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HomeMy WebLinkAboutOV1304010 Planning &Zoning Division 11000 N.La Canada Drive,Oro Valley AZ 85737 Phone: (520) 229-4800 Fax: (520)742-1022 www.townoforovalley.com APPLICATION FOR DEVELOPMENT REVIEW PROJECT ARCHITECTURE DATE: 3" 'v 4. OV CASE NO.:c \3`OW " it (office use only) PROJECT NAME: M (2. Det,icE SUBDIVISION N/A- LOT# — LOCATION/ADDRESS: 112 M \It 44,.Y ZONING 1-'1` PARCEL NUMBER: Z z 4 - i I - U5 6 G LOT SIZE 3.3\ PCn..ti'- MODEL NAMES OR NUMBERS PLA-t 4 Z- Qi to tc M 0300009 APPLICANT: 1' v ems!eau NK1 lcsonE, ADDRESS: F.6-f_ E U 1.40 PHONE NO.: 511'`3400 FAX NO.: U(.o34 PROPERTY OWNER: 1 T m -N h N I LI Ca0CJ ADDRESS: 11 2 bE� So PHONE NO.: " FAX NO: DEVELOPMENT REVI D INC T SIGNATURE: DATE: 'v1-1 Submittal Requirements: - Fees O lL i v i 1 r'4 Ft co of: :One copy of 24x36 elevations and floor plan 114 or 1/8 scale 4o4 AcCdot3 4-zw°- G :One copy of 24x36 site plan 40 scale (Custom Lots Only) :Typical lot lay out for subdivision ��� 3/S :Models-Lot fit analysis for subdivisions :Cut sheets for lighting(All Commercial Projects,Custom Homes,and Model Plans) �..277 1 Fifteen copies of the following: C/`� Dimensioned Elevations of all four sides of all buildings and floor plan(11"x 17"format) Commercial projects require color drawings or photographs of elevations(8'/:"x 11"format) List square footage of buildings Site Plan(11"x 17"format) Color chips of body,trim and roof tiles(8'/z"by 11"format)Commercial and Residential Applications will not be accepted without all required materials. 3573 E. Sunrise, Suite 209 Phone: (520) 577-3600 Tucson, Arizona 85718 Fax: (520) 577-0634 License #B/080734 A.F. STERLING Oro Valley DRB General information regarding Milbourn Residence This plan is currently approved by Oro Valley DRB and is being constructed at AF Sterling's Vistoso Gateway Project(Oro Valley). We have contracted with Tim and Susan Milbourn to construct this model for on their property. Address: 11250 N. Vista Del Sol Lot size: 144,115.84 Square Feet(3.31 Acres) The Following information has been previously been approved by DRB for AF Sterling's Vistoso Gateway Project. Color schemes Body Trim Roof Tile Cinnamon Glaze Summer Pecan Kayente Blend("S"Tile Type) Building Square Footage Livable Garage Entry Patio Rear Patio Model 2842: 2842 s.f. 706 s.f. 166 s.f. 285 s.f. IMMITUAI 12211 BLiND y1 SETA • Date Applied Time Formula 7.y/..Vd frOt t' ;//4 2 Applicator Batch No Notes MADE IN USA FORM 1 B-PENOPAC BATCH THE LENETA COMPANY =ETA • Date Applied Time Formula S..1 .iv t-te- t‘Ce Applicator Batch No Notes MADE IN USA FORM 1 B-PENOPAC BATCH I STANDARD THE LENETA COMPANY Ise REVISIONS BY 05.09.03 JTA ov.bk.chk. I 4 g B I .: t )( _... iftu 8 z •me ABBREVIATIONS SHEET INDEX 1 I. Atvae FA. HOUR ti • AT HOT. FEIGHT (i Cover Stheet q S C CENTE9LIE I.D. INSIDE DNA.AMU `M'/ CD • DIAMETER OR ROLM wmu.. MULATTO.' PT1 Fatndaticn Plan 5 8 A SOUSE NO OPERATION, � PT2 Fot►rdation Plan Teal i Layout P +--' N ® ExISTING Jr. .JOINT , -- [�. -� rem OFI+EAvvECUIROFETBETWEENS SETwa PT3 FOi tlnn Details "E ACOI,Ia ACOUSTICAL KIT. KITCFBN .l I �) c PT4 Fandatlon Notes - e, A.D. AREA DRAIN LAB. LABORATORY �� i �RHSENONNOCASESEARIERTWW6OON1 S ADJ. ADJUSTABLE LAM LAMINATE ITgyLCOOESECTION*1451. AOIR AOOF MATE LAV. LAVATORY o _ o �`_! II r it _ � 2 Floor Plan AL APPROLM LT. LIGHT 3.t1 7 Elevations AFCR APPROXMATE LT. LIGHT A15 ASPHALT M.C. MEDICIE CABINET 321 'T Roof Framing&Roof Plan So. MART F,€a-L wso cAL 322 2 EElev Framing&Roof Plan i EITLRA. SITt�.II•AL18 LEW. METL MECHANICAL EQUIPMENT BE aoa swam MET. wErAL 33.1 3 Elevations L c, Su<. SLO(c I-R. MAFIFACTLRER SCREENED BY MINIMUM 4 MASONRY 3.32 '3 Roof Framing&Roof Plan - BLKG. ELOOKING MIN. MINI►M eM BEAM MIR MIRROR WALL(ZONINGCODEI3-106-6) 4 Sections/Truss()Krems/Interior Elevations DOT. BOTTOM MISC. waecaolls 5 Mechanical Plan CAB. CABINET M O. MMe01ErY OPENING 6 Plumbing Plan - _ ..... O.B.A CATCH BASIN MM. HAUNT® modelPAIUJON 7 Electrical Plan 4 -_ ' •4 CER CEMENT RAMI FAA NORTH awl CAST IRON K I.C. NOT M CONTRACT DT1 Details `/NA �`., /.,. CLa • axa GALLKRq N• nOAINA,L A1100'00%LIGHTING SHALL COMPLY SP General Specifications , Al . • �- p a CLOSET N T B NOT TO SCALE WITH NE T.O.V.LIGHTING ORDINANCES �rA CLR CLEAR 01 A OVERALL 2842o Nt 4 COL- COXLMN '" _• CONC. OONCFEIE a C. ON CBfi� COMt COMECTK)N Q.D. CAJFBICE OIA ALA) ,," ` �- eH" 47 CONSTR COFETRUCTION OFF. OFFICE . COAT. OCNFINIJOUS CFFNL3 OPENING COFR. COFISDOR Cry. OPPOSITE CIS( OCLN ERSLNC PRCST. PRE-CAST CNTR COUNTER FL. PLATE MOUE.P{AO EXPIRE ONE ca. MIELE PIAS STBiCTA CENTER P.LAM, PLASTIC LAMINATE -sf " TEAR NM,*DATE _ ; t DEF. CQ'ARTwBlT fLYWD. PLYW000 . D.F. CHINKING FOUNTAIN PR PAIR '" t'� f t 1 �T. OETAIL P.T. PRESBUFE TFEATEO � j� � ' DMA. DARTER PTA. PARTITION DIM. DM361ON PW PLYWOOD .rK= f OSP. DISPOSAL a T. QUARRY TILE e •_ •, /Jc at DOWN R RISER RADIUS .:: . y w CR DOOR � R Q FIOOF DRAIN RADILI3 ���.71 I pc MR DRAWER FEF. REFERENCE Codes: •e De DOWN�OUT FAR REFRIOE3�ATOR - a D.S.P. CRY S7AFUProE RGTR POW: C I 1 `.$'cio� iOyyyyN ORp 4�LLEY A# A,!*C.• t roc-;EI�iOMEN - SVIk01N0Ct'f Es OK�MARraINT DATE 8 Q WW0. DRAWING REIFF. FEIFORCED �/�r E EAST RESL REQUIENT T 1 VE"sP•E TP NREVIEW PR YE EA. EACH RE:ei n RESILIENT DEPARTMENT F APPROYPR as rlDTED E J. EJ�Ah6!GN JOINT Fid norm EL ELEVATION R O. RJUt3-I cpeo10 PLANNIN 3 S ZONING �9,�N�-3".�� EEC. ELECTRICAL a SOUTH raL.4 N'URKS �� 9431 B .Y a C. SOLID CUB r0 A MOO SE CONSTRUED 10 BE A PEWIT FOR OR c aE1 ELEVATOR I'N ♦' 1111111111111 APPROVAL OF PLANS ANO SPECIFICATIONS SHAD 111 O P. ENCLOSLFEELECTRICAL O D. soAo Di� ,e PHCNSIC.tx-FVj VALLEY Cr c SAND ORDI.NCES '6 r � E P. ELECTF#OAL PM8 PERANI PDR.OR AN Ai+Y,.DE ANY WA.A71.Of ANY a /� �.D. .SOAP D19'[3'I$ER S .IA. •N I INN,. 1 APPROVAL ANY 00P0 110N Of THE PROVISIONS I. .14 ,v EO. ECUAL SECT. SECTION M.•rwriot.�0.� THE ORO VALLEY ADOPTED CODES ANO ORDINANCES. . 8 �['JIALi�.\�' Q2 E. W. E.00T.WATER COOLER R S} a N 8 C EXPO. EXPOSED SIA SIAAR Sterling U� 0d OP. E SPANSION SPEC. SPECIFICATION Builder: AF.Sterlt Homes Q ^ F A EXTERIOR SO &CLARE 3573 E.Sunrise Suite 209 F.A. FIRE AtAPM t1CBOi1 AZ85718 F.B. RAT BAR S.S. SERVI E s STEELj F.a FLOOR DRAM1 S.9C SERVICE$INc 520,577.3(300 a co� o 0 F.E FD yTMO STA. STATION 35 Oro Valley Requirements F.E FIRE Ei(TINOLIIBFBi STD. STEEL1Af1D N &T STEEL Ovi2-02-32) Architect: A o Architects • F.F• O FFE HOSE FLOOR T STOR STORAGE Jon Anderson F..C. FIFE HOSE CA PET SUORvim BURP@ D FIN FINISH vim rRICAL The setbacks wits fa the houses shall vary So that no two units are$clef ali 4031 E.Bu'ia Primers FL FLOOR TM. TFEAD y Tucson.AZ 85718 z FLASH FLAEHNO T. TOWEL�' The seine elevation and floor plan shall rat be repeated without et I�st a tires lot separation 520.577.7411 / 520.5772281(fax) o FLUOR FUJC T.C. TOP OF Off F.0.c. FACE OF CONCFETE TEL TELER-ChE E J F.O.F. FACE OF FIN19-1 TER. TERRAZZO All roof moulded mechanical equip.shall be screened from view&the color of roofing mtls.will Structural Engineer: CC F.O,S. FACE OF 8TL08 G. T Ado GROOVE blend With fthe IarldsCapB SUpBrStrUCtl)r8 JOS Ct7Tler 1^ ' SI F.O.PCB. FACE OF POST/BEAM T.P. TOP OF PAVBoSIAIT Josh c Elder uff fld. -- CD 1 F.S. FNEPROOF F S. FUl 917E T.P.D. W.C.PAPER DISPENSE? All windows shell utilize pop-aNts to be recessed on all sides.except inter padres. FT. FOOT OR FEET T.V. TELEVISION Tucson,AZ U. �. Fra FOoTINci T.W. TOP of WALL520.293.1488/520293.8177(fax) FIFIR. FTARrNd TYP. TYPICAL Any vents&chimneys must terminate per manufacturer listing&are abject to review by LIFE. ufINIS-EED Planing&Zoning&the Town Building Official, } �' cause U H a LJNI.ESB NOTED OTHERWISE Q f' 4�ALY. ZED �+T• VERTICAL Based on the lot llt analysis Model 3541 may not be bl�ift on loi 49 n,e to setback iseues Structural Engineer: M-3 Enginedeiers G.S GRAB 8 BAR VEST. vESTIlIAE 2420 W Rutirauff Rd °Plan 28420V Foundation G (M W. WITH All outdoor lighting shall comply with the Town of Oro Valley lighting code. The Iieht element Post Tensioned Tucson,AZ Date Aug 02 GM GRACE W.a WATER CLOSET SW not be visible a light Iran tlde.te shall not tresspaes onto adjacent properties 520.293.148E/520293.8177(fax) CB GRACE WD. WOOD Drawn J.Anderson GYP. HOLLOW W CCRE wIO WITFOUT • FO D. HAFANOC IDWE HARDWAIV . WAN,, Mechanical Designer: 7 n weet Sheet • H.M FALLOW METAL WT. WEIGHT n HOW. HORIZONTAL 150�cseo2n,AZ C S 520.629.9676/520.6288689(fax) • b IDr EI sheers If this sheet is 1P x 17'all listed scales are V2 of Se stated size l V Gj `� • U 4 ,s'.;..,En4 t S b t3848+, i DAWEL NV R1 W i,. . 0 KEYNOTES: t,"q1°"$ JT 1 UPPER CABINET from042 JTA 65 2 PLASTIC LAMINATE TOP 0/BASE+36'H. V 8' 28'-r 20,1r • �'-r CPT,4'PATIO EXT. 3' 8 5-9' 7-4' 12'-45' 4 OPT.ZERO CLEARANCE FIREPLACE W/TILE ; --: • 4' 4' r-�9' z • 5 7 3-8' HEARTH/INSTALL PER MANUFACTURERS SPECS. _ • 5 • 9 i, i• 4'3' • 8 8 • 4'7 • • • • • (REFER TO INTERIOR ELEVATIONS) I L_J .}�'-J-1 5 ARCHITECTUR/� LLD OUT.PROVIDE CONC. - T► PAT BUI T /FfFER TO ELEVS FOR o O xox Q ; 1618 PG O O '7_O A TIONAL I TI 1 r wr I r I Su•74`r __� FtAU S(� _ -3G0 ' .� t - - • • •6 DRYER VENT PER RC 2437.5/MAX 25 1 MINUS 5'FOR EVERY 90 DEG.BEND i e ba4 2s� M MINUS 2.5'FOR EVERY 45 DEG BEND 8 a M 7 TOILET AREA 21'CLR IN FRONT x 30'W.SPACE is to bi III 10 CLG 8 CONCRETE FLATWORK PER FOUNDATION SECT Az • r g --Z Q 9 TLB/SHOWER W/SURROUND PER BLUR SPEC&POLe '3 r. r- 1 patio x0•• �� bed 2 10 30'H.COUNTER W/SINK(S)PER BUILDER SPEC. k o 2 e a 4 3' z 1r z t0' 5 a' 3 e' 1(Y CLG • --` 10 CLG 11 SHOWER W/SAFETY GLASS ENCLOSJ SURRC.D S w i PIM _ master __-> M TcxnP . 9 � 0 �CLG - I `� ? 1 &PAN PER BUILDER SPEC. �s ,.f. Prf I I�� L.,x0 .+ +x. P ' 12 V2'GYP.BD.AT ALL WALLS.CEILING &STRUCTLRAL, 0 Cl) ^ �r. •DOOR e-DOOR • MEMBERS OF GARAGE .�. 8 O z71 �• —• 13 50 GAL GAS WATER I-EATER ON PLATFORM o ''}''� b §' ,,�g�5pp x0 gepp��pp xo �"a 14 FIBERGLASS TUB W/SPLASH PER BUILDER SPEC. k y �`� WAD-ODOR i EA0-DOOR • = V - Jlf, k, . I P 15 CHANGE IN FLOORCOVERING MATERIAL . I' 'Y , Li 71 .- tm 16 ARCHED OPENING/SPRINGLINE+T-2'I MIDPOINT+T-8' ry 1 v t' nook b, I I 9 DROP ' • • • 17 POTSI-ELF AT ELEVS 2.3&4 ONLY a N i, b'CLG L. J eoee BP �E*t t�• 18 BREAK IN CEILING 5 7:—. o • • c3 ba•G to _•- 19 +451-i PONYWALL/CAP TO MATCH COUNTERTOP E g, 10'CLG 1 ;� 2468 2888 0 1 Ev 20 ARCED OPENING/SPRINGLINE+8'/MIDPOINT+8'-8' $zn r- -I A / S BISECTING SHEAR SIDE . `' AO PT. CORNER FP at FAMILY WALL =� ,e family o I i R. R. NpTE !�L EXT.WALLS To BE BALLOON FRAMED)TO Irs, " 10'CLG • 3 9' • a t0'• 3.-3. Iv T 8' 3-� �P-T if-4' BOTTOM Ut-M,OF TRUSS OR TOP CF PARAPET(U.O.FU 8 v ` tt,) , "�►' —___,-4,--1 - h Ii "-'� bed 3gg TD. � CEILING-EIGi fTgAFEFpR(FERAF(EFEFENCEONLi^ `14 10'CLG I I ,--'a -_ $ CEILINGS AT FLAT RFAREAS I-(AVE A SUt3HT PITCH�M1��lumosE� 4 FFi �T. IALL XT.WALLS TO BE 2x6 HEM FIR STUD GRADE x+c 4 2-y^- L.L^^ tv s ACE 't den ---I—•12 AT 16 0.C.LIMO.' © <■a+ii , lU i r-'r-; M aP t'. 10 CLG 1!v m ~.I . ■ M -- �,fyi3 I M.E.C. 4ATA `° g■__- � 7,/,.- CLEAR Y '� � , ..;�' k,' — tp O - J, INSULATION. WINDOWS.I oiAL/c m Z V MAKES ~` } ST0.• ` r �• • ♦ EXT.WALLS R-19 AXED U .69 (/ , ;r . • CEILI�_� 0 2488 r (:(:/\ '/P- T; STUCCO S BTEM R-4n SLIDE U- 80 �' I4�^,Fri 4`', 4' ® w i pYyOPT. LI•E. FP ~ M ' FRONT DOOR R-1.75 SKYLIGHTS 11-1.3 VII' 4- -- • .�E im 0 REFER TO DETAIL S-EET FOR TYP.WALL&CLG.SECT, F v-- ` ---.. .•WALL 3 4, 3 e'-4,�' 4. 5'-1tI�' f 8' 3.-8' r -- ". 3 8 4888 BP , • • • —• • } •• I o kitchen C g SHEARWALL SCHEDULE h d �TTi iP KY CLG g N. bed 4 ots • O PANS , 1 ppT DgL t' _ _ R pp oVHr 5 A SBA OVEN GD F V2 GYP.BD. N 5d r r V7 48• 100 ■ pI__ @ __juuI12 2 -V7GYP.BD. Y5drr7 -4 (5118•D. 1 3 Y7 GYP.BD. Y 51 4' 4• V2' 48' 150 ! g T ia inT/Ipw • + :.> 1' i 4 5/8'GYP.BD Y sd 4' 4' v2 48' 175 _ & Z = ` 10'CLG T'LTy 1D'CLG t, 1 _��� i tp 5 3/$APA CDx Y ed 8' >r V7 32' 280 �. 4 \\e Li, I 8 3/8'APA CDX Y Bd 4' 12' V2• 24' 390 �l FxTJ2 1-Ali 1i O Q W D _to V I V l bp .`� -J 8 V7 APAACDx Y 0d 3' 12' 3/4' 24' 600 . p _ __r_.-___1- 1 __ • FAU 2 FAU i O I�. l'' Al Pb3--- S)16 a- ��— +--— EP • ---- 9 V2'APA CDx Y Cd 2' 12' 3/4' 24' 770 $ 2 IP `} CC ...re 6 �ay 4p%.✓ `-/ AIC �--� • -" TlALC � �a`��• m /� • • i FOR LOCATION OF SI-EAR WALLS SEE FLOOR PLAN to 9'4"SSG-'— Ut I - 1..7 r r,';i) 2 SEE TYPICAL WOOD STUD 9FEAR WALL DETAIL 8781 ®r.' Utz i. O ® 2 I 1 I I �_./ 3 ALL PLYWOOD PANEL EDGES 91t41L BE BLOCKED W!7x FRAMING '� �� O r d i n i n� B '� 8'DROP a('+ 4 PROVIDE(2J 2x STUDS OR POST AT ENO OF ALL SHEAR WALLS b 119E MIN �- EP ' 110'CLG ICfp 10'CLG p O (2)AMOMOR BOLTS AT BFEAR WALLS is .J O �r I ( i •i' ——S8 5 SAL WPM.AT ALL 9 T.°&BOTTOM PLATE A BLOCKING/DRYWALL E t U. i01C Y _-_ A/C LL. I I _�_r NAILS OF SAA£SIZE►OF►s Y 9E USED IN LIEU OF COOLER NAILS O ..,: �/ 6 OPT.AT MT.9FfAFNlA1 j9° _� IE 90Ei9•Wl 2 y4'BA3EI11LQ A9 a ..R t _i r] I 3 to I I ��pS r[��, it, i J • e•i-. . 1 11 I O b I 1 1 iv i/7 O A/C 7 AP 3EARWI�I TYPES-A 6 Y 3 NDNMIALM£ B 9WL BE USED AT q-i IVI I S-1p,• I.I 10'- 8 AT CAL sE7ED YP�SWARM/AILS S T BE 37 O,C. tr-2' 1? e' tz-to• SWA A4, Q tt 7 • 6' T 12 Xl I p q' • 5 } to I }8} t. •IX WNED STOP r -H OI D O WN p!` ,H E t LL' -- — O I� w, T qw,v) a can �' {' • MODEL PLANS EXPIRE es A PAI-D4 W/(8)10d's (d2'Mk'Rfi M(XIR€S I RT iIVIO YSAAFROMAPPROVAL `.,,E Ba PA-042 W/(16)0d'S (e'MM4FROMt `� • �' L`} { O '� " CITRANBOM, '- MaCLG r • +— O /� LTT2OB INTO DBL HTT INTO DBL STD.D W/y(18/ /16d's/5/8'AB. zi C5 • e t-. -' m' 2't`�! AC OM ''Q' garage euudl� APA NT • ,_ ® MTT28B INTO DBL.STD. W/(24)16ds/3/4'AB. uj t j t j 4-- $$ S ''`ECLIPSE ,APPROVED aa,T A. -D8A NTO DBL STD.W/(3)7/8'DIA BOLTS/(1)7/8'DIA.AB. 5 bed 5 / fit S'CLG 1tPP�YES SBI�TE y u , �� N Zb, EOM INTO DBL STD.W/(417/8'DIA BOLTS I(D7/BUTA.A.B. o r 0 bonus garage 0 in 8'CLG 8'CLG :` APPROVAL of PLRNS AND SPECIFICATIONS SHALL SQUARE:O. OT D A T A Q NOT OE CONSTRUED TO SE A PERINT FOR OR NOT OF ANY VIOLATION OF THE PROVISIONS OF let R. 2888 Entry �.'/•r $T+III}�, • THE DRO VALLEY ADOPTED CDDDi AND OROaIANCES. �2rd r'1. O Patio 259 3 . +Q s �' L ■ ■ 1? A b• 0 Gorses 708 1" M Z ZN J /� � :— '�— j: � " ROOM FINISH SCHEDULE cc • o — •: 1 / / N Room Floor :38:Wail :Ceallina. Lesend/i`Iotes 2 NV i / \\ s . Y - x s at Ibt latex IlDht W otl Gown m/ / _/ \ +4' • +4• \ / / \\ ab.wares eemlylosSEromel,II�It ..a5, : (L WO •$ v— W aY down texdte m Q +� ../ \ • 8070 SECT.MIL.GAR DR I m g .E _ "c.t89ad Joints.Fcoet net Latex S ` - _ .4'. Ci tamp a b-Plan 2842ov F t gp�ppeAR 1®070 SECTIONAL METAL GARAGE DOOR • t8070 SECTIDNAt METAL( •raFJ< i gym, :',7 DR. Iylt 1999 Anderson Studio Architects,all rl s reserved �� A CoPYrICN •1998 Anderson Studio Architects all rights reserved. • •�kitchen b A Capyr �t .J ® �. nook b Date Aug 01 �• 4 T.2'GAR.EXT. i Living 1 t a • dLninp t a e Drama Anderson utility 11, i 4 b Job 01019 •2 r• $4' 2 ' 3-4' • 7 f • 34 • 4'5' • garage i. / C eee rtaa den to bo.a top(Dw�l n sheet 4 • 10 • 20' •• 3'-r • 10'-17 •try 2-7 6'-8' ••7-2'is 6-2' •T• 20' m.batl } berN.veryl In tabs mvOOL h relrreuda.e T bats 2 r f)30' rT . master a • OPT. BONUS / BED 5 • 65 SCl16E'V4.1-0' FLOOR PLAN bed 2-1 _ ._ of 10 Teets E It this sheet is 11'z 1)'all listed scales are 1/2 of the stated size r 0 KEYNOTES• : of Ns BY 1 STUCCO FINISH(1-COAT SYSTEM)0/T FOAM from 2842 JTA JTA ovo 2 LIGHT PER ELECTRIC PLAN ovo valley 3 OPT.FIREPLACE FLUE/2'ABOVE ROOF 10'AWAY g a122.04 (flats 'TA (FLASH AS REOD� 4 LINE OF CEILING(BEYOND) 5 LINE OF ROOF(BEYOND) TA —— —— —————— _ 6 FASCIA PER DETAIL SFEET L _____________ -- 7 CONCRETE OR CLAY ROOF TILE(VERIFY W/ROOF 1 ___—— — _ _ _ ____ _—- C _ FRAMING PLAN) — — — - ----- -- - I .-1 +D 8 ELIMINATE ILL W/OPT.ARCHITECTURAL og 'Imi t- i +—1--.1,- S ?----1[ 1 �I d n„I 2 .+ . I 1 I II I I I I I ZV � A i 1 I I 1 I I I 1 4 Y S • . . 1 +� � `-� � .R v -- -- I- _-_------- i11 (O LTSMISSEESEEMEEI EISEEIMEMEISEBEEI 0 0 0000 • O id r1 t ■0 �� SCALE:ua•-r o RIGHT `� ' 6 S - aggdllgllIlIllm,hk*m.wm.mmmmsmm.= II•1•mN •Nim=wVlqllIllIllkIIIIbb 1 1(7) CD 1 , 5 al - — g 1:1 L_ I A OftPg.:1 :ill: % 1 T -cv. - .. . .1' 3 db A SCALE:V4'-1-0' REAR cn Z �'� I_' % in‘ L1. CO J � � -----— P W • '' J r' 0. i —1 81 cc ei--- ii .____, 1 ___ Ei ow i LLJ l 1 ` ) - - CS E N o X — —-.�- —-—-— — — �IIODBL REVISIONS EXPIII `_ o o c --T 1`---'TT co — — — — — — WITH APPROVED MODEL PLAN: �l E c9 8 SCALE 1/4'-r o' LEFT 90000 _r_LJ_ w co o RIIIIDIKK'UNF:MI)L'MRTMfNT m 0 I I amorr AOVONCPN MU.-- V Z APF1lOVALi ANY YRIIAIWN OF THE PROYISft)NS OF )Nr.3 VALLEY AI>'JI'r ir,„ S ANJORU,NANCF:S.- al i * fjG W _ _ ______________ J—J : q� LL I }1` �'\ r�❑ r�' �— +0. +0. A F0 vit'' vlen GCJ4Gov II +2. I -- L*2� —— —— t +4, l 'a�F f +> ,�- 1 Date nup of +4' I - 2+4. +4' +4• t Drama Anderson • —- -- Iiv lob 01p19 ci - _ _ f I Sheet s — -- —r '-0'FF.E. ; 3.1.1 �_ —_ SCALE V4-r0' FRONT ELEVATIONa s11BB,B OPT. FIREPLACE If this sheet Is 11'x 17'all listed scales are I/2 of the stated size FEB 0 9 7W — II BUILDING SETBACKS SR ZONING ( 50' FRONT 50' SIDE SILT 6eNcE TEL AND ELEC ONLY STA Od\PROFILE 50' REAR \\__________ i Of NOWA COMM 10 X'��na.�� a®rm ameiuK .ort ..-------A N 31' _ 3^0 0 SEPTIC TANK /:O ® I LEACH FIELD / m cc - v SEPTIC TANK LOCATION 9" �� LOACHCAT NFIELD _r / / m LOCATION A" I�F7ISVEC•INE ANEWm ' L i Er:::j_i] as'wean P." ,t,-It. MEM 1,7„,,,.„.. ._______i__ ____ ,.f ___ «,a ____ COIJCRET TOW AMID " „-- i 1.--- . OP if I ,H,a A SCALE 1"=30' HORIZONTAL IRO Ile,�,,, a SO MU.,a-MO DRIVE -- . SCALE 1"=5 VERTICAL CHM°°"' SECTION rZ v liei�. �' R co CONTOUR INTERVAL = 1' SMOCK A 1. K.TS ` / Y 1 \ I1 Mkt" ' n"°�• f D U LITY ROUTE 9./ n� ` 9 O ,�, KTS - 377 P222Diass. r------------ om r\ pr.. ,w.a vo..r.,r+thy .l,/r.�..GP 1 nA r T3/.•¢.r. 0:111111" . ��4!it FF=2692. a 5I m (r..Mm1>db.M n O A...�¢man► COO m t ...w M C t (NI \I ...toot T a.V*On.MH¢.•...N 1...Ilan,AO a.a¢9"un..r,..,. • V W 2 Owr.M Orli M fae.n.a meVr.M......n fan..MR 0.....!w I CVsf MOM as M a.¢.•¢-•.elan...¢.Ad...e w.a.tl..mp•••••e rw.b 0 CNI r..f Own., O / \ . `' WROU IRON ENCE O / FG=2692.2 1 O UTILITY LEGEND m , 4 tart•®KO FF=2692.87 MIND CLEAR G AND GR :-�...ws .L,.. /PAPA.un..)TWO IOW wa LI CNi .er nr�� >a � T�..r as I /� 1 WIT IN FEN LINT N. HEAVY G LNG N m EXIST PHONE PEDESTAL DI' \ 7 T AL ADD ZONAL CL:•RING OUTSIDE M C\I m EXIST.TRANSFORMER ...........A ~ M. MM. .q..n � J '' • / F O . cm EXIST.CABLE PEDESTAL .K...a,w AM.r.n..K*ant Mom ..r �� � DRtV • • J� - f LNG EMITS=3,::8 SF. M"'9•°""or "a"'"�°"""""" ""'a'0`+" ....10. �� /,// GRADING LIMITS / _ LIJ LID EXIST.WATER METER �$ '� . 20,820 SF DISTUR' D p EXIST. MANHOLE DESCRIPTION-TEMPORARY BARRIER OF GFATEDTILE FABRIC(FILTER CLOTH)USED ( _ .I" TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS L EXIST. GAS HOOKUP WITH DISTURBED SOIL_ WATER "e. EDONOT INSTALL SEDIMENT FENCE ACKOSS BRERMRTFM OR PERMANENT STREAMS,CHANNELS.OR ANY LOCATION WHERE I CONCENTRATED FLOW IS ANTICIPATED. - I_INSTALLATION DETAILS 1.LOCATE THE SILT FENCE AT LEAST 10 FEET FROM THE TOE OF /�t STEEP SLOES AND NEARLY LEVEL THROUGHOUT ITS LENGTH. ((1{ / I 2.DIG A TRENCH APPROXIMATELY 6 INCHES DEEP AND 4 INCHES LV(-111� 7- S 89'38'47" 649.04' \ \.�- ! WIDE,OR A V--TRENCH,IN THE LINE OF THE FENCE. 3.DRAPE POSTS SECURELY AT LEAST TB INCHES INTO THE GROUND ON THE DOWNSLOPE SIDE OF TRENCH. SPACE POSTS A MAXIMUM OF ( I--EXISTING 30.00' EASEMENT STA 2+22 PROFILE 10 FEET APART IF FENCE IS SUPPORTED HY WIRE;6 FEET IF EXTRA STRENGTH FABRIC IS USED WITHOUT SUPPORT WIRE. . - - ADJUST SPACING TO PLACE POSTS AT LOW POINTS ALONG THE FENCEUNE. - NOTES: 4,FASTEN SUPPORT RARE FENCE TO UPSLOPE SIDE OF POSTS. EXTENDING 6 INCHES INTO THE TRENCH. ATTACH CONTINUOUS 1. CUT= 300 CY / FILL = 120 CY LENGTH OF FABRIC TO UPSLOPE SIDE OF FENCE POSTS. AVOID JOINTS.PARTICULARLY AT LOW POINTS IN THE FENCE UNE. WHERE 2. THE BASIS OF ELEVATION: PIMA COUNTY CITY OF TUCSON BENCH MARK A09 LOCATED AT ,� ti JOINTS ARE NECESSARY,FASTEN FABRIC SECURELY TO SUPPORT THE INTERSECTION OF SHANNON AND TANGERINE ROADS. ELEVATION BEING 2735.75 NAVD88 POSTS AND OVERLAP TO THE NEXT POST. W 3. BASIS OF BEARINGS: THE WEST LINE OF THE SW QUARTER OF SECTION 4 2705 ,, 0 Lai 'I 2705 5.PUCE THE FABRIC IN THE TRENCH SO THE BOTTOM FOLDS rj T? C� ACROSS THE BOTTOM OF THE TRENCH. PLACE BACKfLL IN THE T-12-S, R-13-E, G.&S.R.B., SAID BEARING BEING NOO'11'52"ES89'23'35"EcL TRENCH OVER THE FABRIC TO THE GROUNDLINE AND COMPACT WITH A Z MAX HT 17' Q POWER TAMPER. 4. UNIMPROVED DISTURBED AREAS RESULTING FROM Fz- z i--`-" 7 Q MAINTENANCE OPERATIONS ON THIS LOT SHALL BE RESTORED TO THEIR x 4M� 1 0 ,.INSPECT SEDIMENT FENCER PERIODICALLY AND AFTER EACH NATURAL STATE BY UTILIZING DROUGHT-RESISTANT 2700 z 0 co 7,_ 2700 RAINFALL EVENT. VEGETATION AS STATED BY THE TOWN OF ORO VALLEY o �; �' 2.SHOULD FABRIC TEAR.DECOMPOSE,OR WI ANY WAY BECOME ZONING CODE. ALL UTILITY TRENCHES AND/OR LEACH o w INEFFECTVE.REPLACE R IMMEDIATELY. + '' h FIELDS ARE TO BE RESTORED TO THEIR ORIGINAL NATURAL o (IT + 3.REMOVE SEDIMENT DEPOSITS PROMPTLY TO PROVIDE ADEQUATE CONDITIONS. d + + + '- FENCE VOLUME FOR THE NEXT ROW AND REDUCE PRESSURE ON FENCE TARE CARE TO AVOID UNDERMINING FENCE TURIIR,CLEJWIOLIT. 2695 Q 2695 5. EXCESS SOIL GENERATED FROM EARTHWORK OPERATIONS 4,REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT SHELL BE REMOVED FROM THE SITE AND LAWFULLY n I�. � oT DEPOSITS AFTER THE CONTRIBUTING DRAINAGE AREA HAS RUN N DISPOSED OF OR, IF ALLOWED AND APPROVED BY THE TOWN FG=2692.2 PROPERLY STABILIZED.INSPECTED.AND APPROVED. GRADE AND STABIUZE THE DISTURBED AREA AS SHOWN IN THE VEGETATION PUN. ENGINEER, SITE MATERIALS MAY BE PLACED SO AS TO FF=2692.87 BECOME AN INTEGRAL PART OF THE SITE DEVELOPMENT. ALL 2690 _�_ 2690 IN ACCORDANCE WITH THE HILLSIDE DEVELOPMENT REGULATIONS. STA O+72.90 C.L - ' .L. 6. ALL ROOF DRAINAGE WILL BE CONTROLLED BY SPLASH PADS DIVERSION SWALE AND /OR RIVER ROCK. PROPOSED PROFILE YARD HeME 7. CUT AND FILL SLOPE AND SLOPE TREATMENT TO BE IN 2685 EXST PROFILE 2685 COMPLIANCE WITH THE REQUIREMENTS OF THE ACCEPTED GEOTECHNICAL ENGINEERING INVESTIGATION OR THE TOWN OF ORO VALLEY REVEGETATION REQUIREMENTS. SCALE: '"=30'H 8. EXCESS SOIL MATERIALS GENERATED FROM THE EARTHWORK 1`=5'V MIN. FF=92.87 OPERATIONS SHALL NOT BE DISPOSED OF BY PUSHING OR • FG=92.20 PLACING SAID MATERIAL INTO THE AREAS DESIGNATED AS 100 0+00 1+50 3+00 • YEAR FLOOD PLAIN AREAS. • • 9. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING PROPER AND SECTION AROUND HOUSE ADEQUATE DRAINAGE. 10. ELEVATION OF FINISH PAD SHALL BE CERTIFIED BY A REGISTERED SUBJECT PARCEL NTS LAND SURVEYOR PRIOR THE POURING FOUNDATIONS. A COPY OF BU LDING�SAFETY DEPARTMENT PRIORTHE RFICATION MUST BE APPRORTTOBY CALLINGTHE �FOR BUILDING 144,1 15.84 SQ. FT. INSPECTION. 3.31 ACRES DESIGNER 11. PRIOR TO ANY BUILDING FINALS, A FINAL GRADING INSPECTION MUST t BE OBTAINED FROM THE TOWN OF ORO VALLEY, CALL THE ORO JEFF GEREKE VALLEY BUILDING SAFETY DEPARTMENT AT 229-4800 FOR A FINAL MODEL 2842 2200 E. RIVER RD. ATE. 105 GRADING INSPECTION AT LEAST 24 (TWENTY-FOUR) HOURS IN ADVANCE. 12. ACS = .0023 x I x L /PAD AREA (ACRES) A D I U G/SITE L A N (520) 577-7800 ACS = .0023 x 1 x 1179.84 / 0.48 ACS = 5.65% 13. ARIZONA GAME AND FISH DEPARTMANT'S GUIDELINES FOR HANDLING DESERT TOTOISE SPECIMANS SHALL BE FOLLOWED IF THESE ANIMALS ARE ENCOUNTERED TAX CODE #224--11-055E OWNER/DEVELOPER DURING 14.L LANDSCAPING WITHIN THE DRIVEWAY SIGHT VISIBILITY TRIANGLE OF ALL DKT. 11809 PG. 1422 A.F. STERLING HOMES HOMES IS LIMITED TO 30 INCH MAXIMUM HEIGHT FOR ALL SHRUBS AND GROUND- COVER ANF THAT ANY TREES PLANTED WITHIN THE SIGHT VISIBILITY TRIANGLE 3573 E. SUNRISE SHALL MAINTAIN THE ENTIRE CANOPY 6 FEET ABOVE GROUND LEVEL BEING A PORTION OF THE S.E. 1/4 OF THE SW 1/4 TUCSON, AZ. 85718 15. CLEARING AREA = 20,820 SF OF GRADED AREA = 3,888 SF ADDITIONAL CLEAN UP OF SECTION 4, T-12-S, R-13-E, G&SRM. (520) 577-3600 AREA, MAX TOTAL CLEARING = 24,708 SF. PIMA COUNTY, ARIZONA. SHEET 1 OF 1