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HomeMy WebLinkAboutOV101309ORO VALLEY WATER UTILITY INTEROFFICE MEMORANDUM TO: CHARLENE BAKER, WILLIAM VICENS FROM: MARK MOORE, NEW DEVELOPMENT COORDINATOR SUBJECT:REAR YARD SETBACK VARIANCE 10260 N. RANCHO SONORA DR. OV1013-09 DATE: 06/03/2013 CC: DAVID RUIZ, ENGINEERING DEPARTMENT ADMINISTRATOR Oro Valley Water Utility (OVWU) comments. • The home is currently served by a 5/8 meter. • If the addition of the guest house necessitates a larger meter please contact the OVWU at 229-5017. • If the meter size must be upgraded to one inch, the owner is financially responsible for the cost differential of the meter and the installation of a new copper service line to the meter. Er q o�°J R�202, DeveloprAtltit and Infrastructure Services Permitting Division 11000 N La Canada Drive, Oro Valley, Arizona 85737 520-229-4815 520 742-1022 (Fax) "'aNNDEO )31 a VARIANCE APPLICATION MAY 31 2013 APPLICATION FOR (select one): IK Zoning V ariance ❑ Zoning Interpretation ❑ Appeal of Administrative Decision OV Case # (Office Use Only): NOTICE TO APPLICANT — It is the applicant/owner's responsibility to ensure all private rules and regulations of the subdivision are adhered to. Contact your HOA or property management company to determine all applicable requirements. Initials Nature "7re of Request (If necessary �F! please attach a written narrative): -fc t ,;f c� u c- � ��, 'S .411 '�L' �7 . - rn nn OV6 f. "i r- ) -4, /�`'' h —,--. L 4 _. _i tt A. ADDlicant's Information Name: Firm: Address: City: Telephone: _ B. Property Owner's Information Name: t/ Firm: \' 4 v A 1—,: Address: _/ City: State: Zip: Telephone: Fax: Email: C. Subject Property Information Parcel/Tax Code: 0) y - goD F5() Legal Description/Property Address: c, ilk 6 0 Fe //C.7 Existing Zoning: 3 Ca Proposed Zoning: Attachments: Appli ant's Signature Applic nt's Printed Name Date i . I SUPPLEN11111111111111111111"AL QUESTIONS FOR VARIANaPPLICATIONS I Please provide the following information addressing 1 — 5 in the Findings from Section 21.6 I of the Oro Valley Zoning Code Revised (OVZCR). In order to authorize a variance request, the Board will be searching for sufficient evidence in accordance with the findings. Please answer the questions below in a narrative format. ' r 1. Are there special circumstances or conditions applying to the property referred to in the application including its size, shape, topography, location or surroundings which do not apply to other 2. Are there special circumstances that exist that are not self imposed or created by the 3. Is the authorizing of the variance necessary for the preservation and enjoyment of substantial property rights? 4. If granted, will the variance impose such conditions as will assure that the authorizing of the adjustment shall not constitute a grant of special privileges inconsistent with the limitations upon other properties in the vicinity and zone in which such property is located? 5 If granted, will the variance be the minimum necessary to afford relief and will not materially affect the health, safety, and welfare of the neighborhood or surrounding properties. �- A i 11 I nn A/ ,1 J ! / I ! / ♦ i / . / / . e GENERAL GRADING )TES POSITIVE DRAINAGE SHALL BE PROVIDED DURING CON'. 4 AND MAINTAINED THROUGH OUT THE LIFE OF THE PROPOSED STRUCTURE(S). INFILTRATION OF WATER INTO UTIUTY OR FOUNDATION EXCAVATIONS MUST BE PREVENTED DURING CONSTRUCTION. PUNTERS AND OTHER SURFACE FEATURES WHICH COULD RETAIN WATER IN AREAS ADJACENT TO THE BUILDING OR PAVEMENTS SHALL BE SEALED OR ELIMINATED. IN AREAS WHERE SIDEWALKS OR PAVING DO NOT IMMEDIATELY ADJOIN THE STRUCTURES. PROTECTIVE SLOPES SHALL BE PROVIDED WITH A MINIMUM GRADE OF APPROXIMATELY TWO PERCENT FOR AT LEAST TEN FEET FROM PERIMETER WALLS. BACK FILL AGAINST FOOTINGS, EXTERIOR WALLS, AND IN UTILITY AND SPRINKLER LINE TRENCHES SHALL BE WELL COMPACTED AND FREE OF ALL CONSTRUCTION DEBRIS TO REDUCE THE POSSIBILITY OF MOISTURE INFILTRATION. DOWN SPOUTS. ROOF DRAINS, OR SCUPPERS SHALL DISCHARGE ONTO SPLASH BLOCKS W/ RIP RAP EXTENSIONS WHEN THE GROUND SURFACE BENEATH SUCH FEATURES IS NOT PROTECTED BY EXTERIOR SUBS OR PAVING. 3:1 (H:V) OR FLATTER MUST BE REVEGETATED MAXItt},UM STEEPNESS OF PROPOSED SLOPES 2:1 (H:V) OR FLATTER MUST BE RIPRAPPED WITH FILTER FABRIC. THE FINISH GRADE ABBUTING THE BUILDING PHA-L POSITIVE DRAINAGE AWAY FROM BUILDING AT A MINIMUM OF 6 SLOPE WITHIN THE FIRST 10 -0 . SWALES SHALL BE SLOPED TO ENSURE DRAINAGE AWAY FROM BUILDING. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2X AWAY FROM THE BUILDING. SPRINKLER SYSTEMS SHALL NOT BE INSTALLED WITHIN FIFTEEN FEET OF FOUNDATION WALLS. LANDSCAPE IRRIGATION ADJACENT TO THE FOUNDATION SYSTEM SHALL BE MINIMIZED OR ELIMINATED. ALL UTILITY TRENCHES AND LEACH FIELDS TO BE RESTORED/ REVEGITATED. ALL SITE GRADING SHALL COMPLEMENT THE CHARACTER OF THE EXISTING SITE. ALL SITE GRADING TO BE ACCOMPLISHED WITH ROUNDED TRANSITIONS AND BLENDED SMOOTH INTO ADJACENT UNDISTURBED NATURAL AREAS. REWORK GRADES AS REQUIRED TO ENSURE POSITIVE DRAINAGE IF IT DOES NOT CURRENTLY EXIST. 3:1 (H:V) OR FLATTER MUST BE REVEGETATED 2:1 (H:V) OR FLATTER MUST BE pWRAPPED WITH FILTER PAPER 1:1 (H:V) OR FLATTER MUST BE GROUTED RIPRIP OR USE RETAINING WALLS. GENERAL NOTES THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO. BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. OBSERVATION VISITS TO THE SITE SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE ARCHITECT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. CONTRACTOR SHALL VISIT THE BUILDING SITE, INFORM HIMSELF OF CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, STRUCTURES, GROUNDS, AND OBSTACLES WHICH MAY BE ENCOUNTERED CONCERNING WORK TO BE PERFORMED. ACCEPT SITE AS FOUND AT TIME OF PROPOSAL THE CONTRACTOR SHALL PROVIDE ALL ITEMS, ARTICLES MATERIALS OPERATIONS OR METHODS SHOWN OR IMPLIED INCLUDING ALL LABOR, EQUIPMENT AND INCIDENTALS NECESSARY AND REQUIRED FOR THEIR COMPLETION. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE NUMBER OF COMPETANT WORKERS TO COMPLETE THE PROJECT IN A TIMELY AND PROFESSIONAL MANNER. WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF ALL APPLICABLE BUILDING CODES AS WELL AS APPLICABLE RULES AND REGULATIONS AS ADOPTED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF, LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS, AND SUBCONTRACTORS PRIOR TO THE START OF CONSTRUCTION. OPTIONS ARE FOR CONTRACTORS' CONVENIENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE ALL DETAILS. ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS TO BE REMOVED AS CONSTRUCTION WORN PROGRESSES. AT COMPLETION, CLEAN ALL SURFACES AND LEAVE PREMISES READY FOR OCCUPANCY. WHEN THE REWORKING OF EXISTING UTILITIES REWIRES A TEMPORARY HALT IN UTILITIES OPERATION TO TO EXISTING BUILDINGS OR OFFICES, THE CONTRACTOR SHALL NOTIFY THE OWNER SUFFICIENTLY IN ADVANCE SO ARRANGEMENTS CAN BE MADE SATISFACTORY TO THE OWNER AND THE CONTRACTOR. WHERE UTILITY SERVICES ARE DISRUPTED DUE TO BREAKAGE OR DAMAGE DURING CONSTRUCTION. COMMENCE TO MAKE IMMEDIATE REPAIRS AND REMAIN ON THE JOB UNTIL REPAIRS ARE SATISFACTORILY COMPLETED AND SERVICES RESTORED. AN ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF ARIZONA, AND SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. AS BUILT DRAWINGS: IT SHALL BE A CONDITION OF THIS CONTRACT THAT THE CONTRACTOR AND SUBCONTRACTORS MAINTAIN ONE SET OF AS -BUILT PRINTS AT THE JOB SITE. ALL CHANGES IN WORK SHALL BE CAREFULLY AND ACCURATELY LOGGED DAILY. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL PROVIDE A 3-RING BINDER W/ AS -BUILT DRAWINGS, EQUIPMENT CUT SHEETS AND WARRANTIES. IT ALSO SHALL INCLUDE A MAINTENANCE AND INSPECTION SCHEDULE FOR THE OWNER TO ADHERE TO FOR THE LIFE OF THE STRUCTURE. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATION AND ACCEPTABILITY OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY SHALL BE REPORTED TO THE DRAFTSMAN IMMEDIATELY, AND IN WRITING. SHOULD THE CONTRACTOR REQUIRE ADDITIONAL DETAIL DRAWINGS, OR ANY OTHER INFORMATION. HE SHALL CONTACT THE DRAFTSMAN IMMEDIATELY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND COORDINATE WITH THE ARCHITECT, ANY DISCREPANCY OR OMISSIONS INCLUDING, BUT NOT LIMITED TO. DIMENSIONAL LAYOUT ON THESE PLANS PRIOR TO START OF CONSTRUCTION. ALL TRANSACTIONS SHALL BE IN WRITING. NO DEVIATIONS SHALL BE PERMITTED. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE BUILDING MATERIALS FROM THE WEATHER DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO ENSURE ALL FINISHED CONSTRUCTION IS SEALED AND WEATHER TIGHT THROUGHOUT. ORO VA," GENERAL GRADING NOTES 1. UNIMPROVED 1:3110N AREAS RESULTING FROM OPERATIONS ON THIS LOT SHALL BE RESTORED TO THERE iUWRAL STATE BY UTILIZING DROUGHT -RESISTANT VEGETATION AS STATED BY THE TOWN OF ORO VALLEY ZONING CODE. ALL UTILITY TRENCHES AND/OR LEACH FIELDS ARE TO BE RESTORED TO THEIR ORIGINAL NATURAL CONDITIONS. 2. EXCESS SOIL GENERATED FROM EARTHWORK OPERATIONS SHALL BE REMOVED FROM THE SITE AND LAWFULLY DISPOSED OF OR, IF ALLOWED AND APPROVED BY THE TOWN ENGINEER, SITE MATERIAL MAY BE PLACED SO AS TO BECOME AN INTEGRAL PART OF THE SITE DEVELOPMENT, ALL IN ACCORDANCE WITH THE HILLSIDE DEVELOPMENT REGULATIONS. 3. CUT AND FILL SLOPES AND SLOPE TREATMENT TO BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ACCEPTED GEOTECHNICAL ENGINEERING INVESTIGATION OR THE TOWN OF ORO VALLEY REVEGITATIVE REQUIREMENTS. 4. EXCESS SOIL MATERIAL GENERATED FROM THE EARTHWORK OPERATIONS SHALL NOT BE DISPOSED OF BY PUSHING OR PLACING SAID MATERIAL INTO THE AREAS DESIGNATED AS 1DO YEAR FlAODPLAIN AREAS. 5, THE CONTRACTOR IS RESPONSIBLE FOR ASSURING PROPER AND ADEQUATE DRAINAGE. 6. PRIOR TO ANY BUILDING FINALS, A FINAL GRADING INSPECTION MUST BE OBTAINED FROM THE TOWN OF ORO VALLEY. CALL THE ORO VALLEY BUILDING SAFTEY DEPARTMENT AT 229-4800 FOR A FINAL GRADING INSPECTION AT LEAST 24 HOURS IN ADVANCE. NEW COVERED BREEZEWAY CONNECTION FROM EXISTING RESIDENCE TO NEW GUEST HOUSE THIS PROJECT INDEX OF DRAWINGS GI COVER SHEET SITE PLAN GHI FLOOR PLAN 8 SECTIONS GH2 BUILDING ELEVATION5 NEW GUEST HOUSE THIS PROJECT FFE= 2550.67' MAX. HT = 17'-10" SYMBOL LEGEND - _ EXI5TING CONTOUR MODIFIED CONTOUR T.O.W. TOP OF WALL T.O.R TOP OF ROOF T.O.RA. TOP OF RETAINING WALL ,100' SPOT ELEVATION 1 �y-- T-s- ELEVATION MARK OF F.F.E. SEWER LINE -w- WATER LINE -s- GA5 LINE -usF UNDERGROUND ELECTRIC LINE AM WATER METER T.OYL TOP OF WALL V.I.F. VERIFY IN FIELD L 2558 1 2556 N �° J=" �� lo' o' a 2555 1N A� LJ C4 i ' - �r�— _ _ 2554 a co SL 552 1i> 1fi 2• v.. - --2544 _ _" RETAI AT NOI sB a X FEE Ld NOTE EXIST' F' ''•` EXISTING s �, r-A„, C,V 254232' 542 PV TABq" N I A `,5�' t�' 7'��1 � d V7col Y� G/ J: " I i 5TIN6 77�(R�pp NSFORFIER EX151 ///''' /y J I TO D 254 I } 49 p v pgg1 .2 : T 1-1 2.0 4995 e.,.. PARO9VLIOD�6�E FIP�-RAP I K CILc v.,\ L 4 TAN. TAYI A - a }EROSION COIN OL EXISTING IDRP�6'l4Y 461 r . AY7 Z R10HT YARD — l� %: Kx F✓ r 480 s9 s (� 2 7 "06' g„ E 292.79'��,, N' N Z __ N N / � � N 2IT�OE-N N FOR—2540\ TD T25546�.0 25480 T25WD JIDvEew:vRP �Ce.Kiv NEW SITE RETAINING AND NON RETAINING SITE WALLS THIS PROJECT. (AT PERIMETER OF DRIVEWAY AT ADJACENT TO EXISTING RESIDENCE AS SHOWN 5EE ENGINEERED RETAINING WALL 51-HECULE FOR ADDITIONAL INFO. NORTH SITE PLAN SCALE:"=20'-O" CONTOUR INTERVAL = 2' LAMBERT LANERANCHO µWI j > 50NORA m DRIVE Q Q < n J W 2 Z4j 0 Q U I U Q .IECT Q J J SECTION 15 TOWNSHIP 125 RANGE OE ORO VALLEY, ARIZONA LOCATION MAP NORTH SCALE: 5'* MILE GENERAL INFORMATION PRO.�GT OWNER: JOB # TERRY BRASHEAR PROPERTY ADDRESS: 12-16 10260 N. RANCHO 50NORA DRIVE - TUCSON, AZ 55"13"7 O LEGAL DESCRIPTION: T" RANCHO FELIEZ LOT 41% _ m PARCEL # 224-400550 L( LOT AREA: 43,563 S.F. 0 OZ NIN5: RI-56 (ORO VALLEY w C �7ZONINGS) ry� 5p�ry��) MAX. BLD6 HEIGHT: I1-10" MAX HT. AT 6UUE5T HOUSE!AD00N GODS EDITION: !B'-O" MAX HT. PERMITTED PER O.V. ZONING CODE - cn 2012 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) YjALL WALL 1 v > SETBACKS 3p FRONT.. OK IS' 51DE YARDS ... OK Q w 0' REAR YARD SETBACK REQUIRED. -4" REAR YARD SETBACK PROPOSED. ' 1W' Hw�yy A{ EQUE5TIN6 VARIANCE FOR REAR YARD SETBACK 1coO Q O BE RMICTED BY 4'-8" oa j U Wco ri Z)Q BENCHMARK & BASIS OF ELEVATION: o <- BASIS OF ELEVATION: O MANHOLE RIM xxxx LOCATED SOUTH OF THIS PROJECT IN CENTER OF RANCHO SONORA DRIVE. 'X' IN RIM ELEVATIDN=2519.8 O BASIS OF BEARINGS: TAG SET AT INTERSECTION OF NW CORNER OF PROPERTY PER OWNER PROVIDED SURVEY. ALL CORNERS OF PROPERTY HAVE BEEN RECENTLY STAKED BY SURVEYOR FOR THIS PROJECT. 1 1 (� W ATI O 'Z) SILT FENCE INSTALLATION DETAILS �� W 1. LOCATE THE SILT FENCE AT LEAST 10' FROM THE TOE OF STEEP SLOPES AND NEARLY LEVEL THROUGHOUT ITS LENGTH. L 1 2. DIG A TRENCH APPROXIMATELY 6" DEEP AND 4' WIDE. �LI = Z a ^ V J PROVIDE INTERMEDIATE SUPPORTS AND WIRE TIE SILT FENCE AS REQUIRED TO MAINTAIN SECURE POSTION. BACKFILL AND COMPACT AT GROUND LINE TO MINIMIZE EROSION. AND TO DIRECT WATR SURFACE RUNOFF FLOWS THRU SILT FENCE FENCE IS SECURE v, O DURING CONSTRUCTION. PERMICALLY INSPECT AND ENSURE THAT SILT AND FUNCTIONING PROPERLY THROUGHOUT CONSTRUCTION. N 00 O SHEET #: c1 OF: 3 TO. BE* PI III 111 m r STIIIdGiUilL uio. " OUILUINU SECTION D-D SCALE, 5/16" - 1'-0" O EACH WATER CLOSET SHALL HAVE A CLEAR SPACE OF NOT LE55 THAN 50' WIDE AND A CLEAR SPACE IN FRONT OF NOT LESS THAN 21". © RAIN TYPE SHOYER HEAD MOUNTED IN CEIUM6. NOTE, SHOWER ENCLOSURES SHALL BE FINISHED WITH A NON —ABSORBENT SURFACE (CERAMIC TILE OR EOUAQ TO A HE16HT OF 6'-0' MIN. ABOVE THE FLOOR. REFER TO INCLUSIVE HOME DESIGN ORDINIAWM © HANDICAP ACCESSIBLE LAVATORY/ KIT SINK WITH CLEAR SPACE OPEN BELOW COUNTER SEE INCLUSIVE HOME DE516N ORDIANCE FOR GROSS SECTION AND ADDTIONAL INFO. O NOT USED ® AIR HANDLIN6 LINT ABOVE OUTDOOR ENTRYU. SEE CROSS TION D—D AND N,115CHANIGAL PLAN FOR ADDITIONAL INFORMATION. © 6A5 FIRED INSTANTANEOUS WATER HEATER IN CLOSET. SEE PLUMBING PLAN FOR INTAKE AND COMBUSTION AIR FLAX THRV WALL AND FOR ADDITIONAL INFORMATION. PROVIDE ACCESS PANEL/ SEPERATION WALL IN CLOSET TO KELP WATER HEATER ISOLATED FROM STORAGE CLOSET. X © 3'-0' HIGH MIN. PRE FABRICTED STEEL 6UARDRAIL. 50 X DETAIL • II/102 FOR ADDITIONAL INFORMATION. COMPLETE INSTALLTION PER IR.C. SECTION R316. 6VAIRDRAIL NOT REQUIRED KIM ADJACENlET FACES ARE LESS THAN 29' DROP TO BACKYARD. JFitAK WALL NU 1 tJ: SEE STRUCTVRAL DRAMUN65 FOR SHEAR WALL LOCATIONS 4 r 'i t tLPPL�TY AIR INEHiRY DOOR � aAINWM m F��AMM�IGAL Ak LOFT FLOOR PLAN 'A I J, SCALE, 3/1b" I.J / 1/-1 V I I I—/-1 I A /-7 L/ L./ I I I V/ Y ' IILL— I V I 10260 N. RANCHO 50NORA DRIVE- ORO VALLEY, AZ 85757 ALL C067RXTICN PER 2006 INTERNATIONAL RESIDENTIAL CODE n.RLJ WTH TOM OF ORO VALLEY A EISHENTS. ALL 0MTFNGTICN SHALL BE YEATFERTI60T TROL&M. ALL C4MTRUGTION SYSTEM AND PREFABRICATED Mr. ,HALL BE INSTALLED PER ICW REPORTS. MAtFACTLRERS SPEUMATIOW NO PBR THE IRE. VERIFY ALL RE[iAR@ENT3 PRIOR TO TIE START CP GO GTRLCTIOH FOUNDATION, CONCRETE FOOTIN66 ON 6FADE SEE FOUNDATION PLAN M511W SOIL WTI A MNKM SOLL. BEWN6 PRE£iLRE OF MOO PSF. ALL FOUNDATIONS SHALL BEAR MNMAI t2 MGIE5 MIN INTO NATURAL 6RADE TYPICAL CONCRETE SLAB PER POUOATION PLAN 5ff FOMATION PLAN FOR FOOFIW SIZES AND REI FORLIN6 TERMITE PROTECTION VM 5 YEAR HK GUARANTEE CONTRACTOR SHALL PROVIDE ALTERNATE BID POR'IFPA%E TERHIM BLOG23i5' AT ALL PENETRATIONS THN SLAB. OV#Vt TO DETERMINE W:TFEt OR NOT TO W .= 'RiASSE TERNOTE 51.000W AS PART OF THE TERMITE PROTECTION SYSTEM IRMAL ENCOMERED V=Nd E�VATTION OAR WNST TIONL � 3k E TFO THE DRAFTSMAN AND OINX AH EDIATELY R N WRRIN6 PRIOR TO GONFIN.MTION OF 00N6TIWTIOH SEE FaWATION PLAN FOR NOTES. KEYED PETALS AND ADDMNAL INFO !71 UY§t5 fili%iDE U` BULL.DINb PAP@i (YEAT16iPR00F BARRIHy OVHt 6' CM7 IR MUN6 BOND WAL IBLLCK SELECTION PER OYVE<RI VE RT. REIFFORCM PER STRZMA& DETALL.V STLICTWA. NOTES BOND MAN LXT06 PER 5TIMMRAL PETALS REFEIZ To MAL WN�rTIRCIL .�DET�AU.S 8, T10INTERSECN♦, CORNERS NO SEE FRANN5 PLAN FOR NOTES, KEYED PETALS. AND ADDITIONAL WORMATION ALL. C06TRUCTION SHOULD 5E MATHER T16HT TFROU6HOJf. 1/2' 6AB. fl MWK MR. 6YI9. AT WET LOCATIONS TYPICAL METAL ROOF SYSTEM STANOIW 5EAH T£TAL ROOF 5Y5TEM OVER LOW SLOPE ROOFS SEE PLANS FOR PITCH UNPULAYHENT PER?- F OVER CLASS A TYPE 4 ROOF 5YSTE3L 2 LAYERS OF IHM FIBERGLASS TYPE IV FNSNNG FELT HOT FLOPPED TO PARAPETS AND OHINNEYS AND SEALED MTN A THREE COURSE FLA5WW SYSTEK ALL PLAWN6 TO BE 26 6ALGE 6ALVANZED FETAL OR BETTER. OVER WOOD TRISSES PLR FRM06 PLANS ALL C06TFJ11CTION 5HA L M VEATER T16K TFRah5HW. PROVIDE MOISTLRE RESISTANT SHEET ROCK AT ALL YET LOCATIONS MAIN LEVEL FFE EAST ELEVATION SCALE: 5/16" - 11-0" IN NINE E W li InIFF.1,11. SOUTH ELEVATION SCALE, 5/16" = V-0' pTpY�P�IIC�ALLIJI�B�REEE�Z+pE�WgAY SYSTEM 1/Y ROOF 51ffATNN6 OVEFtY5TEM 0"" 2 X 6 T46 DECK OVER WOOD .OIST5 PER FRAMIN6 PLAN OVER YIOOD BEAD SPANNING HASCfRY PEIRS VERT. REI FORLIN6 PER STRUCTWAL DETALSN STRUOTU:AL NOTE BOW BEAM ELECTIONS PER STRX.TWAL DETAILS SEE FRAMING PLAN FOR NOTES, KEYED DETAILS, NO ADOITIO AI WORMTION ALTERNATE BREEZHNAY ROOF SYSTEM 2 X 6 DECK OR TREX BOARD ALTERNATE MTN V6' W BWFYEEH BOARDS OVER WOOD .101515 PER PRAMM6 PLAN OVER WOOD ISE SPANIW MA501RY PEARS TYPIC L INTERIOR WALL CONSTRUCTION: (Vmrr METAL 5TA BEAWNS FRAIIN6 WTII ISM 294 TOP PLATE 2X4 TOP PLATE (VNO 29415016' OL. (2 X 65 ALT) 2X45. 24" OL. 2X6 TREATED BOTTOM RATE 2X4 TREAT® BOTTOM PLATE V2' 6A& EACH SIDE VY 6RB. EACH SIDE USE 2Xb5 AT PUMM WALLS USE MOST.RE RESISTANT SHEEFROCY AT ALL LOCATIONS ALL DRYKALL COMM SHALL BE RLUOFD. VERIFY ALL FINISHES WTI OVH R PRIOR TO START OF CON6TRUCTIOM WEST ELEVATION SCALE. 5/16" = 1'-0" NORTH ELEVATION SOALE, 5/16" • V-O' WINDOWS AND DOORS NOTES: AW012D BRONZE ALUMIMIM FRAE OR VINYL ALT, DUAL PANE 6LA65 WN XIOG PER OMM SOFLTION SEE LLVALLE ISELom PROVIDE SAFTEY GLASS AS MORE17 PER 2000 WTMENATIOWL RESIDENTIAL CODE Pot SSG- TON R506 (TYPICAL TFRLLw=) FRA•E COLOR TO BE SELWTED BY EWER PROVIDE VINTL WEATHER STRIPPING AMW ALL ALINE YUNDOWS. CALM, FLASK AO TRIM FOR YEATEt TIGHT CONOITIOM TFROL16NXT. SOLID CORE (SC) DOORS PER OMEt SELECTION SEE LLVALEE BELOYL THE MAN.FAGTURED WEDOY6 SHALL HAVE A LAVEL ATTACHED OM) IS O3tTIFED BY TIE NATIONAL. FENESTRATION RATING C.OLWL QFRC) NO 5HOKN6 COHPLIANCE"THE EIERSY OA.CU.ATIONS. TB41ERM GLASS SHALL BE Ii6MY8NTLY IDENTIFIED AND VI5®L.E WEN THE LNT 15 6LAZW CONTRACTOR SHALL VEUFY ALL WICOYV DOOR OPENIN56 PRIOR TO ORDB¢INSIFA BRICATION ciso j�ERMAL PERFORMANCE W-FACTOR + R-VALUE) FFOaItL EIU INS ENVET.OPE GiIT3t1A CONPONEMT PROVIDm LnugOR YIAL1 R-10 WNTIND S 2' EXPANDED POLYSTME OVER MASONRY) W (C*MNOUS Y EXPAOED POLYSTRENE OVER MASON W) ROOF, R35 CPERAaz U. 053 MAX 5146G. 02T MAX FUEA LN 035 MAX SHSC. 027 MAX DOORS OPAISE 5C OR, U. 0.40 MAX FRBNOI DRY U. 055 MAK %WC- 021 MAX FINISH MATERIALS VERIFY ALL KDORIW . WN.L. SMACE AND GEILJW SERFAGE MATERIAL 51[!=Tl" WITH OY4ER PRIOR TO COWTRUOTION. deSertDRAFT /NG DRAFTEE BY, 500TT SMART - JOB 0II-04 160E 5. T Wa"15E V15TA 5675E TVCaOHR AZ. DSTIO (S. PHONE • 24 ®® SHEET «: BRASHEAR ADDITION + REMODEL G H 2 10260 N. RANCHO 50NORA DRIVE- ORO VALLEY, AZ 55137 CF: 28 10260 N. Rancho Sonora Drive Zoning Variance OV1013-09 Engineering Comments, 1st Submittal Marvin Miller June 12, 2013 The Town of Oro Valley Permitting Division has no Engineering comments regarding the proposed zoning variance. The rear yard setback has been reviewed to verify that its reduction will not create a drainage issue. Verification of engineering code requirements for items such as the conveyance of drainage along the addition will take place during review of the Building/Grading Plan submittal for permit. If you have any questions, please call Marvin Miller at (520) 229-4823. Eng-var-01-201306120612 AFFIDAVIT OF PUBLICATION STATE OF ARIZONA ) ss. COUNTY OF PIMA ) Florence Hijazi, being first duly sworn, deposes and says that (s)he is the Publication Advisor of THE DAILY TERRITORIAL, a daily newspaper printed and published in the County of Pima, State of Arizona, and of general circulation in the City of Tucson, County of Pima, State of Arizona and elsewhere, and the hereto attached: NOTICE OF HEARING -TOWN OF ORO VALLEY North Rancho Sonora Drive Case Number OV1013-09 June 25, 2013 was printed and published correctly in the regular and entire issue of said THE DAILY TERRITORIAL for 1 issue(s); that was first made on the 7`h day of June, 2013, and the last publication thereof was made on the 71h day of June, 2013; that said publication was made on each of the following dates, to -wit: 6/7/13 At the Request of: Town of Oro Valley by , Publication Advisor, subscribed and sworn to before me thiY 19th day of June, 2013. 44" Notary Public in and for the County of Pima, State of Arizona My commission expires: _04/14/2017. O.MaAL SEAL ROBIN L. TAHERI MOWV PUBLC - STATE OF ARZONA PdNA COUNTY My Comm. E res A rd 14, 2017 24 MAY 1, 2013 www.azbiz.com NOTICE OF PUBLIC HEARING Oro Valley BoeN of Adjustment The Board or Adjustment wit hold a public hearing on Tuesday, June 25, 2013, 3:00 p.m. Oro Valley Town Hell, 11000 N. La Called. Dr, Oro Valley, Arizons Request for a Varlanca for the Weiss resldenee at 1044 West Lane Mesquite Drive for a front yard setback reduction from 20' 10 10' for a swimming pool, case number OVf013-Os. The hearing will be In the Town Council Chambers. The public is encouraged to attend and will be Irnlled to speak Site plans arc available for review during normal business hours at the Oro Valley Town Hall, Development and Infrastructure Services Department. An agenda for this meeting will be made available at least 24 boors prior to meeting lime and on be viewed at ^G m ornvalleva+nw For questions and additional Informa0un, please contact Patty Hayes, Zoning Plans Examiner, of (520) 229-4819 Or phayes®orovelleyaz.pov. PUBLISH: The Daffy Territorial June 7, 2013 NOTICE OF PUBLIC HEARING One Valley Board of Adjustment The Board of Adjustment wit hold a public hearing on Tuesday, June 25, 2013, 3:00 p.m. Oro Valley Town Hall, 11000 N. La CeAada Dr. Oro Valley, Artzona Request for a Varlenee for the Breahear nsldence at 10260 North Rancho Sonora Drive for a height and setback variance es elated to a guest house, case number OV1013-09. The hearing w01 be In the Town Council Chambers. The public Is encouraged to attend and will be Invited to speak. Sit, plans are available for review during normal business hours al the Oro Valley Town Hall, Development and Infrastructure Services Department. An agenda for this meeting will be made available at least 24 hours prior to meeting time and on be viewed at www.oroyalleyaz. a L For questions and additional Information, please contact Hillary Turby, Senior Planner, at (520) 229-4847 or hNrby®orovaiieyaT.gov. PUBLISH: The Daly Territorial June 7, 2013 NOTICE OF PUBLIC HEARING Oro Valley Board of Adjustment The Board of Adjustment will hold a public hearing on Tuesday, June 25, 2013, 3:00 p.m. Oro Valley Town Hall, 11000 N. La Canada Dr. Oro Valley, Arizona Request for a Variance for the Brashear residence at 10260 North Rancho Sonora Drive for a height and setback variance as related to a guest house, case number OV1013- 09. The hearing will be in the Town Council Chambers. The public is encouraged to attend and will be invited to speak. Site plans are available for review during normal business hours at the Oro Valley Town Hall, Development and Infrastructure Services Department. An agenda for this meeting will be made available at least 24 hours prior to meeting time and can be viewed at www.orovalleyaz.gov.- For questions and additional information, please contact Hillary Turby, Senior Planner, at (520) 229-4847 or hturby@orovalleyaz.gov. DATE: 06/07/2013 TIME: 10:00 AM BY: rmf SAPERMPLMDOMOV1 01 3-09\Noticing\B of A Notice 6-25-13.doc N W E s V V 1 V%J-VJ, 1 QllrGl IVV. LL`t-`tV-VV%JV, IVVIIIrV P%I VC3. JVV