�■■■■1��■■■rte ■11■■■■1.■■■■1.I■■■1�■■■■1.■■■■1I��■1�■■■■1�■■■■1�■■■■1�■■■■1��■■■1.■■■■1 ■ 1•■■■■1 ■ ■ I■■■1M ■■1��■■ — — — — - — — — — —I . . 8285'-10" Ilr: - ..T Nionnnmsfinnmaimmunnimannnomisinniffloninifflonnomminnifflonsmimmi . W7 121:21 I; _ iU ' ter: n1.11111L- '_ u imm I�lrllllnl� _ ° - ; W7 C\1 mn ,,-) hili iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii IIII, IMIV INIMMITnin O II II ■ iiil 17 _ _ �� FOURTH FLOOR iv 4 -, 1 . n LLJ 1 1 i . i ■ _1 8276'-0" W7 0 7 0 —) II III El_ . • , . •• �•... 'r: _ : cL . ._ ..• • • 111111111111111111111111111111111111111111111111111111111111111111111 .:: II1111111111111111111111 — — 1 o . — • • • . THIRD n . • "W% 8266'-2" / ,, Z o LI, i_r) • I _ . : \- r I U > -0 I. . . �. ■ 'r. ' V m • .• • • ..• . . . . -:=N 1 .................. ........... _ - �ji'll : Q < > 0 4 I I -: N \- . ... ... d r •••:• ..• ..• . . 10: •IIIIIIIIIIIIIIIIIIII : I. - • . : _. . . . . . . . - -. - - - - - SECOND FLOOR Q o • M' • • U / O Q B (13) oF. CB> _ NEW EGRESS. CB j B. . .• =. . _ � WINDOWS. / ■ - i y,`Qt�' 9'r • 1- - -- - - - --- _II C *•° EVINE ROSEN . . . . � • : .... . . B-2428 Y • illlIIl111111111111111111111111111111111111i Y ..-m. ,—m- ,—m- ,—m- M'a M-��.— �� X FIRST FLOOR NEW EGRESS • • - ' . • ,— ..- ti _ Y 8246•_6•• WINDOW '� ' �� : « um:.7 : !mi T. ____ ISSUE DATE M.�MM�=.���=O=T=O=T=�� O=T=;O=T=� NWA-R- I 2011-12-13 ��_i ,,,,01 _ �Wm sem r—s�r—is>_r—sir—sir A NWA R-I REVISED 2018-0I-31 NEW PATIO —�M: y =: _=OMM _=: �=� A NWA R-I-REVISED 2018-02-21 NEW ENCLOSED LIMITED � - 3 COMMON SPACE WITH (4) _ NWA R-I-REVISED 2018-03-14 I� IT U I -� h'tFtMIT 2018-04-04 E -2 NEW GLASS DOORS � GRADE TO BE CONFIRMED i , EAST ELVATION A3.1 SGALE: 1/4" = 1'-O" AS ] I X040 F 1'4/ fill Id Z " 00711 141 06/12/18 1 .. ' •�-J 24 23 • I; ; ,oma�. ; 1 1 1\s s , lik ., ,.,,- . , i , .����� �'� 1,••.„..„..,..•�, r 0 ''''•,,,, 11 * ,k II; • • • • • . . •• U - �.!, ♦�♦ .. ♦�♦ ". � If bAVO ' - tl4 . AIM �i�El\ Wii4kil•',,1-k'r,;:•.! '6 ilii 4! vi__ A�� � aJt I _ lii VII r�� r., 1,4s , . . . • • •. .. . . . . . .. . . . ' • N , Itim,,,,,,„0„,,r.. , „, ,,, • • • • ��1i �g/a ,� ° �tII�P iII��� /ur�� • Q O O ° 4iNe. ��,lllN���i1� 1 I t � Z 1 QO� Oi':ii‘';' � a � � !i11 4-;7:-'. ' � ��z r ° °' y .i:!'41!'!. JB� ! 19 i, A `1��'Il ,/tl� • • I I1. 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' • : .:MB- 1111/r ,• 8266 -2 LLJ N U > -o �` K� . . ��� 1 .. —'+_ • r12L oo �"r�- Cl) = \ I \ \ • n U u n +M`1,� 1 _aM=E- aM L_ U J . .�— • _ —\� —\ _ -_ -\ _ /� `fir — ILI �r`�r (f� -.. .. Q 0 _ ..... _ 11111111111 :. - _ 111111..._ < > - - - 8 =1 • • • . 11111111111111111111111 ��ni • • - _ •_ - - SECOND FLOOR U / > • •.• • • • • _ 8256'-4" X �' x y��1�©F COl�9�; 1~ r1 0 . . . . . . . r- -INra=te~ o-F _ • /iv, /NEVI ,E. • 1`–' . • : m 428 B-2 �� :�=4 _ !tel' c,` r•1 :�1��r:`1�r ■���, r1 . •. . -��:`���:„ ,,:, _ . . . . Irl” . - wr���rm ■. 72 ' fir' —\�.--\,I ■, .._ . . . .. • .. . . . . . . X f �■, �� ��'�m sumo- • ` �� ��: FIRST FLOOR �i �� � r� IIIX1 1 — — — • ___ — r — • - - - � in ISSUE DATE ==mmii- Mi��� 111111 �• =�mg" = =_• :. . . .. �\ ��=� � 8246 -6 __ _ _ \' I■t 1 Ma‘ ‘ ‘ :\ �_ �\ ���_ ®���_ —_��_ \=� =i. NWA R- I 2011-12-13 KMD- :MB- 0MD- �MB-M 1�:�_ ~�_____KMD— M: / MB O:MD M:MB O:MB- 0:MB--: NWA R-I REVISED 2018-0I-31 .` r+`�+`�==0-a - m�+EE ,DM==O +.`s / .�+.`��+.`�+.`��+.`��+. A NWA R-I-REVISED 2018-02-21 � :— : :—�• �� 0-w ��, :—��— / —��— —4� �— � r�s>_r�s>_r�s>_r MM s>_= .=. r �s>_= ''' �s> r—sr A NWA R-I-REVISED 2018-03-14 '� � �— _ �., ., ., / �l�� ��� i'tIlMIT 2018-04-04 =`1�+�`1�+`1_+�`a 4• 1 _____omili ___ .` NEW LIVING ROOM WINDOW I NORTH ELVATION A3.2 SCALE: 1/4" = I'-O" ASD2 X040 °F d' t•'WI%z 06/12/18 0 23 24 V Li c U S N -O M M EXISTING FLOOR/CEILING Q o O ASSEMBLE N m U •c 0 c 2 Q a � s EXISTING DECK N - m SECOND LEVEL Ql , / EL: 56'-4" _ / NEW WALL TO I BE R-20 121:21 4 G 1.2 uu Uw _I N LIVING ROOM NEIN AREA O ENCLOSED 2 G 1.2 n 1_11 a_ SEE SHEET L FOR LANDSCAPE O O --) CCCiD 1 G1.2 = FIRST LEVEL +6' I C 7 EL: 4 -6" CO O I — — — — — - Z Q O w Li) EXISTING N U > FLOOR/CEILING o o0 ASSEMBLE — cl)n n O W w n 1- O J Q OQEL Cl)< > 0 n o EXISTING Q O PARKING O GARAGEQ U / ,o > .t�t©f COLE,„ y • t ii,e �� , INE•ROSEN 'k B-2428 01 STION A4.1 ISSUE DATE SCALE: 1/2" = I'-O" NWA-R- I 2011-12-13 /�i\ NWA R-I REVISED 2018-0I-31 /1\ NWA R-I-REVISED 2018-02-21 A NWA R-I-REVISED 2018-03-14 ht-RMIT 2018-04-04 A4J of d•4 3 Jiqop 06/12/18 U C U EXISTING s N -0 � FIREBOX °O co o- o- o .6 O ,o Q) m U o O c 0 0 L f 1 - e)5 LIVING BOOM ELEVATION cnLIVING ROO1�' EL. VATION cc,S.I SGALE: 1/2" = 1'-O" SGALE: 1/2" = I'-O" C121 oIi � N O — CJ) n121_ O 7 O � z o On � w Ln 1 N U n n 0 N LSOOMW nIVING O Q (zscS.I SGALE: 1/2" = 1'-O" J O (./) Q O Q rY O U UO 0 Q-0 > P4.Of CO[pq, 1 - * �INE•ROSEN B-2428 !'c4810 ARt�`����~ ISSUE DATE NWA-R-I 2011-12-13 / \ NWA R-1 REVISED 2018-0I-31 NWA R-1-REVISED 2018-02-21 A NWA R-1-REVISED 2018-03-14 PERMIT 2018-04-04 J L LIVING SOOM ELEVATION A , . A5.I SCALE: 1/2" = 1'-O" zi .15 1345.0 0, eft° A ] 06/12/18 A S A I Z NORTI-11001, S LL V C U . 0 _ _ - Lr) c\I .9_-_ ,,_ NORTHAOOPS CONI,c2MINIUMS S , ,O c,, , o co 3 0 , < p O N m U C JUNIPER 102 (E) O c • Q S C- ) 02 6 0 0 V'AI Li I— ales57 1212, Uw PROJECT NARRATIVE T,RAM I NG INX LINT0 I. ENCLOSE THE L I M I TED COMMON DECK, 142 SO.FT. (J CASA FEL I Z NORTHWOODS, LLC. 2. REMODEL: THE KITCHEN, THE BATHROOMS ARCHITECTURAL n Lo_L:1 600 VAIL VALLEY DRIVE 3. REPLACE ALL OF THE DOORS AND TRIM. VAIL, COLORADO 4. REPLACE ALL THE WINDOWS GI.I COVER O S. CHANGE THE PATIO WINDOW/DOOR TO A GI.2 CODE FOUR PANEL DOOR SYSTEM 5 SURVEY A 6. ADD ONE NEW WINDOW TO THE LIVING ROOM A L LANDSCAPE PLAN 0 I. ADD A 230 5Q FOOT PATIO AO.1 3-D-IMAGES AS I TT S. KEEP EXISTING FIREBOX, ADD NEW GAS LOG SET. AI.I 51TE PLAN q. ADD GAS LINE FOR THE BBQ ON THE PATIO. A2.I MAIN FLOOR PLAN A3.1 EAST EXTERIOR ELEVATION = 7 A3.2 NORTH EXTERIOR ELEVATION 13ETH LEVINE ARCHITECT, INC. I— P.O. BOX 1825 IwI G A A4.1 SECTION CL A NO ST �lOOOJ AS.I INTERIOR ELEVATIONS 0 AVON, CO 81620 0 0 (q10) q26-4gg3 FAX (g70) q26-2gg3 CONSTRUCT I O N RE Q U I SH NTS M/E I MEGHAN I GAL/ELEGTR I CAL DESIGN INTENT 7 CONTACT: BETH LEV I NE Zf\ S1 STRUCTURAL O w I. THE BUILDING MALLS THAT ARE CHANGED MUST INCLUDE N U > LANDSGAFE ARCH I TEGT RESURFACING THE ENTIRE WALL TO THE NEAREST CORNER ANDQ THE FULL LENGTH OF BOARDS IN SIDING INCLUDING FINISHING AND GLAZING. COLORS OF THE STUCCO AND SID I NG MAY NEEDI __J 00 w MAC DESIGN, INC. TO BE ADJUSTED TO MATCH THE EXISTING AND TO THE GRA G A L G U L A T I ONS LL O J Q P.O. BOX 6446 SATISFACTION OF THE ARC. Q CL AVON, GO 81620 2. STRUCTURAL ENGINEERING MILL SHOW THE WEIGHT AND ADD ENCLOSED LLC., 142 SO.FT. < > 0 (q70) 513-8345 DRAINAGE FOR THE PATIO ON THE GARAGE FLOOR (THE _ J CONTACT:JAMIE McGLUSKIE DOWNSPOUT DRAIN BOX AND UNDERGROUND DRAINAGE WAS \ (T) = Q 0 ALL REPLACED DURING THE RENEWAL AND DRAIN BOX WILL SI TE COV ERAGE QU NEED TO BE ADJUSTED TO NEW LEVEL AND PROPERLY O PROTECTED TO AVOID DAMAGE TO SAME). EPDM LAYERS ( ) 0 > CONTRACTOR MUST NOT BE D 1 STURBED DURING CONSTRUCTION. ALL NONE ADDED v > IRRIGATION RELOGATI ON, REPAIR, AND LANDSCAPE ASPEN GROVE CONSTRUCTION REHABILITATION COSTS ARE THE RESPONSIBILITY OF THE UNIT JOHN GLOUATRE OWNER. f C0�0 PO BOX 811 3. WATERPROOF 1 N AT SUBTERRANEAN FOUNDATION WALL MILL ,��1� 9,�, MINTURN, CO 81645 BE DETAILED, SUBMITTED AND APPROVED BY BCE. Y _�- (q70) 471-4857 4. PATIO AND EXTERIOR LANDSCAPE WORK MUST BE OVERSEEN // *04.•, •, ` BY THE NORTHWOODS LANDSCAPE ARCHITECT AND TO BE I B-2428 NCONSTRUCTED BY NORTHWOODS LANDSCAPE CONTRACTORZOIII ��sE C� �~� S. PATIO NOT TO BE USED FOR STORAGE. AR 6. WATER COPS TO BE ADDED AT ALL WET LOCATIONS. MULTI-FAMILY 1. ALL NEW AREAS OF HARD SURFACE FLOORING WILL REQUIRE HIGH QUALITY SOUND UNDERLAYMENT TO REVISED ARG GOOFSTANDARDS. ISSUE DATE S. OWNER AND CONTRACTOR MUST USE NORTHWOODS ALARM NIA-R- I 2011-12-13 AND FIRE SPRINKLER CONTRACTORS. NM R I REVISED 2018-01-31 I BG 2015 g. OWNER RESPONSIBLE FOR COST OF REMAPP I NG UNIT UPON COMPLETION OF EXPANSION AREA. A NM R-I-REVISED 2018-02-21 CONSTRUCTION TYPE: 111-A 10. ALARM DEVICES TO BE CHANGED TO HEAT FOR DURATION OF A NM R-1-REVISED 2018-03-14 OCCUPANCY, R-2 REMODEL (XSSENTIALS). PERMIT 2018-04-04 11. OWNER IS RESPONSIBLE FOR DUST IN SURROUND 1 NG UN I TS DURING CONSTRUCT I ON. 12. WHERE EXPOSED DRYWALL MUST BE TAKEN TO UNDERSIDE OF METAL PAN ABOVE AT HALLWAY AND TO OTHER UN I TS, FIRE RATING MUST BE REINSTATED TO HALLWAY. 13. ALL EXTERIOR LIGHT FIXTURES, FINISHES AND RAILING MUST MATCH NORTHWOODS APPROVED SPECIFICATIONS. 14. GAS LINE FOR THE GRILL WILL BE ADDED. CO/ 1 0 IA" CIF 11'4 m gifi174. N liVI 40 � X007 06/12/18 NOTE: ALL NEW BEAMS $ COLUMNS ARE WITHIN THE ASSEMBLIES NOTED BELOW BUILDING CODE: INTERNATIONAL BUILDING CODE 2015 CODE INFORMATION: BUILDING TYPE: III-A OCCUPANCY - R-2 544 FII 'E RESISTANCE RATINGS -ATL 263 (BXUV) E ._.. ..... . E U `� GA'FILE NO. WP 3510, GENERIC 1 HOUR 35 to 39 STC .. :..: -_. . :.FIRE- SOUND } GYPSUM WALLBOARD,WOOD STUDS U Elf Li One layer%"type X gypsum wallboard or gypsum veneer base applied parallel or at rightt� _ angles to each side of 2 x 4 wood studs 24"o.c.with 6d coated nails, 1 ale"long,0.0915" . . } Lo N Restrained Assembly Rating — 3 Hs. s c� o shank,,/a"heads,7"o.c. #1 TYPI GAL 1 NTERI OR Unrestrained A e'r ly•Ra� .— 1412 lir Joints staggered 24"on opposite sides.(LOAD-BEARING) • • I-HOUR WALL GENERAL NOTES: 00 Q o O No No I PROVIDE SMOKE DETECTORS THROUGH OUT THE UNIT PER IBC '107.2.I O.I N c° U Thickness: 47Is" 2 ASBESTOS TEST TO BE SUPPLIED BY THE CONTRACTOR. c O o 0 0 o ,t) 0 i r i Approx.Weight: 7 psf 3 WOOD SIDING TO BE F IRE-TREATED PER IBC. 1405.4; ON THE FOURTH _0 Q' e •�4.,Q-?� :-cu��r 4bn.,a.+vr +tP.-.. , Li.�-.�n, Fire Test: De DesignR3U3 9;7,UL 9-17-65, - U309; R1319-129, FLOOR AND ABOVE. s '� UL Desi 4 ALL NEW RECESSED CAN LIGHT SHALL BE TENTED WITH 5/8" DRYWALL I ig 7- Design U314 N Sound Test: NGC 2404, 10-14-70 FOR I HOUR CONSTRUCTION. IBC 712.4.2 OR HAVE A I HOUR RATED r ',0 J., el FIXTURE HODS 1 NG. fl. 5 ANY FAN/DUCT WORK LOCATED I N THE 1-HOUR WALL SHALL HAVE A GA FILE NO WR. $105 GENERIC 1' HOUR t010 :41,41. tial.OEM i I-HOUR RATED DAMPER. I BG 716 Fr'- -. v.ri�u ; GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS 6 UNIT EXIT DOORS WHICH EXIT INTO EXIT CORRIDOR ARE THE EXISTING 7�Cia.,.�la W.rT�aatt syr tA,X 4a-�i�[i e�.reca.s.. /4 'r ffirn I ED EXTERIOR SIDE:One layer 48"wide s/a"type X gypsum sheathing applied parallel to 2 x MIWIRIIIMIaleIM 20 MINUTE DOORS. 1 BC 1016 PI 4 wood studs 24"o.c.with 1314"galvanized roofing nails 4"o.c.at vertical joints and 7" 7 ALL EXTERIOR WALL CONSTRUCTION SHALL BE NON-COMBUSTIBLE. o.0.at intermediate studs and top and bottom plates.Joints of gypsum sheathing may . d > LI-girl'°" ,P �� be left untreated.Exterior cladding to be attached through sheathing to studs. �� 15C.602.3 #7 TYPICAL INTERIOR SIDE:One layer s/e"type X gypsum wallboard,water-resistant gypsum backing 8 ONE-HOUR ASSEMBLIES TO BE MAI NTA 1 NED PER "GA-600-2003 FIRE board,or gypsum veneer base applied parallel or at right angles to studs with 6d coated RESISTANCE DES I GN MANUAL" CONCRETE FLOOR/ nails, 17/e"long,0.0915"shank,1/4"heads,7'o.c.(LOAD-BEARING) DETAILS LISTED TO THE LEFT 1: Concrete Topping— 3000 psi compresive strength,. 110 bb 153 p f unit CEILING (GARAGE Thickness: Varies #2 TYPI GAL EXTERIOR12121 Approx.Weight: 7 psf cl BU 1 LD I NG AREA FOR TYPE: 111-A CONSTRUCTION weight. CEILING) Fire Test: See WP 3510I-HOUR WALL R-2 OCCUPANCY sig3917-65,R ting JEr in lit Tttl� In.. U, R3501-47, en U09; ALLOWABLE BUILDING AREA - PER TABLE 503 1-1/2 4-3/4 UL R1319-129,7-22-70, X2 =24,000/FLOOR3 5-34 - UL Design U314) =48,000/FLOOR (4:506.3 AUTO SPRINKLER 1 NCREASE) X3 =144,000/BUILD 1 NG (#506.4 AREA RETERM I NATION) U w 2. Precast Concrete Units— *— Normal weight comets_ Single- or EXISTING BUILDING AREA: PLEASE REFERENCE "NORTHWOOD'S —I CN double stemmed units. Openings may be provided unit, for CONDOMINIUM CONDO MAP 3.15.0511 _ o piping, duct and shit services and should be suitably a lc10 ed. with N �trul�tion.s having at least I uat die resistance acceptable le to .uthori- ,. cL n LLJ t having jurisdiction.on _ See Precast Concrete Units categorynames for names of man c uTersN ',`' s O 3. in Bearing— #3 TYP I GAL STEEL . i ut-- id ce ec Ont, : i� f l l� O a t s -; BEAM - ONE HOUR O concrete topping is used. Weld tie plates may be used in conjunction With ,gr{Ut. Item No.2-4.1 *Beanzng the UL Classification Mark Steel beam or girder I) Two layers of 5/s"115.9 mm)Type X gypsum = / wallboard attached to U-shaped brackets spaced 24"(610)on center I- ,dA P[I.,E'NO I p 1110 GENERIC '> 1 wail CLU • GYPSUM WALLBOARD,STEEL JOISTS,CONCRETE SLAB O n 5/8" DRYWALL BOX One layer 1/2"type X gypsum wallboard or gypsum veneer base applied at right angles to 4, .• • : . 4' . . 1 :•o ,•• •• 4 . •• •• 4• / / rigid furring channels 24'0.0.with 1"Type S drywall screws 12"o.c. in field,Gypsum (\ MINIMUM GLEARNGE #S TYPIGAL I-HOUR board end' joints located midway between continuous channels and attached to #4 TYPICAL STEEL U PER GAN SPEC additional pieces of channel 52' long with screws 8"o.c. Furring channels wire tied tofir 1 JO 1ST CONCRETE LJ_J ,� DRYWALL TENT open web steel Joists 24" o.c. supporting sle" rib metal lath or else' deep 28 gage 1 I U FOR RECESSED corrugated steel and 2"concrete slab measured from top of fiats..(Passed 80 minute fire _ SLAB I co 1,..., ti _ IG RECESSED CAN test restrained and unrestrained.) Approx. C ''�' n n LIGHT FIXTURES rox.Gelling I U -�.+. ! Weight 2 psf III W n Fire Test: UL 82717-30,6-12-64, O J UL Design G502 I I O Q 5/8" CEILING DRYWALL CD ASSEMBLY B(See Section 4.15.2 of this report) > O J J • 1. 48/24 /244sone 1)and-groove span rated sheathing rY Q O TENTING DETAIL 'EGESSE NS OR F IRE 2. Two layers of 1/2 inch thick Type X gypsum board. Q 3. TJI 0 O J 4. Optional minimum 3-1/2 inch thick glass fiber insulation or O Q RATED GAN L I T U 'Onon-combustible insulation that is rated R-30 or less,with / resilient channels(not shown). Sound Test Data* . _, ..—.- W/O Gypsum _ SIC=50 el f�T Resilient channels directly Concrete Pad&Carpet IIC=60 #5 TYPI GAL 1-JOIST applied to joists or trusses((16 Tarkett Acoustiflor I IC=51 (1) inches(Lc_supporting both layers Cushioned vinyl IiC=45(2) ' FLOOR/ GE I L I NG of gypsum board necessary to WlGypsum STC=58 �, I-HOUR / ►� achieve sound ratings* Concrete Pad&Carpet IIC_54 / ►/ Tarkett Acaustiflvr IIC=54(1) WALL ASSEMBLY / - Armstrong Vios/Armstrong IIC=50(1) 1-1/4" MAX. Cambraysheetvinyl THERM AFIBER SAF G INSULATION (1)Requires two layers of 5/8-inch thick Type X gypsum board with minimum 3-1/2 inch thick glass fiber insulation or non- FIRECODE COM OUND combustible insulation that is rated R-30 or less. PENETRATION (2)Applicable only in jurisdictions using the IRC, BNBC I or SBC. GA FILE NO. CM 1452 GENERIC 1 HOUR ISSUE DATE I #q TYPI GAL PLUMBING GYPSUM WALLBOARD,STEEL STUDS FIRE NWA R I 2011-12-13 I PENETRATION I N Base layer 1/2"type X gypsum wallboard applied without horizontal joints to is/a"steel NWA R-1 REVISED 2018-01-31 ___( ) studs located at each corner of TS4x4x0.188 tube steel column with 1"Type S drywall I I-HOUR WALL A NWA R-I-REVISED 2018-02-21 \ L2-------___ /i screws 24"o.c.Face layer 1/2"type X gypsum wallboard applied without horizontal ASSEMBLE joints to studs with 13/4"Type S drywall screws 12"o.c. Metal cornerbead applied to #( STEEL COLUMN - NWA R I REVISED 2018-03-14 all thick cornersapplied withover 1"Type corner S drywallbead. screws 12"o.c.in each flange.Joint compound 1/16" 1-HOUR PERMIT 2018-04-04 1/4" MIN. REVISED PERMIT 2018 04 19 �' Fire Test: Ul RIC5Q5, 77M1 K1747; 6-13-77, UL Design X528 WLAsnTEN N EMBLY DETAI SCALE' HALF DATE: 1/27/94 SHEE UNITED STATES GYPSUM COMPANY C 1 0 illoor 'WI hop 1 06/12/18 macDesign I I ■ LANDSCAPE Z - 1 s_z\ _ \0fis I ■ ARCHITECTURE /-I _ I. LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE ■ SITE PLANNING ,� MASTER AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING P.O. BOX 6446, AVON, cos 1620 LAUNDRY BEDROOM ALL MATERIAL INCLUDING LABOR, DUE TO SICKNESS, DEATH, OR UNSATISFACTORY CONDITION OF A PLANT FOR A 970.513.9345 PMASTERo #1 PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE BY OWNER. BATH ; I 2. ACCEPTANCE OF PROJECT EY OWNER CONSTITUTES THE START OF A I YEAR WARRANTY ON ALL MATERIALS #1 AND LABOR, AND THE START OF A 60 DAY MAINTENANCE PERIOD. DURING THE 60 DAY MAINTENANCE PERIOD, 4- I THE CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT MAINTENANCE, RELATED TO NEWLY INSTALLED ITEMS, nI 00HALL I % V INCLUDING WATERING, PRUNI NS, WEED I NS, CULTIVATING, MULCHING, REPLACEMENT OF UNHEALTHY OR DEAD PLANTS, 4- ( ORESETTING PLANTS TO PROPER GRADES OR UPRIGHT POSITION, RESTORATION OF PLANTING SAUCERS, AND ALL THER CARE NEEDED FOR PROPER MAINTENANCE OF PROJECT. I - . �; ' 3. CONTRACTOR TO HAVE HAVE UTILITIES LOCATED AND STAKED AT LEAST 45 HOURS PRIOR TO B0EGINNING I I EXISTING CONSTRUCTION. I� III II ! ) .... LANDSCAPE L. FURNISH AND INSTALL PLANT MATERIAL AS NOTED. ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE , / I ARCHITECT PRIOR TO INSTALLATION. II 0/ J I r) CONCRETE 5. LANDSCAPE ARCHITECT SHALL APPROVE PLANTING BED LAYOUT AND PLANTING LOCATIONS PRIOR TO III II 1 EXISTING STAIRS INSTALLATION OF PLANT MATERIAL. (( � D BATH 6. PLANTING OF PERENNIAL FLOWER AREAS, WHERE SHOWN ON PLAN, SHALL BE DETERMINED BY LANDSCAPE ARCHITECT. �' 11 + #2OfirS 7. PLANTING BEDS SHALL BE MULCHED W/ 2"-3" (DEPTH) SHREDDED CEDAR MULCH. PERENNIAL FLOWER AREA TO BE f �� / 3' MAX. HT. MULCHED W/ I" (DEPTH) SOIL PEP. �' + H BOULDER �� o ' _ RET. WALL. S. GOBBLE MULCH AREAS, WHERE SHOWN ON PLAN, SHALL BE -6 GLEAN, UNBROKEN, RIVER ROOK GOBBLE ON WEED C.1) �_r -_--,.%-%-. //i5"--=- �„.�., �,,,T,- BARRIER FABRIC. GOBBLE SHALL BE PLACED ON WEED BARRIER FABRIC SO THAT NO FABRIC IS EXPOSED TO VIEW. O • SMALLER RIVER ROCK MAY BE USED IN VOIDS BETWEEN COBBLES TO CONCEAL WEED BARRIER FABRIC. 0 T 1 KITCHEN 3-#I BLUE • q. LANDSCAPE CONTRACTOR SHALL AMEND PLANTING BED AREAS L GU. YARDS "EKO-COMPOST" PER 1000 S.F. I O O AVENA GRASS �e����i : OVEN �; • COMPOST SHALL BE TILLED INTO SOIL TO A DEPTH OF 6". o /� . 10. PLANTING BACKFILL MIX SHALL CONSIST OF 50% NATIVE TOPSOIL, AND 20% E<O COMPOST. z III II O OinG //ASTEEL II. IRRIGATION: EXISTING IRRIGATION SYSTEM SHALL BE MODIFIED TO ACCOMMODATE ALL NEW OR REVISED LANDSCAPING. II I- -- EDGING (TYP.) ALL IRRIGATION RELOCATION AND REPAIR COSTS ARE THE RESPONSIBILITY OF THE UNIT OWNER. I 1 DW Ifit �®�. . . 12. LANDSCAPE EOSINS WHERE SHOWN ON PLAN, SHALL BE PRO-STEEL, L" WITH ROLLED EDGE. Y A,,,,,_ L _ J A-11N *4 ♦ �is� 15. NEW PATIO SHALL BE COLORADO BUFF FLAGSTONE SET IN SAND. rr�� ñ �♦♦♦ % 14. ELEVATION OF PATIO SHALL NOT EXCEED 50" ABOVE EXISTING GRADE BELOW. 0 al-U I-#6 MESA j3110r& _ ---__� T 15. BOULDER RETAINING WALL SHALL CONSIST OF I-1/2 -3 DIA. RIVER ROG< BOULDERS. LANDSCAPE ARCHITECT SHALL Z ) VERDE SPRUCE + _t -_ __ __�` '4/A, vG APPROVE ALL BOULDERS USED FOR RETAINING WALL AND SHALL SUPERVISE THEIR PLACEMENT. '0 III II 0 2.-- , . ,_.:vo,.._4,,,,,...., . ‹4 < ,_____________, ,= 7 b ;OP. L, (0) <11: 0/ .04p•ole ♦ PERENNIAL III II (in > oENTRY COLORADO ROSE oa,s_ FLOWERS (TYP.) FACE OF WALL TO III It II '����,• BE BATTERED BACK FLAGSTONE SLABtt' 0 STEP, IF NECESSARY / O O LANDSCAPE BOULDERS: < K ."L 0 / •/ GLEAN, UNBROKEN R I VER BOULDERS RANGING N -- CLOSET� T > EX. DRAIN INLET TO - 1 3-#I BLUE SIZE FROM I.5' 3' IN DIA. `` I� II REMAIN. ADJUST ELEV. , O O - rN 1 ( g AS NECESSARY ` AVENA GRASS - - TO MATCH EXISTING. T O � OI \ A \ 1 I 0 y >1 e //�/-- HEIGHT VARIES _ • BATHROOM O 9 230 SF COLORADO BUFF (3 MAX.) #3 H ' 1ti. PATIO.,.ELEV. OF PATIO A o O` o ��`J • MAX. OF 30" ABOVE EX: GRANULAR 1 _,- - O _ GRADE: BELOW. MATERIAL • ISSUE: BEDROOM o O o � PERFORATED DRAIN DO 1 /I5/17 PRELIMINARY _ #3 0 00. , FIFE IN FILTER SOCK]- \ I2/14/17 ARG SUBMITTAL 3 0 RAIN TO DAYLIGHT. 5/8/18 REVISION ,,, O EXISTING O 7. -. . � LAWN II I - O - - I 1 0 II I � � � � - - IL' ONER COURSE OF - - BOULDERS TO BE 2-#5 1 BURIED A MIN. OF 1/2 VARI ELATED I - _ 1 , - W I DTH INTO GRADE. MAI DEN GRASS : II I 1l FOUNDATION: RI VER ROCK I _ __ COBBLE ON 0�_ -R RETA \ \O WA__ 0 4 WEED BARRIER FABRIC (TYP.) L= I . I No; To 5c-oils Bode 1/4" = I' North SITE AND LANDSCAPE ELAN zi ...W.15 len 06/12/18 O HH LJ C lir _ O° 1 lu=0 1 c0 � " E„. .,_„, O_ Lo N 7 : J CO N O Q 80 .6 .6 �� e N mUo 0 O lJ 0 `J c O c 0 0 EF > u > N. 2i ELECTRICAL/MECHANICAL KEY/NOTES .... 00 `� III 0 s GENERAL NOTES: O A O O O m i (1'- 60 I. CONTRACTOR TO COORDINATE NEW ELECTRIC HYDRONIG A ° `J BASEBOARD SYSTEM; NEW LOCATIONS AND RESIZED FOR NEW - WINDOWS AND DOORS. 1 �_ 2. THERMOSTATS: TO BE LOCATED BY CONTRACTOR. 3. NEW APPLIANCES THROUGHOUT THE UNIT. ELECTRICAL v COORDINATION/LOAD CALCULATIONS PER CONTRACTOR. —1 P ` 4. NEW FIXTURES AND FAUCETS THROUGHOUT. '_ ,I 0 5. NEW EXHAUST FANS IN EACH BATHROOM AND KITCHEN. ' _ • 6. WATER COPS TO BE ADDED IN ALL WET AREAS. ISM n'_ • SO 121:21 1. CONFIRM ALL LIGHTING LOCATIONS WITH THE OWNERS AND INTERIOR DESIGNERS. Ali - S. DIM ALL NEW LIGHTS UNLESS INDICATED BY OWNER/INTERIOR `r) DESIGNER. Li `� O q. OUTLETS TO BE PER CODE. ADDITIONAL OUTLET LOCATIONS ;��I G _ �O 0 INDICATED ON THE PLAN PER THE INTERIOR DESIGNER. H I_ J F4 U W IO.NEW GAS METER IN AN EASILY ACCESSIBLE LOCATION ,N% "`� AGREED UPON BY NCA. C0 MAKER REF WINE A II I N I I. CONTRACTOR TO COORDINATE ALL MECHANICAL _ `j I Ilk \TERT I NAZI ONS. \/' O O < 1 12.THE KITCHEN HOOD WILL BE LESS THAN 400 CFM AS THE STOVE/ O • I RANGE 15 ELECTRIC INDUCTION. 0 O Li , II 7 fl 4i I 1 0 / DIA! , ^ 0 L _ _ O (i)© I I C I I ji I I 00 1 I = 7 - _ I I \ I REF I I II C 0 L_ II O i_.14 `� 6V `� O `0 II n II© I \ / / I\II t 0 = O j LO - � I I N U 1111 EL co CONTRACTORI I I Cf) n TO PROVIDE -I II n >_ O W/D AIR AND / O S 0 I W ELECTRICAL KEY/NOTES VENTILATION I I LL ° w 0 J Q REQUIREMENTS (0 220 �' R1 I O Q rb9. OUTLETS LIGHTS/ELECTRICAL O I Q > > O 0 GROUND FAULT INTERUPT W0 - ' I = Q 713 �\' DOWNLISHT-ENERGY EFFICIENT BULBS r1 r1' I 41 I ' EX I— DUPLEX A - `J V / V Q �/ > U ;; RECESSED DOWNLIGHT 111 V V ' �� � 1 � �� O O J o FLOOR OUTLET y -ADJUSTABLE - ENERGY I• ��� 00 / U QEFFICIENT �� O EW GAS LINE FOR BBQ / ET EXTERIOR WATER PROOF RECESSED J SWITCHED OUTLET 'WH P FIXTURE H - [Om oO OS- 131 EXHAUST FAN — \ • 0 CI O JUNCTION BOX „ / O SMOKE DETECTOR ♦ Q SURFACE MOUNTED `s - _ © CARBON MONOXIDE DETECTOR QE EXTERIOR SURFACE MOUNTED $ SWITCH p UNDER CABINET LIGHT 43-1 TELEVISION LIGHT STRIP t DATA/GOMM ISSUE DATE NWA-R- I 2011-12-13 .1 NWA R-I REVISED 2018-01-31 NWA R-I-REVISED 2018-02-21 A NWA R-I-REVISED 2018-03-14 MECHAPERMIT I ! I L/ T I LA REVISED PERMIT 2018-04-94 r,ESIGN INTENT 'e) 41.1 SCALE: 1/4" = I'-O" NORTH - MEI . I °F I/4 � ith-.0.1§ ! . 23 m. cm - - 1 - -- - - +>,, I I i lI n -041 EXTERIOR HEADERS ARE: V JL444 w/4"BRO.,TS 06/' 1$� II UNLESS NOTED OTHERINSE L -' (CUT EXSTC.CMU AS „ I I 14 : qN� I NECESSARY FOR NEW HD!{.'•) tl I a I I ® r; v 9 m Z v Tilf U av Q au. I I - I EX510.CMU WALL WRQ -I / Z o i - - • - I _ U Y.11 n'a JL HDR.PER PLAN w/Yr"O 3" 5 Y it _ I EXP.ANCH.'a 0 12"O.C. ` .�, x ;iI [711 I 24 Y � m 0 i i SCALE: I" 1'-0" d> 11 . 1111 ar ., I f L. ,I T a bl _ OVERFRAME EXSTC.DECK ',I ±�:-' • {LAS NECESSARY --• _1 IL n __ 1 .61. " � I �37 oeoer;o II I • ,414 16 0 I' - - J l- r� l\• �� I ....L.F== k• n.. (E)BEAU '' CONTACT ENCR. 70 REVIEW C..! 11 I i 0 I FO LCVOUTMUCTOORED PRIOR • 11 it , II I BY pBHERSER RET. WALL Q e 05,1 I , ! I ,� I*6�� �� 25 r_.,1:4 I, , CD a 4-4 co ,I I I I I 'Id • I Q CO t W 0NEW BM BELOW SHALL, i W BE PLACED AT LEAST " Q I I BELOW EXSTC.STL.BM N a- n (1"MIN.GAP BTWN.5 •) , I ZZ ,4 N �I �_�L _ia c I O �-•I FO+i = a o I NEW WALL: r1 1-� I , INFILL w/24B'.•16"0.0. I Q V 1 I II OR -O,C t 22 go,STUDS N O > a I :: I 1 5 0 18"O,C„TYP. LJ tips y (.157 F-•1 V F""1 11 r il - - I. - - - - _ i( .r_SJ — F - - iii t_ it - I w ACO © r--'y (E)BEAM i 1( I © I ;LI O t I — I I ICn E-1 I r I 1I I O Z 21 22 23 24 drown deelgnedby AFS by TDH /NJR PLAN . . NORTHchecked by MTN UNIT 6 FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" Issued I 1. EXISTING CONSTRUCTION(E)IS INDICATED THUS(---- --),NEW CONSTRUCTION(N)IS INDICATED THUS( ). 1 PERMIT 04/06/18 2. FLOOR LIVE LOAD. 40 PSE, DEAD LOAD- 40 PSF(ABOVE) REVISED 06/08/18 3, NEW STEEL BEAMS SHALL BE GRADE A992-50 • sheet - Si JOB #1804-0.1 .5.411111111111014#: 44.10.0 z. ,41 _ 17. , ii... 1%. ilk, .0115.1 06/12/18 52154',A F.•,. I • ,r • :SEWER MAN}1al / •"''" EL. . B214,1'-No INV. El, 8202,15' y: 1C" �I�.P. '"' ."" ''" • ,021 i .. :y 82 2 • ti ,, 4 . -,442,10,„,r,..---c., . 214,6' 4 $ , 8is.n ✓x P 74: g. r ''a.: j „ .� i [ ,\,- .--N' � �212.2i rN"" , €i PP Pfa. kw v ' r: jl R=11 a 00 f PHONE P CI�@G MH 0....;;;1;;4:4:11!,!:''' r^ wli€i''!" 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I • PHONE18$09.8' STf]RId GRATE �F57pL.B " _" n a 3 "��9; 6 C r " °� yj.* . e-- it 0 `d 6�L�fflEd WA7i3 ': ,� PEI), .- : - �a.. ,�•'•!.8'$i)lis i�F# qy f .-- 0�Lr,'c2 LEC. MH. = ` L1N(? r .4.' i - •� ..,. 'F1i ,.. sw ,.� " CiMA SLA '',7""'. r---w , i 9259.4' .w m a .w ,,,,aA w17�. •; q EL.r1� 71!.1' ._ .. " y ..,„ i BuRlEI� ELECti 4 x :'vti'x' w' tiEL ",:�''� ."• ". - ..kw ,-�.-' '� 82404' 58.02' •-�� --- ---- IM 2L A $�rcr +ti ` ' 'I `r. ;. ,;3, w. .,-••••••' - 1 f 8214,53 Y $• 1.)1 1� ''i. ,i;. .512 ACCESS EASEMENT I 4 1 _w 8214.6' r go I 1 L eC.EvAtiLT 8224,2".;;;,.. °` VE 11 •>`'� l3R1 A EY :.; ,..,,•111..e, iZ C121 �+' •92.2_,::.4.,:14..„.......„7/ rs 8237.9'4 - "'' `+ '+ "Q2�1d'sr [8'8113.01' 7.-- N. T• TER 'IN {�w Y4Afd) '% -, . .. .a' ' ''''°� , EASE r EN T LI NE DATA C,. 1°�JST-� 1, f , N �`\ S6 F: -M NHOC °k •. ' 1 ,, FLSC, TRANa 8211.x' • �:. ., 4' 4tEY FAQ` n11�L, 8212.8' rel. / /42,..H. ..., 'F�I D. TA ri d•) .-.,,a 'wry \ > N -.- ici �J 14" E CON C. 1 # . 2an � .' f C�.f ". �'r e PLI B, n a azy "�-. cns sL�e MANM4LE r• C Lomb NAME) I l;$ 3 14'51' W ' Sd AM ,�� I �x:•.r METER RIM EL, a 5B23.d' 4 APPROX. LOCAT1. r 1 1 �;I C37 Ifr, � � L S A8'$Q' u W X3,1 f' / f ,• I Al& C- C�S� EIEC. 1N ow. EL. _. },5218.0' ".:ir ,moi r' d y A55�70- E�4Si lvA 1 s3ARAC SLAB I f (8[?UIC 285. t�AG£ 25 ) 12" +,' �' l4 ¢�.°SQ l W 94.I�d' ____ I E1 Ev-i1x11w1 b I 4222.,' �' L11 53'�Y9'i7" E 18, 5' X194 s�31"59'83" L=55.39' °"` j'-,t-- +622.3...3. �vA7 s Y04.YE 1 82a. I f/ r� 1 G�id.x ' Lit f 8747'214' E Ei 1. 9' 1 r �k 44PAVER WALKWAY 12 ) ���� ORS rOr#'11" / /1 • I ! 1 v a 0.4' r 'SPEE''D OF ( J I LI-, , +a ] ., 4 IT I, riti 4,, ...., ,,k., . ito . ;10 9uiLWNO S3uiLINt --- ,,, LL• Fes:. 1.n' 1AZ2v. O j (TYR.) LL_- O �,, [ wiar=e� r. 1 1 E -� 1 L d V �� s ....•-• VENT r~ ` �• je it f a • o EASEMENT PAGE =EhEENT/ „, BOUNDARY LINE TABLE LLJ O �< 'L: ,,:0,:pc �,� , ' 809) k,. NE BEARING DISTANCE, 1 8'233.4' . [:'1I L ,i 12' s' '». ILL...• LLL • x324,4 •�ly 22.2' ' Lim IL.L . • :,� �� 34451°15m � Gwl iNE} �,� :/z:: " ' T 7 SEWER MANKuLE LLL ' .. L LIL_LLL, %' � �3� �>{}�� 7 1 Rim EL n 82'33.i' LLLI-L. LL.. �: a ,� p1CK UNEC} I $. , LLLL,,,, u". �..�x L. Lt.LLr�12, C3s�1� 82Y1.:. 011PC11 $ L3 II 70%36'13" E 4" ,5'0 1- i--''''''''--- �,�� ti..: 11:11:t..1-. I L L L, L. 1: + p 1T'rEY1 ,.o L487".30 3 . '° ,,, .+' LLL ,w i LCL ' O ;r, .� ...,4,!1,......4r,;(4....1.- <",' . ;,. LLIr p�aL ~ ..,� L:f Lt (rrP, ,,� • fNm L5 S 23"39'0 E 22, ' rfC�. k,. - Ll� .+� Lr IJ y�,l , ""a^ '" + 1Rh.4:}1 ° ;^ ;.,_` dL L I '. .s +.M,�• ELt_LL fir, • r'' AUDIO 9 •. 14451 '36h TY I!; , 1__1..11:.aL "\\ % ,x,41' ealALCKR (TYR.) ,,_t O �, ,,,, �w Ng :'�, , ' �"."' I) G7 S 81'50'55r1 57,11' 7 CATV AES '' ` ..•-•4,4. .4.' L,Lr 1YM ."r L�.1 "�3,I. c _iy ` e 1 .?. 11240,,L' �• :Y t.s+• r. AL1 L L.il.. Ei,_ 8"2.33,5' ��+' r +, Ze••" E 1# ` 1 +.:ti, r, _•N ,i.: L I.-..LL.L.LI.. LL. '"14..' y^p"' O , d" t r ..,• ;s_•`f'-.•"ts ''.ti. •• ±a•• LL L: YYLIiE ry� L72 -r:•:rr • ;x4.,•00.4 ' LLJ ,0 '.,,f.f `.`$.„ .-..x•.4: . ''""".-,w;,.A'',',• 1�L :„* �5:+. 82 C`4.�"r{f 5i# ,v.• 00 .�'r..1:• '�s"3:$.A�� 3 r 4 , ` :� rr.. C 4x26.5' ' 8:25al� ,• I n �„ ° FiRL HY[�FA1Jr "` . I I I LO y :V;.:4> ,..s.,:., / a�"" `-HET. WALT_ �..- I O " rti'1. 3, .4 4.50 [TYP,� 8 ''4.04'S3�^•''''°} ��1 iE{7 ELEC. (i4 J . � = .4 ;. LIGHT POST{il'rP,;l Lir, • L_ _ O Q ,.., ,uv 1W'' j Q `"--- BURIED ..f 82as.6' O WATER L * "*w $227.9' SRi�,11'�,. ,t ''� • I,,,� Q > a LJNE SURlED CAN '''''.5.'2241° 822 ,x' a 8 A,2' 0 \---.11-143 \--124j7 I J �nraA�� sLAe �s ME N,,„ 8222,a• . ;,.�' 4 ;y sr' GENERAL NOTES; I- Q O J.,, PA'ER (3PL4w) '8:229,8' i`.,#191 Pfi �, y ':'8294 ' . tia �* 0' �. > U WALKWAY _� "�-' INDICATES AN EvERGREENI TREE (WITH TRUNK DIAMETER Et f -. 4.L. _.,1.47•.`P' i2 y.. 'q ""r�R+T$230 "'" Ldp x R T>�EES)L_L.l. r '" � ' ASPHAk t 5230.2 .f L._Lr tL, i ' �} . �eARA E SLAB .' c' DNIVEIFARKI1V:, r ., ( )L, L LLL 1. ,. .,x § {L.'"�ELti 3 "�W• AREA • v /INDICATES A DECIIDUOUS TREE > . Ilk �� L1 L_ Axl' 0 _�: [ { �� sI. '`.� y :. s r, r ...ear +1....•,. 184,31.2' ..-"' k .. �8247.b' 74. ,- =240,6',. y i 82.78.8' .� . w ` '� BUILDING OUTLINES AS SHOWN HEREON ARE FOR GENERAL LOCATION PURPOSES ONLY, ` ' ' " , ,, ` \ P MORE DETAILEl 1NFQRMAT1L7NN SHQI�LI BE OBTAINED PRIOR TO DES1ON OR CONSTRUCTION liLI_s_ L.'., L OF FEATURES UPON [3R AD,JOINIriITRUT�IRES, .LLi UTILITY LOCATIONS SHOWN HEREON W FIELD LOCATED By THEIR 0gFs_.,..,, rr"`^+� r� RESPECTIVE CO;Ut-ANiES. PEAK LAND SURVEYING, INC. .ASSUMES NO L4"� a S 1' cla') RESPONSi CLITY FOR THE ACCURACY OF THE LOCATIONS SHOWN OR Ie,..*,.i . FO( ADDITIONAL UTILITIES NOT SHOWN. AIL. U11LITY LOCATIONS SHOULD "'"` ,,, a� ul+a3umiii EtE FIELD VERIFIED PFiOR TO CONSTRUCTION. � � " "'"''-�`"' 44 ��"" RECORO DOCUMENTS UTILIZED IN PREPARATION Of THIS SURVEY WERE PROVIDED AIN WALL • Ly"fir" 0 C.) C7 0 w gA SY LA1 witE GUARANTEE CO. ORDER N , V2Sg558-Z4 DATED OCTOBER 17, 15197. {Tv.) '`� ti� ,ao. of �, �i 0 • " or ► O. '1',.7"" + ? s P1C}71 : � ;•; " 3 rl . X 7 .-1"'-i#1°0°0°0° b 4O�� � 01. O„ • ACCORDING DING T 3 COLO A00 LAW YOU OUST COMMENCE ANY LEGAL. ACTION + 46... 4 • , +R i ".,•• '., .: Is 0 0 d3� Oi {3 * BASED 1.1P ANY DEFECT IN THIS SURVEY WITHIN THREE EE YEAf �a AFTER "" L ,-�. "n '� •( :� ;• LL.LLL Cr ` *' �;;,.: !! ? ■ O YIU E#FIST �iiVER SUCH CEF1aCT, #NO EVENT, MAY ANY0T1Ld . :.� n T ,. K• ,„0 1 * ISSUE DATE a LLI. ,.��; �. � s s3 , �" ��� .rw^"'-`" :�.,,.._, .,....h am W +► BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THA d �� ` L L LEwI .� ..F ......... -...,.„. ..y N 'SEN YEARS F�ROm THE DATE CF THE CERTIFICATION SHOWN HEREON PROGRESS 20111121 ---------------------- .,"~^,�-4.., PROGRESS 2011-12-06 -. r _ ..._....... ,..W. .. ..• - - . r A.R D 4 'ID A Nom,PLAIN i2 o. WITH ALUM, SCA ""_` FDUNO Na. 4 REBAR WITH WASHER ---- AND A PLAIN No. LR REBAR • OEEi'I1 LIN -.y ....- "".........w.-.....--..... ............ ""`-' -r.� -C-1 (UNPLATtED) . SUS X E•r EB , . . . , • . / SCALE: I" = 30'-0" NORTH . 5