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HomeMy WebLinkAboutOV130303 12/1 f/2002 11:d1 521:1 f a'Jl V112 rMlat nti nj :Tp,4.LEY ARC vi -4 A ` p1�aa Planning &Zoning Division 11 000 N. La Canada Drive, Oro Valley AZ 85737 Phone: (520)2294800 Fax: (520)742-1022 www.townoforovalley.com APPLICATION FOR DEVELOPMENT REVIEW PROJECT ARCHITECTURE DATE: l - l-1 - o• OV CASE NO.: (office use only) PROJECT NAME: \/I S dsc) C t,•rt SUBDIVISION E� z� l A j W►A';' LOT# I Thad 56 LOCATION I ADDRESS: 40 i2-ri�"`14 T Co 174.1 ft or I PACEttis t'J ' e +6 -. 4 1 1 12+(X.4o J� ZONING 1-3 D PARCEL NUMBER: 21ct-Bt- httetto,00Sq OT SIZE bi' ' ,- Ali, MODEL NAMES OR NUMBERS "� O CD APPLICANT: At- sroluoci 4o fees ADDRESS: E. r ;a s 7-69 PHONENO.: ' O() FAXNO.: 517`1) PROPERTY OWNER: SC..c - t ,iA- 1,4 , -t\yriJ ADDRESS; ? f E , r„s .vs k: PHONE NO.: ` N - . 6200 FAX NO: 617 w +� DEVELOPMENT REVIEW BOARD HEARING DATE: SIGNATURE: - DATE: I 7/03 a Submittal Requirements $150.00 Fee :One copy of 24x36 elevations and floor plan 1/4 or 118 scale :One copy of 24x36 site plan 40 scale (Custom Lots Only) JAN 1 7 2003 :Typical lot lay out for subdivision K. t.)� 0..,r_xt :Models-Lot fit analysis for subdivisions -� :n1r �T -- �f .• �,-, :; Fifteen copies of the following: Dimensioned Elevations of all four sides of all buildings(11"x 17"format) 0/6- Commercial projects require color drawings or photographs of elevations(81/2"x 11"format) List square footage of buildings Site Plan(11"x 17"format)-FLU', - ,� Color chips of body,trim and roof tiles(8'/P"by 11"format) I(L ��n Applications will not be accepted without all required materials. SUBMITTALS MUST BE RECEIVED BY THE PLANNING DEPARTMENT AT LEAST 18 CALENDAR DAYS IN ADVANCE OF THE DESIRED DEVELOPMENT REVIEW BOARD HEARING DATE. F:lAdmin PZIFORMS1Shannon Project Subdivision Development HandoutlDRBPROJARCHAPP.doc AF Sterling Home Builders LTD. Project: Vistoso Gateway Municipality: Oro Valley Subject: Lot Fit Analysis for Development Review Board X=Lot accepts house with no set back issues "'=Potential setback issue Lot Number:. 1 2 3 4 5 6 7. 8 9101_1 12 13 14 15 16. 171_81920 21 222.3 24 25 26 21 28 29 30 31 32 33 34 15 38 3_738 39 40 41 4_243M45 46 47 42 49 50 Plan: 2300 X X X X X XXX X X X X X X X XXX X X X X X X X X X XXX X X X X X XX XXX XXX X X XXX X X PEA aO r, 5 8l 5 E os _''' '.. ' ...c. --,---,- - (95 .-39 ' ._ H � � 06,c. . . .0,,r . -1 I / re)„,To 664 -,.; I I 7 20 .� t4 -4.:;-; ° \\SIDEViA4.14 z iN„i,,, ,,,, , , I / 32wA \ .3"s Ts tics \ , ''') \ ' -.------------.. Oil I '\\\ gq 5 6 . \ // / I / \ CNC° —71 La-As 23c0 \\.- - 1 i / i .i 1 ' 1 4)---** J i J i li I' ill- / -,, '-'`‘, CTA"'" II i`., --'',. --i. _ i: ' I L_. ,,-/--„ " .--.'` - _,_.-,,_ ,,------,,,, /7 I \ -,....,..,,,, I - �a - 0V1TO53 , (Pi Tc/PCAL ?LOT VLANI AF s 1�1,:u-t IiC �.3lcLlfL-5 r c7 :::-‘'',ALE Cr 2.5t -R, w ;. 17 1 , ORO VALLEY PLANNING& ZONING DEPARTMENT DEVELOPMENT REVIEW BOARD MEETING DATE: February 11, 2003 TO: DEVELOPMENT REVIEW BOARD FROM: David Ronquillo,Planner I SUBJECT: OV13-03-03, AF STERLING HOME BUILDERS LTD, REPRESENTING SCOTIA JOINT VENTURE, REQUESTS ARCHITECTURAL APPROVAL FOR MODEL 2300 TO BE BUILT WITHIN THE VISTOSO GATEWAY SUBDIVISION; LOCATED ON THE NORTHWEST CORNER OF TANGERINE ROAD AND REFLECTION RIDGE DRIVE BACKGROUND: The Vistoso Gateway subdivision consists of 53.48 acres with a total of 50 lots. The zoning is R1-36, one residence per 36,000 square feet. The minimum lot size for lots 1-4, 6, 7, 10, 11, 15-19 & 30-50 is 36,000 sf. The minimum lots size for lots 5, 8, 9, 12-14&20-29 is 28, 800 sf. and the average lot size is 36,926 sf. Last month the Development Review Board conditionally approved AF Sterling Models 2787, 2842 and 3541 for the Vistoso Gateway subdivision. SUMMARY: The model home presented may be described as Southwestern Contemporary/Santa Fe style architecture. The elevations provided integrate various architectural styles and elements. Some of these elements include; pitched and/or flat roof design, variation of windows, and decorative pop-outs and accents. This model is similar in style to the previously approved models and the existing homes in the surrounding area. Model 2300 • 3,200 total sf. (livable, storage,porches &garage) • 2-car garage w/optional third-car garage (213 sf.) • Three elevations • Height(15'-4"/17'-10") The model is single story and will be built throughout the subdivision. The exterior colors, trim colors and roof tiles are compatible with the surrounding area(see attached samples). Design Guidelines The following Design Guidelines are applicable; F:\OV\OV13\2003\13-03-03\DRBrpt2.doc • OVZCR Section 16-103E.1.c.— "A variety of garage placements is encouraged" When the preliminary plat was approved, the following condition was specified, "The setbacks for the houses shall vary so that no two units are equally aligned." A variety of garage placements will be achieved. A condition has been added to Exhibit A. • OVZCR Section 16-103 E.3.b.4.— "Garages for three cars should have the third portion offset from the other two. " The optional third-car bay is offset from the rest of the garage. • OVZCR Section 16-103E.3.b.— "De-emphasize garages on street frontages". 1. The garage should consist of not more than 50%of the total building frontage. The model meets this requirement. 2. Garages may project no more than five (5)feet in front of a house (unless side entry) and must have an entry feature or porch to moderate the visual impact of the garage. The model meets this requirement. In sum, Model 2300 meets the intent of the OVZCR Design Guidelines and the conditions of rezoning. Tangerine Road Corridor Overlay District(TRCOD) The Vistoso Gateway subdivision is located within the TRCOD; therefore, all architectural submittals to the Development Review Board shall comply with OVZCR Section 10-006. Architectural Design: Buildings constructed in the Tangerine Road Corridor should be low and of colors, materials and textures, which blend with natural desert vegetation. The architectural style of this model home blends in with the natural desert vegetation and are low and clustered. Building Materials:Building materials that respond to community desires for southwestern and ranch-type design themes...should predominate the Tangerine Road Corridor. This model will provide a masonry stucco finish with a southwestern design theme. Building Colors: Building colors should relate to one another and the natural environment on the basis of pigment, color value and/or intensity. In the Tangerine Corridor, earth tones and pastels are encouraged. The proposed body color, trim color&roof tile comply with the standards set forth in the TRCOD. Setbacks/Maximum Building Height The following are the standard setbacks for this subdivision; Front 30', Side 15' and Rear 40' with a maximum building height of 18'. The model home meets the maximum building height and will fit on all the lots. Grading/Conservation Easement There are grading limits for this subdivision. Lots 1-31 have a maximum grading limit of 18,000 square feet and lots 32- 50 have a maximum grading limit of 12,000 square feet. The plat also designates a conservation easement within various lots along the west side of the subdivision,which further limits the buildable area of the lots. F•\CIV\OV1 i\'J(1(1l\11_111_f1\FIRRrnt',inr 2 GENERAL PLAN COMPLIANCE: The proposed model complies with the General Plan Community Design Elements. In particular, Policy 9.1F, which states: "All sides of buildings may impact their surroundings and should be coherently designed and treated". This model provides adequate architectural treatments on all four sides. PUBLIC PRESENTATION: Pursuant to Resolution (R) 98-31, "all presentations before Boards, Commissions and Council of rezonings, subdivision plats, development plans, and planned area developments must be formatted to be shown on the Town's projection system or overhead system. The Planning and Zoning Administrator; however, may exempt certain projects." A presentation must be designed to insure that the audience, staff, and voting body can view the graphics. Examples of acceptable computer formats are Power Point, Arc View, a videotape presentation, presentation boards and/or overhead transparences. The applicant is responsible for the development,presentation, and coordination of all presentation materials. If an applicant does not conform to the aforementioned resolution, the item may be continued due to non-compliance. RECOMMENDATION: Staff recommends Architectural approval for AF Sterling Model Home 2300, subject to the conditions listed in Exhibit"A" SUGGESTED MOTION: I move to approve OV13-03-03, Architecture for AF Sterling Model Home 2300, subject to the conditions listed in Exhibit"A". Attachments: 1. Exhibit"A" 2. Subdivision Plat 3. Elevations/Floor Plans 4. Color Palette cc: AF Sterling Homes 3573 E. Sunrise, Suite 209 Tucson, AZ 85718 Fax: 577-6304 L'. V T\r J1 Z\wing\1 2_n1_rmT1TJR,-..f7 EXHIBIT "A" AF STERLING MODEL 2300 OV13-03-03 1. The setbacks for the houses shall vary so that no two units are equally aligned. 2. The same elevation and floor plan shall not be repeated without at least a three lot separation. 3. All roof mounted mechanical equipment shall be screened from view and the color of roofing materials will blend in with the landscape. 4. All windows shall utilize pop-outs or be recessed on all sides, except under porches. 5. Any vents and chimneys must terminate per manufacturer listing and are subject to review by Planning and Zoning and the Town Building Official. R•\(IV\(1V1 2\1(1(11\11_(11Z11\TIP Prr,t'7 rinr 4 i ill a? DA ASSURANCE GENERAL NOTES DEDICATION I �ASSURANCE IN THE FORM OF A THIRD PARTY TRUST AGREEMENT, TRUST No. 12,187, 1. THE GROSS AREA OF THIS SUBDIVISION IS 53.48 ACRES. t.NE •,I ,�=:i AMERICAN TITLE AGENCY OF PIMA COUNTY, AS RECORDED IN BOOK _PACE WE, THE UNDERSIGNED, HEREBY WARRANT THAT WE ARE ALL AND THE ONLY PARTIES HAVING ANY \� �. RECORD TITLE INTEREST IN THE LAND SHOWN ON THIS PLAT, AND WE CONSENT TO THE SUBDIVISION \ ; I=�4 HAS BEEN PROVIDED TO GUARANTEE DRAINAGE AND STREET IMPROVEMENTS(INCLUDING 2. THE EXISTING ZONING IS R1-36. OF SAID LAND IN THE MANNER SHOWN HEREON. MONUMENTS)AND UTILITY IMPROVEMENTS(ELECTRIC. TELEPHONE. GAS, SEWER, WATER)IN ��Z'�"'� \\ �) sk 3. THE NUMBER OF RESIDENTIAL LOTS IS 50. PROJECT DENSITY IS 0.93 DU/AC. t� THIS SUBDIVISION. WE HEREBY DEDICATE TD THE PUBUC ALL RICH IS-OF-WAY AS SHOWN ON HEREON, INCLUDING /Li�� •r\�� +"" . r�, 4. COMMON AREA"A' (PRIVATE STREETS k PUBUC UTILITY EASEMENT)- 5.03 ACRES. (, ALL EASEMENTS. UTILITY EASEMENTS AS SHOWN HEREON ARE DEDICATED FOR THE PURPOSE OF THIS �� r.., BY: COMMON AREA'B' DRAINAGE FACILITIES, OPEN SPACE k P.U.E. - 1.50 ACRES. INSTALLATION AND MNNTENANCE OF UTIUTIES AND PUBUC SEWERS. s: -. A�•�.� DATE COMMON AREA'C' DRAINAGE FACIUTIES, OPEN SPACE k P.U.E.) -0.64 ACRES. PROJECT WE THE UNDERSIGNED,OUR SUCCESSORS AND ASSIGNS, DO HEREBY SAVE TOWN OF ORO VALLEY, s'1 "'-"' t' �fY��' W COMMON AREA'D' OPEN SPACE)- 0.83 ACRES. ITS SUCCESSORS, ASSIGNS, THEIR EMPLOYEES,OFFICERS AND AGENTS HARMLESS FROM ANY ANO - •3`:_ .... !..•, ASSURANCE IN THE FORM OF A CERTIFIED CHECK FROM TANGERINE LIMITED PARTNERSHIP TO COMMON AREA'E• EMERGENCY ACCESS, PUBUC UTIUTY EASEMENT ALL CLAIMS FOR DAMAGES RELATED TO THE USE OF SAID LANDS NOW AND IN THE FUTURE BY THE TOWN Of VALLEY IN THE AMOUNT OF$ HAS BEEN PROVIDED TO GUARANTEE k PRIVATE ACCESS EASEMENT FOR LOT 50) - 0.12 ACRES. REASONS OF FLOODING, FLOWAGE, EROSION OR DAMAGE CAUSED BY WATER, SURFACE, FLOOD OR THE RESEEDING OF THIS SUBDIVISION IN THE EVENT THE PROJECT IS ABANDONED. flECREA112LISELSALCAA111115 RAINFALL IT IS FURTHER UNDERSTOOD AND AGREED THAT NATURAL DRAINAGE SHALL NOT BE COMMON AREA'B': GROSS AREA 65,304 S.F.-28.795 S.F. }4DET/FP- 38,509 S.F. ALTERED,DISTURBED OR OBSTRUCTED WITHOUT APPROVAL OF THE 0R0 VALLEY TOWN COUNCIL LOCATION MAP COMMON AREA'C' : GROSS AREA 27,697 S.F.-11,842 S.F. )4DET/FP- 15,855 S.F. COMMON AREAS 'A'THROUGH 'E'AS SHOWN HEREON ARE RESERVED FOR THE PRIVATE USE AND PORTION 3ECTi0N 36, T-it-i,R-13-E APPROVALS COMMON AREA'D' : GROSS AREA 18,105 S.F.-6,420 S.F. }4DET/FP- 9,885 S.F. CONVENIENCE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND INVITEES, TOWN OF ORO VALLEY.PIMA COUNTY, ARIZONA AND ARE GRANTED AS AN EASEMENT TO THE TOWN OF 0R0 VALLEY,PIMA COUNTY, ANO ALL UTILITY fig; 3' -I WE TOTAL RECREATION AREA 62,049 S.F. COMPANIES FOR THE INSTALLATION AND MAINTENANCE OF ABOVE GROUND AND UNDERGROUND PUBLIC I. CLERK OF THE TOWN OF ORO VALLEY, REQUIRED BY CODE 25,624 S.F. UTIUTTES,PUBLIC SEWERS,AND PRIVATE ROADS. TITLE TO THE LAND OF ALL DRAINAGEWAYS, SLOPE HEREBY CERTIFY THAT THIS PLAT WAS APPROVED BY THE MAYOR AND THE COUNCIL DIFFERENCE/PERCENT 36,425 S.F./242% EASEMENTS, DRAINAGE EASEMENTS AND COMMON AREAS AS SHOWN HEREON, SHALL BE VESTED IN OF THE TOWN OF ORO VALLEY. ARIZONA, ON THE DAY OF AN ASSOCIATION OF LOT OWNERS AS ESTABUSHED BY COVENANTS. CONDITIONS AND RESTRICTIONS 20 • 5. TOTAL MILES OF NEW PRIVATE STREETS IS 0.80 MILES. RECORDED IN DOCKET AT PAGE IN THE OFFICE OF THE PIMA COUNTY RECORDER. EACH AND EVERY LOT OWNER WITHIN THE SUBDIVISION SHALL BE A MEMBER OF THE ASSOCIATION, 6. TOTAL MILES OF NEW PUBLIC STREETS IS 0.0 MLES. WHICH WILL ACCEPT ALL RESPONSIBILITY FOR THE CONTROL,MAINTENANCE. SAFETY AND UABIUTY CLERK, TOWN OF ORO VALLEY DATE OF THE PRIVATE DRAINAGEWAYS, PRIVATE DRAINAGE EASEMENTS AND COMMON AREAS WITHIN THIS LEGEND 7. THE DEVELOPER WILL PAVE ALL PUBLIC AND PRIVATE STREETS IN ACCORDANCE Will SUBDIVISION,AS SHOWN HEREON. ACCEPTED CONSTRUCTION PLANS. • SET 2' BRASS DISC SURVEY MONUMENT PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT DATE IN CONCRETE STAMPED BY A REGISTERED 8. MINIMUM LOT SIZE FOR LOTS 1-4,6, 7, 10, 11,15-19 k 30-50 IS 36,000 SQUARE FEET. AMERICAN TITLE AGENCY OF PIMA COUNTY, AN ARIZONA CORPORATION, AS TRUSTEE LAND SURVEYOR. UNDER TRUST No. 12,187 AND NOT OTHERWISE. TOWN ENGINEER,TOWN OF 0R0 VALLEY DATE 9. MINIMUM LOT SIZE FOR LOTS 5, 8.9, 12-14 k 20-29 IS 28,800 SQUARE FEET. A FOUND SURVEY MONUMENT AS NOTED. BY: TRUST OFFICER • SET 1/2' IRON PIN, TAGGED BY A 10. AVERAGE LOT SIZE IS 36,926 SQUARE FEET. GAYLE BOURDEAU REGISTERED LAND SURVEYOR. ZONING ADMINISTRATOR, TOWN OF ORO VALLEY DATE • FOUND AS NOTED 11. THE MAXIMUM BUILDING HEIGHT IS 18 FEET. STATE OF ARIZONA ) se L3 UNE NUMBER - SEE LINE DATA TABLE WATER UTILITY DIRECTOR,TOWN OF ORO VALLEY DATE 12. BUILDING SETBACK PROVISIONS: FRONT- 30 FT. COUNTY OF PIMA ) C3 CURVE NUMBER - SEE CURVE DATA TABLE SIDE - 15 FT. REAR - 40 FT. ON THIS DAY OF , 20 BEFORE ME, PERSONALLY APPEARED (R) RADIAL BEARING WATER ADEQUACY WHO ACKNOWLEDGED HERSELF TO BE THE TRUST 13. PARKING PROVISIONS: GARAGE 0 2 EACH - 100 OFFICER OF AMERICAN TITLE AGENCY OF PIMA COUNTY AND BEING AUTHORIZED TO DO SO, 15 LOT NUMBER A CERTIFICATION OF ASSURED WATER SUPPLY HAS BEEN RECEIVED FROM DRIVEWAY 0 2 EACH - 100 EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSE THEREIN. * LOT ACCESS THE DIRECTOR OF WATER RESOURCES. RECREATION - 8 TOTAL PARKING = 208 SUBDIVISION BOUNDARY MY COMMISSION EXPIRES: PROPERTY UNE /RIGHT-OF-WAY WATER UTILITY DIRECTOR. TOM OF ORO VALLEY DATE 14. NO FURTHER SUBDIVISION OF ANY LOT OR PARCEL.SHOWN WILL BE DONE WITHOUT WRITTEN APPROVAL OF THE TOWN OF ORO VALLEY. .PURSUANT TO SECTION 33-401, ARS, THE NAME AND ADDRESS OF THE BENEFICIARY AS - EASEMENT DISCLOSED BY THE RECORDER OF SAID TRUST ARE AS FOLLOWS: ---- FLOODPLAIN CERTIFICATION 15. THE AREA BETWEEN 100-YEAR FLOOD UMITS REPRESENTS AN AREA THAT MAY BE SUBJECT - -•- EROSION HAZARD SETBACK TO FLOODING FROM A 100-YEAR FREQUENCY FLOOD AND ALL LAND IN THIS AREA WILL BE TANGERINE LIMITED PARTNERSHIP RESTRICTED TO USES THAT ARE COMPATIBLE WITH FLOOD PLAIN MANAGEMENT AS APPROVED AN ARIZONA LIMITED PARTNERSHIP NATURAL OPEN SPACE I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN ON THIS PLAT WAS PERFORMED BY THE TOWN ENGINEER. 4227 N. 32nd STREET CONSERVATION EASEMENT UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED SURVEY MONUMENTS PHOENIX,ARIZONA 85018 AND MARKERS SHOWN ARE CORRECTLY DESCRI:; . I FURTHER CERTIFY THAT THIS PLAT 16. THE BASIS OF BEARINGS: THE SOUTH UNE OF THE SOUTHWEST QUARTER OF SECTION 35, WAS PREPARED UNDER MY DIRECTION. �:e,Tt�_:.1ti T-11-S, R-13-E, G.kS.R.B., SAID BEARING BEING 5.89.23'35'E, NAD 83/92 GRID. T `' •2oeei4i STEPNEM M. •3 17. THE BASIS OF ELEVATION: USGS BRASS CAP SURVEY MONUMENT'6 ADC', LOCATED ) McLA APPROXIMATELY 250'± EAST OF THE SOUTHWEST CORNER OF THIS SUBDIVISION. :••,.�,N, r i,;.;. ,, ELEVATION BEING 2802.28, DATUM IS NAVD 88. �40'REAR YARD `7� , STEPHEN Mc LAIN �'' 18. THE PROFESSIONAL ENGINEER OF RECORD SHALL CERTIFY, IN WRITING, THAT ALL SETBACK " REGISTERED LAND SURVEYOR IMPROVEMENTS, WHETHER PRIVATE OR PUBUC,HAVE BEEN CONSTRUCTED. PLACED, '-t " R.LS. 29881 INSTAI I FT),ETC. IN SUBSTANTIAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS I---1 S'SIDE YARD--I -- DEVELOPMENT. CERTIFICATIONS, IN WRITING, ARE TO BE RECEIVED BY THE TOWN "� ENGINEER PRIOR TO THE REQUEST FOR FINAL INSPECTION AND THE RELEASE OF SETBACK I CERTIFY THAT ON THIS PLAT THE 100-YEAR FLOOD PRONE LIMITS AND EROSION ASSURANCES. --.- F-15' SIDE YARD--1 f SETBACK SETBACK UMITS WERE REVIEYWD AND SHOWN UNDER MY SUPERVISION AND THAT THE LOT CALCULATIONS WERE PERFORMED UNDER MY DIRECTION. 19. A 1/2" IRON ROO TAGGED BY A REGISTERED LAND SURVEYOR WILL BE SET AT ALL LOT CORNERS UPON COMPLETION OF CONSTRUCTION. 30'FRONT YARD 20'FRONT YARD L_ L rSETBACK J L I--20' J ;;.: ' 20. THE PROPERTY OWNER, HIS SUCCESSORS, ASSIGNS OR A DESIGNATED HOMEOWNERS 1 1 �y�.� ''�`C'� ASSOCIATION AGREES TO 1)KEEP ALL REQUIRED LANDSCAPE AREAS MAINTAINED IN A S 1157T �.1 WEED FREE, TRASH FREE CONDITION, 2)REPLACE ANY DEAD PLANT MATERIALS WITHIN k JOHNAUSTIN C 90 DAYS AND 3)MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. • JOHN AUSTIN EVANS PROFESSIONAL ENGINEER o'.7.' 21. THE NATURAL OPEN SPACE ON LOTS 32 THROUGH 50 IS TO REMAIN IN AN UNDISTURBED P.E.NUMBER 11577 9#4�1J.►.' NATURAL CONDITION WITH NO WALLS OR IMPROVEMENTS OF ANY KIND EXCEPT AS PERMITTED FOR FL000 CONTROL OR DRAINAGE. , TYPICAL BUILDING SETBACK LAYOUT RECORDING 22. NO FINAL INSPECTION FOR ANY LOT WITHIN THIS SUBDIVISION SHALL BE APPROVED UNTIL A BUILDING CODES OFFICIAL HAS VERIFIED THAT CONSTRUCTION ON THE LOT IS RECORDING COMPLETE AND SIDEWALKS HAVE BEEN INSTALLED, PROPERTY LINE TO PROPERTY LINE. STATE OF ARIZONA ) NO. ) u 23. LOTS 1 THROUGH 31 SHALL HAVE A MAXIMUM OF 18,000 SQUARE FEET OF GRADABLE - AREA PER LOT.LOTS 32 THROUGH 50 SHALL HAVE A 12,000 SQUARE FEET MAXIMUM COUNTY OF PIMA ) FEE GRADING ENVELOPE(EXCLUDING DRIVEWAY). . --- 24. LOTS 32 THROUGH 50 SHALL HAVE A PERMANENT FENCE OR OTHER ACCEPTABLE BARRIER, Vigtog O WITH af€ iri y THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF JOHN A. SUBJECT TO DESIGN APPROVAL BY THE PLANNING AND ZONING ADMINISTRATOR, TH NO I EVANS AND OPENINGS INTO THE WASH TO PROTECT THE RIPARIAN HABITAT FROM ENCROACHMENT. >. ASSOCIATES, INC., ON THIS THE DAY OF 20 , IN BOOK LOTS 1 THROUGH 50 AND COMMON AREAS "A" THROUGH "E" OF MAPS AND PUTS, AT PAGE THEREOF. 25. ALL PROSPECTIVE BUYERS OF LOTS WITHIN VISTOSO GATEWAY SHALL BE INFORMED OF THE PRESENCE AND ACTIVITY OF THE LA CHOLLA AIRPARK, A PRIVATE AIRPORT LOCATED PORTION OF SECTION 35, T-11-S, R-13-E, G.&S.R.M. ABOUT HALF A WILE NORTHWEST OF THE PRO ECT. John A.Evans&Associates TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA F. ANN RODRiCUEZ p a 9180 East P/acita Senna h PIMA COUNTY RECORDER ( CONTINUED ON SHEET 2 ) JAE Thcson,Anzone 85749 SCALE: 1"-50' DECEMBER, 2002 OV9-00-04 I-I4 BY: DEPUTY FOR PIMA COUNTY RECORDER Consulting Engineer, (S 0)749-3138 � JAE Job No.01036.1 December,2002 0V 12-02-01 "' SHEET 1 OF 6 i 0 BOOK PAGE CURVE TABLE CURVE TABLE LINE TABLE CURVE LENGTH RADIUS TANGENT DELTA CURVE LENGTH RADIUS TANGENT DELTA LINE LENGTH BEARING CI 135.25 275.00 69.02 26'10'42' C56 54.64 50.00 30.41 62'36'46' C57 178.44 625.00 89.83 16'21'29' LI 10.00 532'54'59'W C2 137,87 425.00 69.55 16'35'13' l2 60.00 N44't3'15"E C3 9180 50.00 68.17 10775'57' C58 41.44 625.00 20.73 3'47'57' UNSUBD. UNSUBDIVIDED UNSUBO, C4 44.48 50.00 2182 50'57'00" _ C59 138.99 625.00 68.77 1 L3- 60.00 S45'46'45"E SR R1-144 R1-144 ' l4- 36.00 545'46'45"E 0.o IRON PPE NCRT11 LINE 7M 1/4 SEC.36 /If!"nE" � 3 CS 148.54 298 00 74.78 2@�4'29' C60 199.56 650.00 100.57 17'J5'26' (w t/�£o�' t/Z'R•M no ! IN C171C, C8 130.41 402.00 85.78 15'35'13' 15 19.50 545'46.45 E ntt R1z1 .' 9. 1319.38' COI 72.22 627.00 36.15 4.35'S8' dSY.fle' � ��, 1 t Cl 39.27 25.00 25.00 90V0'00" C62 40.50 50.00 21.43 46 24'27' 16 16.50 S45'46'45"E L7 38.00 N4413'15"E 'at WIRY.IIIIr4 K In1 C8 39.27 25.00 2500 40V0'00" C63 232.18 50.00 53.56 26603'25' L8- 19.50 N44'13'15"E A''D `,\ 1 M C9 145.33 448.00 73.31 18'35'13' C64 72.32 50.00 44.13 82'52'08' L9 16.50 N4413'15"E / 010 109.80 448.00 55.18 14172'35' C65 41.15 50.00 21.82 47179'23' L10 50.00 N35 00'32'E 00 .1 2 `\ C11 35.53 448.00 17.77 4'32'38' C66 41.15 50.00 21.82 4749'23' Li 1 38.00, S54'13'1 t'E t (4, v` ````` 012 105.58 252.00 53.58 Z4V0'21' C87 77.56 50.00 49.03 883Z'31' L12 60.00 N31'46'49"E rl \ r iN•4 `\ CI3 35.31 25.00 21.32 80'55'38' C68 35.20 50.00 18.36 40'19'56' 113' 60.00 558 73'11'E °� C14 45.61 25.00 32.58 104'59'43' C69 96.53 673.00 48.35 813'04' L14 36.00 N31'46'49"E o U N S U B D I VIDEO �N '' _ CI5 29.82 50.00 15.37 3410'01' C70 34.93 25.00 20.99 80122'39" L15 19.50 N31'46'49"E w 5R ylSH °! \63 '•� C16 59.17 50.00 33.60 67'41'09' 071 40.43 25.00 26.19 9239'42' 116 16.50 N31'46'49"E • n C17 29.58 50.00 15.24 33'54'05", C72 171.87 602.00 86.52 1621'29', L17 19.50 558'13'11"E o ill i f 47 / CR C18 276.65 675.00 140.29 2320'58' 073 90.27 602.00 45.22 8'35'30' L18 16.50 55813'11"E - `w C19 81.96 200.00 41.56 2378'48", C74 81.60 602.00 40.86 7'45'S8'• L19 22.50 55813'11"E > 01 C20 207.18 652.00 104.47 1812'24' C75 91.93 648.00 46.04 Q0T42' _ �4. + . L20 22.50 1431'46'49"E 021 248.37 698.00 124.48 2013'25" C76 170.16 650.00 85.57 1459'57' 121 12.00 552'59'25"W 5i PIMA COUNTY / C22 160.76 698.00 80.74 1311'45' C77 92.27 627.00 46.22 625'54' L22 36.00 537'QO'35"E TOWN OF ORO VALLEY q C23 85.62 698.00 42.88 7'01'40' C78 119.21 673.00 59.76 10.08'55' L23 16.50 537'00'35"E m ' C79 46.42 25.00 33.40 106'22'34. L24_ 19.50 S37'00'35'E_ ps0 45 `C24 6242 50.00 36.D2 .17i'3t'S9' ,,,�� jt( C25 199.01 50.00 112.16 2149J't1' C80 J5.4J 25.00 21.43 8111'S1' L251 60.00 55259'25"W rn R �` µ Y... • �'' $ N C26 91.39 223.00 48.34 2328'48' C81 20.25 25.00 10.72 4624'15' _ A / L26 18.50� N52'S9'25"E 1 'A' C27 8242 50.00 38.02 71'31'59' C82 19.09 25.00 10.04 43'45'39' L27 30.48 N52'59'25'E ". A 7 rs 1- C28 90.05 50.00 83.07 10311'04' C83 32.99 21.00 21.00 9000'00' 128 9.02 N52'59'25"E GA. 0 C29 48.54 50.00 25.11 5320'OQ' 084 16.49 21.00 8.70 451)0'00' L29 16.50 N52'59'25'E `r I HE 5 o C30 45.69 223.00 22.93 11'44'24' 085 18.49 21.00 8.70 45120'00' L30 23.00 N52'59'25"E y EXCLUDED a rm , C31 15.69 223.00 22.93 11'44'24' 086 1123J 300.00 56.63 2127'12' L31 27.00 566'40'17"E 7 ,�'°"'4011"'o�uT as�rM a-1u rw 032 32.99 21.00 21.00 9010'00' 087 74.61 277.00 37.53 1525'55' L32 22.00 N1015'36'W i 1011°'O11°'FL* y 10 W C33 19.63 25.00 10.36 45'00'00. 088 120.94 323.00 61.19 21'27'12' 133 35.00 NS0'00'40"E t ^C ►� �. _ 034 19.03 25.00 10.36 45120'00' C89 62.69 323.00 31.44 111)7'13' 134 60.001 N34'00'00"E '� C,A ll ill C35 16.49 21.00 8.70 45U0'00' 090 58.25 323.00 29.20 1019'58' L35 45.00 1402 0O'00'W PIA �,,� 11 C36 18.49 21.00 8 70 450000' 091 34261 300.00 192.72 6526'OY L36 54.11 N42'33'46'E a ��` r'"'� 6 R _ 6. 0.37 87.13 477.00 4J.68 1027'55' C92 318.59 277.00 178.12 65'29'09' L37' 87.59 N12'32'20"E 0 3' �'41 , / 12 11 5 z'0� C38 137.91 500.00 69.40 15'46'13', C93 368.88 323.00 207.50 6526'02' 138 23.09 NO5'17'38"E C , 4r ci -il 039 75.82 523.00 37.98 8'18'23' 094 42.67 277.00 21.38 8'49'35' 139 38.41 N21130'00"E J' m ¢p C40 39.64 25.00 25.37 90'51107' 095 148.73 277.00 76.21 30'45'53" L40 80.42 N16'28'3434=E ;� 14 9 C41 15.11 523.00 7.55 1'39'17' C96 125.19 277.00 63.68 25'53'40' L41 50.98 51'00.00"E 8 • W 042 60.72 523.00 30.39 6'39'06" 097 80.00 323.00 40.21 1411'17' L422-7- 29.00 N18'22'2,6"W 'PW I L43 30.00 N53'00'OO E __ C.A•'A' -� C43 121.99 50.00 136.61 139'47'35' C98 184.04 323.00 94.59 31'38'48' -, - C44 24.80 50.00 12.55 2811'07' 099 104.84 323.00 52.88 16'35'47" 144 30.00 N32'00'00"E ' 4 _ I C45 32.18 50.00 16.67 36'52'12' C100 39.25 25.00 24.98 89'56'53' 145 45.00 N65'38'45"E o W 'I 3e / /24 2Z ) < 9 L46 15.00 N29'26'11'E / C46 65.22 50.00 38.18 j4'44'16' C101 39.38 24.76 25.25 91'0T50' '�y ' t- C47 158.20 500.00 79.77 18'07'43' C102 39.17 25.00 24.90 69'46'20' L47 15.00 N42'00'00'W °1 g .. 37 /' H 4 C103_ 128.30 325.89 64.99 L48 30.00 N07'00'00'W o F n C48 106.48 477.00 53.46 i2'4T26' 12'J3'14" 16 A-22'37"11' C49 97.05 523.00 48.66 0'37'54' L49 36.28 N35'00'00"E C50 75.98 523.00 38.06 1819'27' ..- L50 18.57_ NO0'00'00'E, > h. . 51 3a ....111:. L/ Ot' C51 21.06 523.00 10.53 218'27' 151, 50.83 N35'00'00"E - ' 7 V C52 109.28 50.00 96.51 12513'33' L52 37.00 N20'00'00'W \" L53 75.00 NOS'00'QO"E 0& "r ci C53 54.64 50.00 30.41 62'36'46' L54�_ 74.44 N19'00'Q0"E m a I 21 F 7 C54 54.84 50.00 y 30.41 62'36'46' C55 54.64 50.00 30.41 62'36'46' 1 L55 83.16 N32'00'00"E m , l (27 2e L56 46.00 N35 00'DO"E nj34 i GENERAL NOTES (CDNT.) GENERAL NOTES (CONT.) L57 50.67 N62'00'00'E 8 I SH L L58 37.10 N29'30'26"E = A'r I (, C.A'A' 28.A HOMEOWNER'S ASSOCIATION WALL BE FORMED TO ACCEPT 36. THE DEVELOPER SHALL PAY IN LIEU FEES FOR BICYCLE AND L59 98.38 NO8'30'40"E ,ir / --- --- C.A..r 1• RESPONSIBIUTY FOR MAINTENANCE, CONTROL SAFETY AND SIDEWALK IMPROVEMENTS FOR THE PORTION OF TANGERINE ROAD - L60 41.98, N17'20'00"W " .2> S • - L61 33.41, N08'00'00"E '5 - - - -,R-- � ' SCALE: 1'.-200' UABfUTY PRIVATE DRAINAGE IMPROVEMENTS, DRAINAGE THAT 15 ABUTTING PROPERTY, PRIOR TO RECORDATION OF THE ---7-- 100 BUIL>t4C H T MISS-ETBA• 1j L621 43.76 S68'47'43'E EASEMENTS AND COMMON AREAS. FINAL PLAT. L63 25.00 S37 QO'35"E n SO`'CONSERVA ON EASEME \__.' 27. A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR LOTS 32, 37. ACCESS TO THE WASH FROM THE COMMON AREAS/RECREATION L64 58.00 N22'00'00"W n ulwi`sr "r " 33, 34, 38, 37, 43, 44, 47, 50 AND COMMON AREAS 'A', AREAS MUST BE MAINTAINED. Les 51.22 Noa')o'op'w 10'ate CAM 01T""""" a IaaR�"' r"'�M*11.P Pt 4w 91514'W 12D3.73' "'-1 fV IItYVMr MO MTN aT,Ilwi,ly II 'B'. 'C'&'E'. L68 54.00 N25'00'00'E ►� 38.THE CONSERVATION EASEMENT MUST BE PROTECTED IN PERPETUITY L67 40.00 NO1'O4'00'W �42.07r scum LANE SEC.3•1, S8973'35'E 1318.72' •'" 1 28. ALL FUTURE SUBSEQUENT PROPERTY OWNERS MUST SIGN AN FROM CONSTRUCTION, GROUND DISTURBANCE AND ALTERATION OF L68 34.00 N18'00'00"W 4c�coNc 58913'14'w ` /c`oNC •c/CONc APPROPRIATE DOCUMENT ACKNOWLEDGING THE EXISTENCE AND TOPOGRAPHY, WITH THE EXCEPTION OF THE APRON AREA MAY BE L69 85.00, NO2'O0'00'E n !E naNs ae t K Tt+slas[ ,i \ "'4°0A '�18 C TANGERINE ROAD VALIDITY OF THE CONSERVATION EASEMENT BEHIND LOTS 32 DISTURBED BY CONSTRUCTION AND THAN REVEGETATED PER THE L70 37.32 N14'01'08"E < cc 't•K• st�s n!•a1sE J THROUGH 50. CODE, L71 40.00 S57'00'Q0"E DIAMOND KEY COPPER CREEK 11 COPPER CREEK A L72 200.51 N30 05'09"E UNSUBD. UNITED STATES POSTAL SERVICE ct COPPER CREEK wn 1-1w Uri/-11• Lon 1-•1 K 11,►4 II R 44►t.p 29.NO GRADING OR CONSTRUCTION IS PERMITTED WITHIN ROADWAY 39. ANY REMOVAL OF NON-NATIVE SPECIES VEGETATION AND L73 191,52 NO9'14'11"E R1-144 c-t .�,a la„ �_. ,�. SLOPE UNITS BEYOND THE 10' P.U.E.,ROADWAY MAINTENANCE, MAINTENANCE OF NATIVE VEGETATION IN THE CONSERVATION L74 175.91 N36'36'19"E S R-� SLOPE AND SIGNAGE EASEMENT UNLESS REVIEWED AND APPROVED EASEMENT PORTION OF THE WASH AREA WILL BE THE SOLE L75 96.76 N26'07'05"E BY THE HOMEOWNERS ASSOCIATION AND THE TOWN OF ORO RESPONSIBIUTY OF THE HOMEOWNERS ASSOCIATION. L76 50.65 N05'17'38"E VALLEY AT THE TIME OF GRADING PLAN REVIEW, L77 120.51� N28'36'02"E FINAL PLAT INDEX 40. THE CONSERVATION EASEMENT MUST BE STRUCTURED IN A MANNER L78 120.10 N20'S7'S0"E 30. THE BOUNDARY SHOWN HEREON IS THE MEASURED RESULTS OF TO PERMIT PEDESTRIAN AND EQUESTRIAN ACCESS,IN PERPETUITY, L79 120.09 N25'27'30"E SURVEY, VARIATIONS FROM RECORDED INFORMATION ARE WITHIN WITHIN THE EASEMENT. L80 120.46 N1828'10'E REASONABLE UNITS AND ACCEPTABLE SURVEYING STANDARDS. L81 84.57 N33'03'00"E 41. TO INSURE THAT THE BASINS PERFORM AS DESIGNED, ALL BASINS 31. THE AREA WEST OF THIS SUBDIVISION WHICH IS LABELED WILL BE REGULARLY INSPECTED FOR SEDIMENT FILLING OR DEBRIS L82 42.69 N36'O0'59"E 'EXCLUDED' SHALL BE DEDICATED TO THE TOWN OF ORO VALLEY Al' THE INLETS/OUTLETS (4' ORIFICE). THE HOMEOWNERS' L83 150.80 N29'26'11"E CONCURRENTLY WITH THE RECORDATION OF THIS PLAT. ASSOCIATION IS RESPONSIBLE FOR REMOVAL OF ANY MATERIALS L84 138.80 NOO'44'36'E AFFECTING THE BASIN CAPABILITIES. L85 153.74 N09'24 75"E 32. GARAGES SHALL NOT CONSTITUTE MORE THAN 50X OF THE FRONT L86 64.45 NO4'48'37'W is 5.4121.4, • FACADE OF THE HOUSE AND THAT THE GARAGES WILL NOT PROJECT 42.UPON DETERMINATION OF THE FINAL LA CANADA RIGHT-OF-WAY L87 71.05 N12'O1'57'E ei4y'vr. j s f O s O a f/�(GJ wQ MORE THAN 5 FEET IN FRONT OF THE HOUSE. LIMITS BY THE TOWN OF ORO VALLEY, THE WESTERLY PORTIONS L88 74.70 N35'45'54'E t1rEPHEN M. OF LOTS 32, 33 AND 34 SHALL BE DEDICATED. leg 125.03 N29'35'26'E McLA•4 • 3 33. THE SETBACKS FOR THE HOUSES SHALL VARY, SO THAT NO TWO L90 113.90 N24'38'44"E i• o..• LOTS 1 THROUGH 50 AND COMMON AREAS "A" THROUGH "E" UNITS ARE EQUALLY ALIGNED. L91 91.92 N08'44'33"E '•,.• 192 82.55 N04'24'50"W �1 , 34. THE SAME ELEVATION AND FLOOR PLAN SHALL NOT BE REPEATED L93' 100.20' �'. ' �48.. . PORTION OF SECTION 35, T-11-S, R-13-E, G.dtS.R.M. N66'47'43"W N32'13'49"W Jobn A.Evans Associates'''. :i" >` WITHOUT AT LEAST A THREE LOT SEPARATION. L945 JAE 1 ? WN OF ORO VALLEY, PIMA COUNTY, ARIZONA 9180 East Placita Senna g; Al1.E L95 74.63 N04'20'36'W 11677 35. ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED Tucson,Anions 85749 r1 JOHN AUSTIN SCALE: 1"..200' DECEMBER, 2002 OV9-00-04 FROM VIEW AND THE COLOR OF ROOFING MATERIALS WILL BLEND L96 64.25 N10'46'22"W i L97 75 76 Consulting Engineers (510)749-3138 EVANs N52'20'04'W 41�E A o ' IN W1TH THE LANDSCAPE. L98 22.50' Naa'13'15"E ✓AEJobNo.01036.1 December,1001 , OV�2-OZ'�� J`i,.. 1,, L99 22.50' 545'46'45"E �''' SHEET 2 Or 6 BOOK PAGE O� �C'7 11. See to J, /N� 4o i;E .) 4. �� 589'28'S8"W 180.00' ry�4Q �^�titi ?°a?�t.�• 1Js 2 S 10• P,U.E. k ROAD '� 2'`•/ / 67 1 589'28'58"W 170.DO' w_ MAINTENANCE ESMT. h� /. CONSERVATION EASEMENT LINE j I. /s74 27• c 0 ( ') I / E 1 �soo w 2 � r" / ^1 / w -tD Q1 °i 25' RIGHT-OF-WAY- 26' RIGHT-OF-WAY � / a / S7/dl?S' S o�. rn- o BY QUIT CLAIM DEED I �• BOOK 5Z PAGE 28 F 2AP yh 3 5 / ry�o',. 'o/ 4 27 f D o g 2 0 w§ DKT.11011,PG.31 vi p 2'G / 39.559 SQ. FT. //• 2�/� "w/ U < I "r 29.080 SO. FT. Q ' 7 L32 • S76.54, / ` '� j S743617`c ZI ,-J 1 W 1 / 0 1,- • ~ w •�• ° 4.6p' Sg•E 304.5 / Qi i / 720,00' 100 YEAR FLOQOPWN / O 37,058 SQ. FT. o ° I — 17.91' 174�. 3 / / CI 1 YEAR FLOOOPLAIN Q / w �I LIMITS /„ U 6 s — o, EROSfON H uARD ?� LIMITS / �Q st % g 2 V im" \ '1c,,,,, , O 10' SLOPE ESMT.--1 -- I SETBACK LM+E CD ;+ / / N N . O_ r DKT.10966,PG.447 - > ,.,� Yo /'�� // 29.643 SO. FT. § 29,076 SQ. FT. y`y 29 \gym $ ;$ /wry if! `OQ . 1 a 8 ^' 34 / / 29.021 sQ FT. \6.c` / _ 8 $ - / , `10• P.U.E. k ROAD a859'I 27 CO p ry•8' 43,as3 SQ. FT. / MAINTENANCE�SMT. S89'26'58`W 141.68'r i s's '?�00. r l N6439 (V I N _� (TYP.) / f \ e e 1e3 3e w m N691J'15"E 322.62' / f J co \ 2 ri r / \ 1 a T 162.B0' v ! !x� \ W O s9.93 ci _ __ 10' PUBLIC 0, r t 1 -�37---- 45.D4' n �4.9--- � �i T• ro \ 15' PUBLIC � Z r fEF Eli Z fty W $ o { CJa ZIZIPHUS PLACE N8913.15"E_ n N891i'15`-E ✓WATER ESMI. E O g'h z 1 ` 12500 Z6 A try ' byo �`�1bC� ,; 1M913151:: 304.31' �"6 I '�e4 TYP. a `6 d \ N o' 1`' W C•!�•/! !f 1 \ N 8 x+. �7 S� 85.304 5Q. FT. �. \ of N Z �y / ,4 31 * v 30 47.085 SQ. FT. \\ Q ``7 / jb'' 3 36,708 SQ. FT. $ " 36,539 SO. FT. - - 0� 82.097 SQ. FT. - - ---t \\ 1- n"'•^° 0 100' SETBACK WAITING BUILDING HEIGHT TO 18' &SINGLE STORY c t a \ 7. / 10'z10' PUBLIC o - \ /.-- tom s0 CONSERVATION EASEMENT UTILITY ESMT. "� \ - Or ;ph .91" �1'NO ACCESS EASEMENT 260.00, 45,0� ~ * '/ 204.83' - _ i / 379.91'\ 190.00' 189.09' 1 ----lzs.29 i -.{ �74J5 ' N8913'15"E _ 1268.84' ! I- L.,.. 10' TELEPHONE EASE. DKT. 7992, PG. 706 •1 I I I I I F-4 I 1 M 8 8 100'PUBUC RIGHT-OF-WAY DEDICATED BY THIS PLAT I I I L01 120' II �" r N g g 11 I 1 1 • 4 N89'13'14"E 1293.73' 1(1Bc/coNc o S89.23.35"E 1318.72' _ _ _ - - SOUTH LINE SEC. 3b� - - - _ _ _ - — — -L f _ _ _ _ —_ - - - - - 5891314•W TANGERINE ROAR c/cortc a1 ! cc SECTIONS 3S k 34, T11S,R13E E TANGERINE ROAD PER �`T 12�i 3, T12S,R13E BOOK 7, P. 83, ROAD MAPS `p 8 5 Vitoo eatwga Met AIN 3 4ey�j LOTS 1 THROUGH 50 AND COMMON AREAS "A" THROUGH "E" N i -` -- '``•` PORTION OF SECTION 35, T-11-S, R-13-E, C.&S.R.M. Job80East aa�ArracLta '�� •��\ TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 9180 Eas ecite Senna . ' 11577 �1.SCALE: 1 50 JAE Tucson,Anions9-3/ 85749 ` �O AAUN9TIN SCALE: 1`-50• DECEMBER, 2002 OV9-00-04 Consulting Engineers (520)749-3138 1, r,o=, JAE1 Jeb No.01036.1 December,2002 44 •r'�j 0 V 12-02-01 SHEET 3 of 6 • BOOK PAGE • T Cy h • o. NE ti' S 404.) �ti 6�1jE F� °' S c / 156.46' 4� � e1,Q�Z16' , <4'r i S8zv4'tp•E 146. hti/ I / 54' h M • .,n.titi a/ / S821J4'10'E �r,�"o/• 40 / S8288.97/ — — �� �� P� 39,9e3 SQ. FT. / / 10'EEXCLUDED �° ss6. �I •.,_ ,A •� 4' . / W14(NOT INCLUDED IN THIS PLAT �ry 6469/7' A"a• I /`' ~ / 4' 29:10 SQ. FT. ^aAND MILL REMAIN R1-144 PER 4,. Js /- o, 26,837 SQ. FT.REIQNING CONDITION /12) a••I... .. .i• )1�� *'7?' / ( 1 h ' P. R 1 +, MAINTEN ESMT. _I+► ar ?�,�e�` '440 // / �3\,j (TYP.) 15'x20' PRVT. 1 5 F WC� •� :9 �6�, 1 _ �DRNG. ESMT. �" 38.724 S0. FT. _h°' 39 . 'ate''• z a. ,,, s 42 631 SQ. FT. / C? 1• N 'M] 66. / 5.51 C W W;� Jp{ �'t7• O / S85'15'3O'E P�n 5`\, !f C� $j 1 0 Q ? ts• • h ) if,.., _ 105.52' Cr�yy,,,,�\0R/ �� ,ram. ~ o NATURA OPEN SPACE e9 / g// '�MON 7 6 CONSQtV ON EASEMENT / / / • 4. 8 p 3 8 • (SEE SHEET 2) .� /+a 7J / 7 ,:": j —TV L— I vtil �� 7.24 j . lf' / �„/ / , ~ 28.808 SQ. FT. ti 29,957 SQ. FT. 11 ss*g0, / / • / / / SVT ESMI T. SS 3 - ry J578 / "7/ / Iv I S61'J419 E '� .\ l,,O ryr��o 37 , / A' 1 w r—. Q P E, a R9AD \ O 8 S66 ' ? 38,901 SQ. FT. /// / ,,,,'/ is;O' i , j u 1 MAINTENANCE ESMT. r Q; r 1 (n'P•) 1 Z jE /: .I e. is, ? 29 //. 267.04. 1J2.04' N83'31'23•W 1 1 n /� 3t a•l0 / // \ 166.90' W ,� // \\ L70 •,....co. ? 1 Q i I I * / `V 4�" •.,:.; .IAA / < I J I ! 1 6 38,635 SQ. FT. ,ryry ;�• �1 J/ I 25 1QQ YEAR FL09DPLAIN I n. in ,) O� i / ti i 32.504 SQ. FT. I LIM TS i �� L.=22'37 " M �` 36 / 13 i3 I I to' SLOPE ESMT.� R=325.01' C7 �� / / w 6 g 1 DKT.109a8,PG.447 .� �� I 38.844 SQ. FT. , 7/ S74;10•?7'E �I� oo)o I a L=128.31' ���� S66 / /" -i 14 �J 21 I 25' RIGHT-OF-WAY s•� �7j F.?'. /^ / ---- e'8J SJ I8 81 28,928 SQ. FT. I 'I BY QUIT CLAIM DEED DKT.11011,PG.31 �� 25' RIGHT-OF-WAY 786! / / I In N oI• { c• BOOK 52, PAGE 26 ?s/ / .W � r I,.ao "S c S89'28' 'W 180.00' BB' / ,7 QQ — — "�� r,..2. / a w'/ MAINTENANCERE 26 .. 1589 26'S6'W 170.00' I m / N ti / (TIP.) 39,032 SQ FT. 137,94' ^ni,� S74.6.J f I 167._H it 1 ATCH CI J �E .06' 369.06, SEE �c Sy �Nrg T 3 Z Vitoo eatwa 2aeel • b . j��'er�N;. "�3 Nc1AM .�,r„o,� LOTS 1 THROUGH 50 AND COMMON AREAS "A" THROUGH "E" `?'•19i .• )) ,. s:�.a, , - PORTION OF SECTION 35, T-11-S, R-13-E, G.&S. . Jabs A.Evaaa&Aaodatea`'„�3, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 9180 East Plac,ta Sense 1�et7 SCALE: 1•..50' JetJ ' Tucson,Arizona 85749 I Jo N AUSTIN SCALE: 1'=50' DECEMBER, 2002 OV9-00-04 Caa+vltlnN Engineers (520)749-3138 , � �pi,ot,e / JA.E Job No.01016.1 December,2002 l �'/j� f�,k 0 V 12-02-01 "my. 4 of 6 BOOK PAGE . - - - - TC — — — — - - - - se9•zTo3'w 1oa.oa' C/A' UNSUBDIVIDED to NE COR.,S1/2,w1 2,Nw1/4, Se�J*. // N7 89.56' SWi/4 SEC. 35 N 'It P / S / 87 '33, 5 N 13 J ? /�/ ar 3 / 6•25•53.w ... ... .. .,=••••••=, n -4311,CONSE5T ' /385.e3'3`'19.'1030 �'/F� %/ 4 � 6O ,s, I3.274 S0. FT. / .�. // S AZ °p. / ry7^h / ,.� rat -7RVATION / ti of , 5 2 �` 8 3 3 /N�/O, EASEMEN UNE / nh / 6 N V bi ry / ry rym / 29,440 SO. FT. 2 J /� 2 i/ 36,263 SO. FT. gs �_ 26.54' / 03,•O' S82 24 15 E 133.78' / // 0 - '� ��i...11l •� ; 273.83' , q,\ / ti9 °ry 4, h /I '•�/ U / SVT ESAIT. /. 79 W a 8 z 44 *_ � �° 2 40.832 SQ. FT. I p / W ~:-----v— - - pis• v/ . S64'49.28"W ho pIA PLACE �� 183.76' Vt 0 I.. o n. . COR — <, ' 2 r� 2 0 I N - %6 ■A• '�J 9) 3 I-- In a � c 0 40.61' 119.22' C v ■ of ____��♦ ..0 ,•y = 589'27'03•W 31 .08' "+ -_-__ `y t0 �', 1.71 • 73 0 C.A. 8 g m 8 27,697 SQ. FT. I. 110 Z — PRI DRAINA lio• P.U.E. C ROAD N °o' .1.;. •.' ". 1 1, h 1 MAINTENANCE ES C. 3 36,452 SQ. FT. N W CON VA •• M S(,4CNT I (TIP.) .m tr 3 (SEE SHEET 49,27,03"W 299.00. Vr .1 SVT ESMT. Y vi (n ■ 21.6 47.13 75.00' I w rn ^1 N11U5'35'E 8 N ^ _ 0 4. F �n 94.99' p N e•1 /os I I 29.820 50. FT. Z - ?/,9 VA"55S I. In) i4---1/2• REBAR 5 1±1 �p 0 0 =rye o 12 I laJ 43 "' '0 I" 587'26'22'E 3 Z `y I 1 1 587'28'22'E 37,059 SQ. FT. m 199.78' Z jg EXCLUDED 8 10' P. .E RQAD 10 1 182.38' o S i NOT INCLUDED IN THIS PLAT `��r' :2M.NP NANCE EA T.� i 1 — r AND WILL REMAIN R1-144 PER m, f (rm.) II a Z I O 0_' REZONING CONDITION /12) \ `' I Q7 0 O 0 43 57575'47 f ro.ls. 1 =I Z ,/ Z pQ BAR ?�z.eo'w a� ra.,2' ; 3 g !f 9 W 7 4 • zho~ UMITS ��PLAI L �� ►or•44 I ,�v o, / 29.969 SO. FT. 2 1 O g C� ' / Cn/ I 35,388 S0. FT. co . Z 42 * , --_ 41,347 SQ. FT. `' I , =` /' , Q / 'c's�---ce1 ` f— �•5 8 1 hH sssVo, �.,� ,/ _ACANTHUS PLACE • \t . .Ma �O ?99. •17▪f _ // u • C60 COMMON AREAu 1 S81 S 39'�E A' /' / 53.34' __ — — .�� — — r — — �..�— Q'NSERV TIQN / •/ M .�—■ — — SON EASEMENT UNE / ./ 1 co See' I? 41 .. 11 N �.��F -� V / / 34.504 S0. FT. ja / / / -�o- 38.596 SQ. FT. 4.4 9e0• 36,633 S0. FT. / v, rn //_ U.u, 75 f I.• 3J?'B• /` Jryo / 582.04'l0•E ,46..73. / 2/ 303.00• -A TCH LANE SEE S62T)4't0•E �� SHEET 4 188.97' *� •� VitooeatwaySTEPHEN M. �y (�MoLA LOTS 1 THROUGH 50 AND COMMON AREAS "A" THROUGH "E" � : � �-� PORTION OF SECTION 35, T-11-S, R-13-E, G.&S.R.M. JA,,77 Job.A.:A vans&AuoclatesC, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 9180t P/acia Scnna 11577 1.1 SCALE: 1•-50' Tucsrizona 85749 I(,,,,, 0 AU9TIN�; SCALE: 1"-50' DECEMBER, 2002 0V9-00-04 1 Ev,ANS Cowin/tin,Engineers (520)749-3138 •,,a i,. JAE Job No.01036.1 December,2002 `'' 4•i�1,1.111�'` OV 1,/ 2-02-01 SHEET 5 OF 6 BOON PAGE UNSUBD. UNSUBDIVIDEDI UNSUBD. I I IQ'x10' PUBLIC NORTH UNE SW 1/4 SEC. 35 1N2* REBAR (W IRON PIPE (W 1/2 SEC 35, 1/2' REBAR 7141 TIUTY EASEMENT 1 T11S, R13E) 859.58' S89'20'2 "W 659.31' n 1319.36' 117.57,, 87.17' 43.57' 59.16' I I 395.00' PUBLIC SEWER EASE. 8.0 U .irty. s9 S 'Q 1r I"' }"I DKT. 11000, PG. 911 \ i Q• f�JJ,�. �i o / \ \ v r��k gggg • ae 9. .e, ef, m y o i �`0, `^�• ASEiIEN1'LINE �'es 4b A. 2 /� � \\ \ 0 �0e.• 15'x15' PUBLIC h zI / \ \ Gr•OyUTILITY EASEMENT �"?if, '� •'13 z gas 36,803 SO. FT. ��' ,i� \ a 27,385 SQ. FT. ,� o /` o \ `o y� o a,," �� \\ i `15' WATER N • \ k`1 „ r 5 0 • ry I2 " e,-' .\ / EASEMENT \ \ a a,rn 45,505 SO. FT. \\ $S. \\ / wu 2S89'27'03-W 139.91' f ' I' / w ` 123.86' tiJ $ %6 05 !=�J \ i' 38,128 SD. FT. g \\ • a M \-i. g UNSUBDI 9 �.%, 2 °. 4; 82. \\ \\ \ \ \�W w . 3 P 49 S ,s186 =\s89.27'03"w 224.91' \. \ 167.60'CO f AA 43,340 SQ. FT. \' 1/2' REBAR < N �Vfn \ 11 <12124 - -- g ( .1',/ N UN N + \ 1 10' P.U.E. it ROAD = <a a w t` �,j o1 �r MAINTENANCE ESMT. W Z $ 1 (TYP.) a cp'\f *N82'3' 184.13' 1 26-E I CD S89'27'03"W 267.51' 12676 1 ,., i Z w 8 8 181.27' 11 n ?' 1 3 o I m s ' ° ••I J8,298 SQ. FT. — r g --‘1'"?›.0,. 48 N1 1 o 9 (!) i �m.��4 N F, 37,877 SQ. FT. Ir I Z co I q S89' 7'03-W 249.91' I W 103.92 S73.04.3p. II ;CS Z,a) s• 1 .: i..RP' ,► 19728' 1 1 IN iX sA to I / 1 N vi ►•.t i. s4• ► " '"�� .4 1 j4 69' / / N82.58'29.4, . 0 "'VA ON A?MENT ,.a / / 170.47' Z SEE SHEE s j' (S89 2 03TW2) 194.56' , 47 //. 1 / � Q 'PV 6 26' S6,, 43,032 SQ. FT. 1 O' o t+ / •r // I-- jQ�I 1 Z g E7�A K �1NE DI xi �0�•85 /!.'45) # /// 4 $ 3 0/ / 38,025 SQ. FT. / / ■ 0 sesz7'o3-w ,ea.oe' r/ / 71 ss7. 46 c, , NM �■t_. MIS �= _ _ ■�� ■t_� ■M �■_■t• MU Z moo, / / ,1 1*E`' ' , 41,709 SQ. FT. // `./ N7 .25. 0 Se / ti 8 53"W TCL, . d /•6'j A M N y—')� 74923Z /y 4ijy4' ?3J•1�3orZ a.. _ Se Sy A F Ft S As3..,..:,.. ., r>� �z AP4 . ,„ �fo s oeQtew2gj' STEPHEN 11. '' McLAM '1/4 ,`•. �"°' LOTS 1 THROUGH 50 AND COMMON AREAS "A" THROUGH "E" ' ,- 1'"'�4 PORTION OF SECTION 35, T-11-S R-13-E G.dtS.R.M. •n A.Evans&Assoclates �\ JAE (,,,,V,',‘,5•17_,..)7 �, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 9I80EeatPlacitaScnnaSCALE: 1'-50' Tucson Anions 85749 JOHNAUS SCALE: 1'-50' DECEMBER, 2002 0V9-00-04 Consulting Engineers (520)749-3138 cm.teJAE Job No.01036.1 December,2002 q �t 0 V 12-02-01 SHEET 6 OF 6 BOOK PAGE , REVISIONS: BF: IVR. 113'-4'TR\ r 12'-4' TIL \ I/ CHIMNEY W/SHT MTL CAP \\\ X 10" X 18"DEC4RATIVE OPT'LAFIREPLACET�0 RECESSES- 2 DEEP STUCCO FINISH 115'-4'T.O.P. — � _ \i.r. 0 113'-4'T.O.P. / /''-0"/2'-0! r\ / 14'-10'T.O.P) 'A 13 IN- — DI LDG W.41_BELOW,TYP. 112'-4'T.O.P. 12'-4'T.O.P, 12'-4'T.O.P .. . ., SEE PLYWD CRICKET, TYP. - Ji `—� I\ 11'-4'T.O.P I e BUILT-UP ROOF'G Fn % L, - I^\ +4" L- / 1` COPYRIGHT© 2002 -TYP. ILLI 12"-4'71e1 N- I L— 6-Al +2 +o'J 6X10 R.S.HEADER �I io / E ROOF BEYOND CHIMNEY&MTL SPARK SLOPE ARRESTOR 0 OPYL � � -3 FIREPLACE R. LIGHT-PROVDE FLAT LIGHT,TYP. VTI r „,x - _SURFACE AS REQ'D •\ i' Iff ,�g SKYLIGHT,1W. 1 _�_ o +4" b, �4DORESS NO. �II� IC 711 SLOPE in +4" +4" +4" Q 113'-4' 1R` 3-PLY BUILT-UP ROOF G 6040x0 w/ - i Z ON 1/2"SHTG.-TYP. 10'-0"F.F. \ 6020-0 \\ 8070 GARAGE DOOR 16070 GARAGE DOOR n O 0 ' ) r r , 1 > > > O N °" ATTIC AREA'A' 3080 W/ ' \14..10.TR A 1070-0 TEMP'D BASE REVEAL e M e , . FRONT ELEVATION '1' SIDELIGHT N <M 1/4•-1'-0' W W o ..J : 15'-4"TFLI ° 1/2"VENTED PLYWD CRICKET, 7 SLOPE �SEE® O Cn UrQ`N a SLOPE SCUPPER, TYP. O c ° -*" SEE z Nair L 5 / O \ \ I CC 11'-4"BPI 415'-4"TP 11111111111111 14' 10'1P I i _; 0 12'-4"T 12'-4"7P r: 12'-4"7P f 1 '� I J it'-4"1[P In 1 I \ I n J n 12'-4"T.O.P., 112'-4"TR/ 19'-0"8.L, I� 11"..9777.8"..m.111M,,,,,,,ammonj"18'-6"B.L I Q_ ,Le- -e J $yyyccc��� -0" 8' 0"HDR HTI "'o 1' NSULATION .... \ �� ��$ ROOF PLAN .F R-19 BATT INSUL _ SCUPPER,TYP. Z .-52^ `=---=— = f 5050X0 TEN vVi !III A73 ROOF VENTING BDRM 2 Ai . ..I: \ GARAGE ........ � LEGEND Aft a Ill n ATTIC AREA'A'-594 SQ.FT, 594+150(HI VENTING r � ONLY)-570 SO.IN.(NET FREE AREA N.F.A.)) DATUM ELEV. FROM SECTION 'A' RIGHT ELEVATION '1' REQUIRED. PROVIDE 7 CRICKET VENTS 0 84 SQ.IN. o n N.F.A.EACH. TOP OF SLAB O 0'-0" 1/8"=1'-0" 1/8'-1'-0" 0n T.S. I TOP OF SLAB/SHEATHING Z L I T.L. B.L. I TOP/BOTTOM OF LEDGER I 0 i'°� o N T.B. B.B. I TOP/BOTTOM OF BEAM0 to=v T.IP I TOP OF PLATE U l' �.F II ;1 T.O.P I TOP OF PARAPET Z o 4'mom GANT(NO VENTING) II BUILT-UP ROOF'ON 0 r'-1 R-30 BAIT U 'O A"PLYWOOD OR.O58 DECK 0 . INSULATION 14.-10 T.O.P. / , B.O.L. 1607TOM OF LINTEL '� I � ® 1 L- d j� J f1" w ' I IJ A 13'-4'T.O.PV �n {L N 113'-4" 7P I 14'-10'7Pi / t 11Z'-4"T.O.P r `--- ------------ -- - -� V Q SLOPE MIN.AS REQ'D.BY CURRENT CODE ___� 11'-0" B.d �_-' �-' �12-4"TP 1 3 0�.-TAPER WALL 2' W ■S'r:i{:;:'r:r I —`�-� I i ' �al t 10'-0"8.L1 Ia'-0"HDR HT 'S 8020-0 m :� l ,o kl ----- • ii ,,� ,,011 IllIIII R-19 BATT INSUL. c 6050-XO J 8050XOx .:::.Or m 1,, - 1 .— -, lzoao-oxxo w/ ,8 r' i NOOK GREAT RM MSTR BDRM L-/ 12020-0000 ABOVE �' o 101110111111,40k."-- -''''' i0 -,-.,,,i 111.17'."'-- r. T.11 ROOT FRAMING SECTION 'B' REAR ELEVATION '1' UNPAGED OR BLOW-IN INSULATION LA LOCATED AT ROOF DECK SECURE TIGHT TO ` � _' DOTTOM OP DECK TYPICAL N 1BAR \; DESIGN CRITERIA: \- .%'. NOTE: �' 1.UCHT COLORED ROOF COATING OR MEMBRANE _ SOLAR REFLECTANCE GREATER THAN S0% 1. BATH&LAUNDRY 2'-0` I " 15'-4'T.O.P EMITTENCE GREATER THAN BOX r-` -_, EXAMPLES: WHITES&OFF WHITES EXHAUST AS REQ'D 14'-10'T.O.P. (NO SILVER,BLACK.BROWN,OR RED) \ 1 I P \ 1 2.HOME MUST HAVE MECHANICAL FRESH AIR VENTILATION BY CODE. ______________ 1 EQUIVALENT TO THE FOLLOWING: ` - ..g .p ,I , ( &WmN ---------� L 12'-4'LO.P (BEDROOMS+1 x 15 CF41) o s---- N.M.H./D.R.B. 8'-0"NOR HT.1 E.S.E. NOTE: THIS DETAIL FOR All JURISDICTIONS ❑ ❑ ❑ 3'-� � 6030-0 OPTIONAL MEDIA CENTER AND — ' 2420-0 0 2 4020X0a'f I 0 I 25 NOVEMBER 2002 WITHIN PIMA COUNTY ONLY � GAS FIREPLACE � 4046%0 4Q46X0 +4" SCAA 'BELOW 4000'ELEVATION" o"F.F. Sosoxo — / _ -r� o'- - 0'-0"F.F. 1 8-" 11aNO. U.N.O. NON-VENTED ROOF DETAIL 1581-98.02 N.T.S. PARTIAL REAR ELEVATION (OPTION #5 MEDIA CENTER&DIRECT VENT FIREPLACE) LEFT ELEVATION '1' A4 1/8"-1.-0" 1/8"-1'--0- 'm 8 of 22 REVISIONS: BY: I. r--1 b. OPTION #8 PORCH EXTENSION \ I=_ r\ NN CLEY MI IOC TYP. 4( CHIMNEY W/SHT MIL CAP 8 SPARK ARRESTOR O 4.12 I OPT'L FIREPLACE STUCCO I I MISSION TILE ROOFING.TYP. 13'-0"TPI REVEAL TYP. +Z' +4' NINN �_� PARAPET CAP t4 Ch ILIF .________I----______ 0 0 ti 1 L________+2" ) --.......__ _ yp AREA'A' I 19'-0"TP -- --- COPYRIGHT© 2002 1 I- UCH T o o ROOF BEYOND e .rr--1, DG WALL BELOW,TIP. r / 61 r+2' t2 [ Q`ADDRESS NO. +2� o h d I / a I I K �s,'LLJ� (�y STUCCO _4 +2* \ +4" +4" +4" 01 rJw' OPTL SKYIT. VC ' Q a 6050X0 \ Ili LC.B.O.#4063 .0'-0"F.F. iv +4' \,fl ) 8070 GARAGE DOOR --- 16070 GARAGE DOOR �� O :x 3 CHIMNEY do MTL SPARK I \ I I , ,1-7 I - I I O ARRESTOR 0 OPT'l 3080 W/ - FIREPLACE 1070-0 TEMPT) O N 4:12 4:12 SIDEUGHT /C' CC t V, TYP. TYP. FRONT ELEVATION '2' CV a C.MIEN 1/4" 1'-0" 3—PLY BUILT—UP ROOF G W W 0 i -' ON 1/2"SHT'G.— TYP. J e \ 1 � ° 0 1 --, e O Q N,4, I I -ATTIC AREA'B' r-' , 1/2"VENTED PLYWD CRICKET, 1 SLOPE °- SEE® APPROVED TRUSSES O 24"O.C. _ i -' O CC E liar IS J O SCUPPER,TYP. ° ItL$" SEE® -, , 'I i.I 10.-4"T.D.P. / 7 " �y I9.-0"Te G a ° - m i I 7 �I 1. j `11' 4"T.O.P. 10'-4'T.O.P.I 0 ( 8'-0"NOR HT. ? ��7 I:^$ I SEE SCUPPER. TYP. I , ",=��,' r-- * 10'-D'F.F. , p1 W m t-) 1 1_--_ `� 5050X0� 414vDo IIII I ~ MISSION TILE ROOFING,TYP. i� TEMP 0 \, RDRM 2 FNTRY GARAGE f, , r I w S ROOF PLAN '2' la� o 1/6=1—o SECTION 'A' RIGHT ELEVATION '2' LEGEND 1/8'-1'-o^ 1/8=1'-0" Z _o ROOF VENTING DATUM ELEV. FROM NMf MI; FOR FLAT ROOF VENT SEE DETAIL 5/D1. TOP OF SLAB ®0'-O' V/ ILIb 1 ATTIC AREA'A'=2664 SO.FT 2664+150(HI T.S. TOP OF SLAB/SHEATHING I V N VENTING ONLY) 2557 SQ. IN.(NET FREE AREA T.L. B.L. I TOP/BOTTOM OF LEDGER ° O Inv N.F.A.))REQUIRED. PROVIDE 2 SIDE WALL LOUVER p U I, v VENTS(1 AT FRONT ELEVATION 0 800 SO. IN.N.F.A. APPROVED TRUSSES•O 24"O.C. I F AND 1 AT REAR ELEVATION 0 1757 S0.IN.N.F.A.) T.B. B.B. I TOP/BOTTOM OF BEAM -1 IN \ T ATTIC AREA'B'=566 SQ.FT 566+150(HI VENTING T.I� I TOP OF PLATE 4� GABLE END LOUVER U ili ONLY)= 543 SQ.IN.(NET FREE AREA N.F.A.)) i ..1 /r REQUIRED. PROVIDE 7 CRICKET VENTS O 84 SQ.IN. T.O.P I TOP OF PARAPET '� I IL N.F.A.EACH. 2 ' ip -14 V vi B.O.L. I BOTTOM OF LINTEL ,-- 1 W 19'-0" TP (� �-�� N _ d i III 1 H 18.-0"HDR HT." ■ 9'-0.TPI W 2 m 4. o o a <� O , I o l�-- o$ 10'-0"F.F. t 11 I 1 -� 6050-X0 a0 m o At1 ri FAMILY RM, GREAT RM MASTER ,��: I , t \ , 0'-0'F.FF lb!`++11 n BEDROOM 12080-oxx0 wJ g0�pxp -�^ `.. AI12020-0 SEG.ARCH ABOVE YV/802R-0�0� n 1. SECTION 'B' REAR ELEVATION '2'• SEG.A , 1/8"=1.-0" 1 8"=1'-0" :' _ ' • C"? 1 BAR ' r-1 r V.1_-1 1 I I i12 1 pYwl �`� \ N.M.H.�D.R.B. :Cr J aaaaa 9'-0" 1P E.S.E. - r :1: 1e OPTIONAL MEDIA scaLt D REC T VENDT OI 0 HDR HLGAS FIREPLACE III0'-0"FF4046x0 4046X0 I ' , ,t \ , 0'-0'F.F,, PARTIAL REAR ELEVATION (OPTION}'5 MEDIA CENTER do DIRECT VENT FIREPLACE) REAR ELEVATION '2' (o OPTION #7 EXTENDED PORCH) LEFT ELEVATION '2' A6 1/8"-I'-O" 1/8'-1'-0" 1/8"=1'-0 stony 10 or 22 REVISIONS: BY, \ o ::: :z::: P CLAYTILERMISSI NOG TYP. 4I— I I h CHIMNEY K AR EST R OCR OPT%FIREPLACE STUCCO REVEAL, TYP. � PARAPET CAP I I I TYP. F l I 13' 0"TPI +2" J — 10'-4"T.O.P. t^_JI I _R., +2- -~� `• - `Z'l [ CO4,TRIGHT© 2002 (IF ,8'-8"Tfe ® ...... ` j LIGHT .' ROOF BEYOND L —f r �-+2" +2� ADDRESS NO. +2%� r of I II 4:12 .{��\ 55 ��" ( i TYP' -8LDG WALL BELOW,TYP. FlNISHO r +2' +4" +4" +4" r, ( c 6050X0 Q / n I 8070 GARAGE DOOR 1 16070 GARAGE DOOR I O Z o F IUl ® I \ ,0'-0"F.F. +4" I I 3080 W/ N OPYL SKYLT. 1070-0 TEMP D CDI.C.B.O. /4063 SIDELIGHT C"♦ CC CHIMNEY R MTL SPARK FRONT ELEVATION '3' N Q ARRESTOR O OPYL lll.Il..�� FIREPLACE 4:12 412ri 1/4"=1'-0• TYP. TYP. _] •O Q W LW I 0 -1N _ - ON 1/2"SITYG.3-PLY BUILT-UP ROOF'G `> r - TYP. O 12 e r. __ __ ."- A APPROVED TRUSSES O 24"O.C. 41— I 1 ` O fit. -,-...,,,,,...:--, szip:4., ,, ::.��.•�: CRICKET ROOF VENT,TYP. �' L__J �.`�:::` SLOPE /- _WJ Y SEE 11111111 o I :. ° al _ - __ \,D'—a"T.o OPT L __ }} #### I r 18'-0"B.L. 2'EXYS i{ i{ 11'-4"T.O.P. t-'� I S I SCUPPER, TYP. co SEE i , I R - i ~^l Allili � m , 8'-0'NOR HT. z :4=„� :2 ( S.M. SCUPPER.TYP. I J- _` n ti ems, .� ° �0'-0'F.F. �- i��} SEE ' W '�{#l} I `i 10'-4"TOP. } D, F Z"1 r_ I }� .� 1 i sosoxo aoso>�o g - + ` i _ OPYL 2'EXT. - Mail FNTRY GARAGEIiir TEMP 0 J ��_ #� �I © Y 1 r r r CL Ny � MISSION TILE ROORNC,TYP. SECTION 'A' RIGHT ELEVATION '3' 1/8"=r-0" 1/8=1.-0" 0. ROOF PLAN '2' Z LLB 4 1/8"=1'-0" I' I..V i i I 0 N ATTIC VENT CALCULATIONS: LEGEND (' � H v ATTIC AREA- 1900 S.F. APPROVED TRUSSES 0 24"O.C. o �+ F DATUM ELEV. FROM .W 1900-300-912 S0.IN. I PROVIDE 350 SO.IN.FRONT TOP OF SLAB 49 0'-0" I r 600 50.IN. REAR 12 t _Z n TOTAL VENT AREA 950 SO.IN. T.S. TOP OF SLAB/SHEATHING V A 4r 1 I GABLE END LOUVER ,..I T.L. B.L. I TOP/BOTTOM OF LEDGER Pi 2 1 I —� 12 /R V `1 T.B. B.B. I TOP/BOTTOM OF BEAM _ ��- 1 �4 W 9'-D TR N a TA I TOP OF PLATE I }I I �` �, T.O.P I TOP OF PARAPET IIII IIII „ 1 8'-0"HDR HT. r9'-D" 1B1 r mmB.O.L. 1 BOTTOM OF LINTEL 2 IIp T o� i0' 0'F.F. ` �, ` mB6050-XOs'`'1 oFAMILY RM. GREAT RM MASTER ‘,"'i r t r r\r\ r t O-0"F.FF „ I. Q- DEDROOM 12D80-OXxo AY gWo�pX x +x 4/0 12020-0SEC. ARCH ABOVE SEG BoACH0AR(Vn 2SECTION 'B' REAR ELEVATION '3' 1/8"-1.-0" 1/6•=,•_o" _ i0,'-�� 13447 • EVAN SIN ' EGLIN '.%.,fin' 1 NAM N.M.H./D.R.B. MOMS OATt 8-8"TIP, 25 NOVEMBER 2002 ❑ L.] 0 I 1 I —17-8"HDR HT.! 4-1 0 U.N.O. 0 2020-0 O 1 VALI 1/ "- — I 4020X0 JON M0. 3050-0 m 4046X0 4046X0 1581-98.02 5050X0 r-) , t r 0'-0"F,F. r v \ illO'-0'F.F. REAR ELEVATION '3' Co OPTION #7 EXTENDED PORCH) LEFT ELEVATION '3' A7 ,/8"=,'-0' ,/8^=,._0- star 11 or 22 . t ' 2t J - _ F LJ i O KEYNOTES: REVISIONS BY ` ,/ ot2e02 de ..\ t STUCCO FINISH(f COAT SYSTEM)0/1 FOAM optm bay �A i -- - 2 LIGHT PER ELECTRIC PLAN • 3 CPT.FIREPLACE FLUE/2'ABOVE ROOF KY AWAY i ' (FLASH AS REQDJ LIKE OF CEILING( 5 Z. 1t....„..,.. 4 l OF ROOF(BEYOND) ) ,, - -_...--- —_—_—_ 6 FASCIA PER DETAIL SHEET - 7 CONCRETE OR CLAY ROOF TILE(VERIFY WI ROOF T. FRAMING FLAN) } ?.__ ______, _ - E 'CO 0 El F_^T„y !, d T1 - _- ARCHITECTURAL FOAM SILL(WI-ERE SHOWN ON ELEV. , , Ei] _ 4 ,__ t 9 a n ro r 1 p I I i ° o - m �' I TO 8/DT1 FOR WINDOW BUCK ;' e • _ a O O N pp 0'-0'FPE 4 = — �_�-. SCAM:v4•-t-0• RIGHT — — — .0... g °PT;',I M. BAY s j L T N E (:;:r.....................„..................o...o. J .*-....----.......--..."..--------7... ,_ ,_ •_.. i 5 I:u : ) ; _ fI i elir 1 . 1-,- 441 I 0'-0•FF.E. I . O / SCALE V4•-t-0' REAR 8 A 5 Z 0 — _ ` I I —1 _ N g u)° t f° v 0'0'FFF. f - _N LEFT 00000 o COa N Or IM■��� N , Z ..._ r t �i 1 I �j n za � _1J— — f W 11 ICI w aIOPED _ SLOPED u. I I i -I 1 '0' J B O.LEDGEF Q i \ . �— — l a scr 2787 T ,� r, -J�J Li i 1 `4' I --�I _ Date June Ot - J —r (I — I...--'.' L __i1 L_ I Draw,,>.Anderson rI i h a,Job DOtE 1 L— —L.I ------.__,I_____ slrel • • �— - — -Y -- -• -- -1 — L----- r- IL-- '' 11 1 0'-0'F SCALE:v4•-t-0• FRONT ELEVATIONI of U' ' 'tMs sheet s K•!T all Listed scales are 10 c'the stated s ze r - r r , ♦ , r r I'r�`I ' -"-' KEYNOTES".1 _..-�•--"� � ! - r i ■ REVISIONS BY I--- { Ot2a02 bayR JTA 1 (FLASH ASTUCCOS FINISHRE00�()-COAT SYSTEM)0/t FOAM Ca m 2 LIGHT PER ELECTRIC AN 3 OPT.FIREPLACE FLUE/2'ABOVE ROOF 10'AWAY b �—� 4 LINE OF CEILING(BEYOND) / _ J r t I I LINE OF R00F(BEYOND) `° -- __ ._ - _-_ — -- — E FASCIA PER DETAIL SHEET I —. — Y ROOF TILE(VERIFY W/ _ s:I —- --------- -- — _ _ -----„) _ �FRAMING PLAN)CLAY ROOF -—--------— -—--- 0 -0- —_ " ARCHITECTURAL FOAM SILL WERE SHOWN ON ELEV. - , LI 0 ... I E —� 91 1 I I . d n y 3 r n _J ] •i •a •TO 8/DTI FOR WINDOW BUCK} F , N $ FF li___ SCALE:V4-t-0' RIGHT 1 }' .. OP,T: M. BAY gg F-L_I-_I 6 = V 6� 5 fi _!. "'"'.. 1 al. i Nair cr.-------< ) ? v i_ i FII o I I � I it° / r ©00 0'-0'FF.E. _ i_L__ ' _,,,,phrei v 'lo O \z H / SCALE Yq'--0' REAR ,sa g ev N t. Z t N --J I — W _ 5J 1 Ill CD i Y3 g v N - — — — - — — — — — — — — — — — — — — —T, —r / ©00 Q © 21 21 0 . 1n Ln LEFT ' g R ►- ... / _ _ Z o J • q. Ifan Ilk g tJ l I 1 I +q m Plan 18 — 2787 ' I I 1 rn ` Date Ana 01 DT1 —_ — I I ry O awnJ Andersen I - i---'--ter • --- ..-. ,------ I b 0.--_ -T—-.I - _-----r-—T-----—--�- - 1— - ---—1-- [—' —T --1—-—- -—-ram----r--- - --—r-— �3.2. SCALE:V4'-t-0' FRONT ELEVATION Po, n Sheets I It this sheet is 11'a 11T all listed scales are 1/2 of the stated size I • 0 KEYNOTES• REVISIONS .Y, 1 STUCCO FINISH(1-COAT SYSTEM)0/1 FOAM 2 LICHT PER ELECTRIC PLAN 3 OPT.FIREPLACE FLLE/7 ABOVE ROOF X7 AWAY (FLASH AS RE001 4 LIPE OF CEILING(BEYOND) // 5 LINE OF ROOF(BEYOND) 8 FASCIA PER DETAIL SH 8 EET _- 7 CONCFETE OR CLAY ROOF TILE(VERIFY W/ROOF t in ___ _—_—-—- FRAMING PLAN) o n 1 a I d 0 • n o 0 0 0 0 v SCALE:V4•-r-0' RIGHT 1 ......... , fi 44 cn °' . ii L ... 6 ilia , , 1 . C, ! LI , . ei(1,90& ig \ SCALE:va•-r-0• REAR g i E CA s Z ` r rT a O El El ci , _ -� W SCALE:V4•-1.-0• LEFT a 1,..rLL, 9Q0000 W §n n i i a 4 -i - 1 E 6-1' i * IX *0• r" +0. �. B.O.LEDGER 1 +2 ) Wall MI t +2 1 _ --- r +2 t +0• Flan 2842 J 4• 4• I +1 +7 1 Da Aup 9B Mil !D I MI I yp i— +4• +4. .V(karma Anderson — _ 1111 I.- —— —— $lob in 98038 p 1 Sheet rN _ tv 1 ',____ ___ ___�_T_ �_—_________ ,� - �I �_�_____�,n_, _ !----4 �. a•FF.Eb3.1.1 �r_ OPT. FIREPLACE SCALE 1/4•-r-0• FRONT ELEVATION n I. if this sheet Is n a IT all listed scales are V2 of the stated size 0 KEYNOTES: REVISIONS BY N 1 STUCCO FINISH(1-COAT SYSTEM)0/f FOAM 2 LIGHT PER ELECTRIC PLAN V 3 OPT.FIREPLACE FLUE/7 ABOVE ROOF 17 AWAY (FLASH AS RECD.) 4 LINE OF CEILING(BEYOND) 5 LME OF ROOF(BEYOrD) to i A I 6 FASCIA PER DETAIL SHEET 8 L _ 7 CONCRETE OR CLAY ROOF TILE(VERIFY W/ROOF --------_—_�------- _ FRAMING PLAN) Y 1Y V C 6 n 1 o n 8r. r 0 ' ' g g 1 Si d ' 0000 s 7 SCALE:V4•-r-0• RIGHT r-`i1 — u) ap 1 C . 4 — , , I . .... c2,_ ,2,1 .! ? r �I� f I �- i I i , r .\i 4.___— .t. rii]e , SCALE:v4•-r-0• REAR �� ,t g CO n I O J1-----,, ...,.,�; b F- .....- - —.1'r EDD _ , I".9 §.1N 1 - Lill -6 - . :4" i „„ t — i m� I �1 SCALE:V4.4-o• LEFT - - r�J,; ®0 2 000 I g � i f1.T.'''''''' A 1 _.... 1 , i i * ul L1 L L -1— kir-—---1- tt Kr Ky r- In — ,0• j2842 . .__ , Date Aug 98 i +a' r•4' +4' e.R awn J.Anderson L — I _ _ __ H +4' +4' ci,Job 98038 '2• u' shee` —iIv IF 1 1 -- -0'FFE °e3 2 1 c---Y—r -- r' —i--t-------------,',--r- ---------- �-- ----- Z -r...__ __.,-T., —T - --- - —rrr-- - - OPT. FIREPLACE SCALE'V4•-r-0' FRONT ELEVATION 1a o sheet: If this sheet is 1i x 17'all listed scales are V2 of the stated size 0 KEYNOTES. REYIB10N6 dY 1 STUCCO FINISH(1-COAT SYSTEM)0/r FOAM / 2 LIGHT PER ELECTRIC PLAN V 3 OPT.FIREPLACE FLUE/2'ABOVE ROOF 10'AWAY B (FLASH AS RECD. 4 LINE OF CEILING(BEYOND) 5 LINE OF ROOF(BEYOND) Ti, - H d Li N d 8 d Id d d # 6 FASCIA PER DETAIL SHEET 8 R R _______________ j 7 CONCRETE OR CLAY ROOF TILE(VERIFY W/ROOF L-- ------ ------- -�— - FRAMING PLAN) o IP rl a I 4 2 : e e I � rn nn i N 1 � H i 0000 -- -- - - - --- - - - r '' SCALE:114•-r-0• RIGHT t-�'> r,, C., g .-,., — i I f I C ` 3 2 l i Iy�lW, �lI1 �, #\� o+g '2 SCALE:1/4•-r-o• REAR . L r g cn Z � a f LLI —I E eI -- ----- - - — — — — — — — — — -- --- — — — --s,r-- -r-.-t. --- A 03 g 8 m SCALE V4-r o a LEFT r, , V Q N - o ®00000 aR • o 't? - ,, 8,- Lo.Lo z Z i * W 4 G d j d kJ Et idIdd - 1. fri_._ r CO 1 ' ao.LFDCE o = � - +0• +0' ` ' i Daante 2Aup8 98 4 2 . 0r I 1 ,o. r -_. _ � 1( +4. I +4. I 11 E pawna Anderson — -.1.— c i +4 +4• b +2•` I I • I i , P., L_L� _ tv I! Sheeob t98C38 / /I ,/ / !I _ ,_ v. ., __,.1—, - OPT. FIREPLACE SCALE v4•-r-0' FRONT ELEVATION " 0 Sheets If this sheet is T'a wail listed scales are V2 of the stated size . 1 0 KEYNOTES I REVISIONS BY oast JTA . I \ I STUCCO FINISH(I-COAT SYSTEM)0/r FOAM I I I :l 2 LIGHT PER ELECTRIC PLAN L I I T - I 3 OPT.FIREPLACE FUZE/2'ABOVE ROOF 10'AWAY J I I a-- - - 1-- 1 (FLASH AS REOD.) —-—'—-—-—- I t ��^ -----_J 4 LINE OF CEILING®EYONO) ' I I 1 I I-AC' l I I I I I -- -- 5 LINE OF ROOF(BEYOND) L- 1 I _ M 6 FASCIA PER DETAIL SHEET � L----------------- t__ - ----- — — --- --- --- ----- —_—_—ram �q I _ 7 FRAMING CLAY ROOF TILE(VERIFYW/ROOF o _ --_-___—_------ --- I 1 ;� 0 _ i..,.,.i i.....,i i......e �; s 0 3a o zs ll '1 _ - l 2 g n Jj 3 � 00 0 � cn 1 _ -- E 0 8 7- }I I SCALE:v4•-r-o' RIGHT U (I 1 co 1 I Z 1 , , VJ I I I I 1 ,--- 1- 1 g 44 ,__- L__,- ---- L------------_-�-dl� ki d d. d.. -� -� . d B �•— ----- - --- --- -�-� -—- . O 3 1 i 71 sC° '- LL ill LI I I ! a. ...: 2. 1L—J F t �----1 -- - I J k. 3 •sCREAR r1hi I v) I , _______ ___________________ L _J J tizil .... 111 �. J i I olio Eji li 0 fJ a o :'i! ;1 4. 1 -------------- /I 1 u::,�-1'L:kVb'..': �:IOa 1llt. fbp ;.(igis -- - -- _ - - - --- _ - --- - - - — —_- - ©0000 ;,...�; 4 •SCALE:va•-r-o• LEFT '�+1 at ynS 4�Nt 1ADDror�,e Ct7f.sU�'fD9armltU • Vgt: toEe uu A CO E g''no. rcat ot.ri r g... i su o 4 %elat�'E, wot►IoIkmDg;)G.M ag f c 7 . �. - 1 r v It L J i � _ � 0 � __ I L----------- 1 1 1 , fo * 1—Lu:i c U: a -�' '`'' ® ® ® , U.__.� 1 C—� � o o'1an 3541 �- _ t -�! Date Sept 99 L— Drawnl Anderson +, ( g roe 99008 (•n y T Yh11 I I t t e c _ ... ! __—_— _ —_��- _—__�--� t I 1 � FFE b3.3.1 I., v SCALE:va•-r-0• FRONT ELEVATION II this sheet Is x 17-all hsted scales are 1/2 of the stated sIze RRv 5ION$: IIT: \ D'-4•TDr. \ [ 14'-01OP1 . `Is'-4•TOP. .—. ,12•-+•TOP. 1 _ 12•J•TDB 12'-4•TOP.i t- / \ / \ \ \_ 11'-4•TOP.i 1 © 2003 = 1 I 0 0 L I L p I D , Q U ]•UI.NT a �AoO•B S NO. j Fill 1 — M \ r- - - - - -r1 z _ r - - - - -1 I 0 FRONT ELEVATION 7 N aCe WJ$ QN 1 cc O , 1 0 ,12'-4•T.O.P. ` 1 e I2•-4•Tar.1 �J�_ _ / 1 Ff� / 1 lLL1JJ 11•-4•T.O.P. 1 1 1_r e-. e J - I. O -0 J I. 1-- OPTL 2'-0" 2 0 5"f a�cE ExA TER ----' w— w IF 4 r4 t 1 , C-4•FP► l '.11 a III AF RIGHT ELEVATION 7 Z ar 0 W 1. o� = U $ O =o N OF `JW ~\ H Z_ I o m 1 14.-10 TDr. -h A I W I / N I 12'-4•TDr. S'-4•TAP.1 V ♦ h Jr . . .. .. 6 .:„ _ r t l 1 O•-O•Pr F -0, 1 : . t ► .Si W n g-- AI:: REAR ELEVATION 7 • I 14.-IQ'T OP, 4'�•TOP, � _ I2•-4'TDr1 1_>=df=TVn ` Nl ••• .M:/D.R.B. -0. A pATDATUM�GV.PRgM MOOD - �1 I 1 T 1 I TOP OP SI"AD/epeATMINs E.S.E. J(�1 r• MI 14 JUARY 2003 , 3 J I ) T.L. DJ". I TOP/DOTTOM Or ULDse• +nis u t-r 0•0'FP► T . DD. TOP/DOT70M Or DCAM X41 4. 1/8-.1.-0- U.N.O. 1581-98.04 T.t I TOP or PLATE TOP I TOP OP PARAPET - LEFT ELEVATION 7 eoL. I Sol-tom or LINTEL A2 SCR 2 a 4 _, 1,EVI9011S: BY: I/ ``\\ I 1 i 4411/1/1�I�//M hip\ �-"'"* 0 = A�/� \ 11'-10"T.O.P. C� ___r O�� `\ 1,'-0'T.O.P. m 19'-0'TP i�i�i1�1�1��1/u-...li�i:r..� ���� I C0PYR1GHT© 2003 r- 2 o"'�^� LIGHT ❑ ❑ F_-------_� I 1 ----ADDRESS No. , L I- -f / I I I \ I I 1 J I Q V IIL ,0'-0"F.F. �_. f `1''"� I 1 11 ll 1-IL Z O O M N CU FRONT ELEVATION '2' N Q CC 1/4"-1.-0" J ›„ WJ$ N Q a O > 1 ? cc L i O a ,11'-10"T.O.P. r 1 (/ II.-0-T.O.P.,--'~ rt" 10.-2"T.0.P/ tei ti----.o -0 0 owl. 6-8'Tt+ 0P 2.-0" Z GARAGEOMEXTENSIONS aJ 4 Mg RIGHT ELEVATION '2' ve...,._o. Z W a i1 i. 0 w 7$ alUF_ J 5==` Z T AA o 2 11' —14 Om et ai 1,'-0"T.O.P.O, - / �� W 10.-2"T. P,// ------ r 1 9'-0Lx, is ELIri. 6 Q� r 1 0 u N i. REAR ELEVATION '2' 1/8"-1'-0• mom \ LE N.M:/D.R.B. I \-1 COMBDATUM ELEV.FROM E.S.E. TOP OF SLAB O O'-0" OM 9'-0" Sµ 14 JANUARI'2003 - n(��' T.S. I TOP OF SLAB/SHEATHING 1 t T.L. B.L I TOP/BOTTOM OF LEDGER I =1-0"U.N.O. JOB IC. �....., r-----1 T.B. B.B. I TOP/BOTTOM OF BEAM 1581-98.04 ] ,1 O' 0"F,F,. Tit I TOP OF PLATE LEFT ELEVATION T.O.P I TOP OF PARAPET A3 /8_,-0' B.O.L. I BOTTOM OF LINTEL BIM 3 or 4 _ 1 Or: 4 .. , , , , ...: , r_ 11'-0•T.O.P. Z ❑0 0 1 l 0.—2-T.O.P comlpo© 2003 ci l _1 101 m f�. 1 1 1 l��p� a ,8 8 T[ UGH — i-_____-----ADDRESS NO. L ,0'-0-F.F I I I ` \n tt l I I ir - - - - -1- -Y O N FRONT ELEVATION 3 _ Q W J$ 0 aN gO ^C] Cg_, L J ,11•-10•T.O.P. 1 1 11•-0•T.O.P.�/—� y_ el.-8 Tr{ Fo 1 OPTL 2'-0' I l- . GARAGE E><TEN510N5-----'' I f ) f 1 • 7^ O'-0•F,F1. $ r�6 4 t t , `�s--1 a .a �+ S RIGHT ELEVATION '3' 1/8-1, 0• Z 0 o rf I V $ p w =N av 0 1- � =W Z U I C 1 1 J c a ( 5 W J ,1 t-4 T.O.P. Eil m,o r ,--, -,,-.:„.-...-,..:!.,, 6, &,,, :„.....„5,:„..,..„ i.,:.,.: ,_ , _10.-2•T.O.P,�ti � � - < ...::,....: ,t , I ,1 0.-0-F.F,. C b n • REAR ELEVATION '3' 1/8•.1.-0 LE err N.M.H./b.R.B. ` I DATUM ELEV. FROM 1 E.S.E. -g_0• TOP OF SLAB O 0 0• sus 8'-8 �, 7.5. TOP OF SLAB SHEATHING i4 JANUART 2003 s rat T.L. B.L. I TOP/BOTTOM OF LEDGER 1/4•=1'-0•U.N.O. Jai is f l I- 1 T.B. B.B. 1 TOP/BOTTOM OF BEAM 1581-98.04 C.......... f 1 11 1 ILL.-0-F,F,, it I TOP OF PLATE T.O.P I TOP OF PARAPET A4 LEFT ELEVATION '3' B.O.L. I BOTTOM OF LINTEL ,/8•-1.-0- van 4 or 4 1 ..-$ uN 2R 1 �u i 74.-10" /._ 1 / 4 ,:..: D g ,',..-. I 1 l 121 G ??1 Ini 79 • I t , s'da0'tw'Sl�S1�M'tsCi'xkti..t.. :,�: ` -J max , p. „ .. 4 MINIM 1E. cl 0 I' 0 ., 1 33 I. o i-1- r :i L*JLoJ Z p lq I . rit)ri I a .- kr I ,__ _ __, 1 - -,___, ti. ,.,1 1---\ ,__I__ ;t.4,, H A; + A r:,II I ,kg,... ,..1% .'X,i,: :,: , xo Vc; 'm`o11 I \ IQi i i .. \ \./ f.: os II I w; i 1.1 II II 1 . 11111, \40010Valwrilk ; .. .auI ' 1 i aX 7 L L L 1 i1 I II II II II II I I ES. II II II II II II II II II II II II I �I II T J r ;� �- L _J iiiii 1 11 i I 5 Z iggeti • EGLIN/COHEN it MODEL 2300 D a� ora , ARCHETIECTa A.F. STERLING ORO VALLEY, ARIZONA i Z m 2000 I"R"C. 0 7840 E.'ROADWAY BLVD.. SUITE 160, TUCSO$,AZ 85710 7677 t A"� g FAX(520)815-2666 TEL(520)685-44SS T�'Tq'004 in-�6 I�OCR PLAN �, 1 3573 E. Sunrise, Suite 209 Phone: (520) 577-3600 Tucson, Arizona 85718 Fax: 574 License(520) #B7/08073-0634 A.F. STERLING JAN ) 7 2003 Oro Valley Design Review Board General information regarding our Vistoso Gateway Project Number of Lots: 50 Average lot size: 36,926 square feet. Maximum grading allowable: 18,000 square feet(lots 1 through 31) 12,000 square feet(lots 32 through 50) The following is the list of allowable color schemes and allowable combinations of paint and roof tiles. Body Trim Roof Tile Cinnamon Glaze Summer Pecan Carmel Blend Clay Flagstone Blend Kayente Blend Chatham Tan Traditional Tan All Colors Chantrelle Cameo Brown Flagstone Blend Estrella Blend Sun Lakes Blend Barrington Brown Banyon Beige Estrella Blend Flagstone Blend Sun Lakes Blend All concrete tile will either be flat or"S"with a brush finish. All clay tiles are"S"tile Building Square Footages Livable Garage Entry Patio Rear Patio Storage Model 2300: 2323 s.f. 447 s.f. 61 s.f. 210 s.f. 159 s.f. ,‘ i o t .1 I 1.... .., I 5 ' _ . .. ,,. „ i . -,, . , , ,...,. • 0 a ,,, M , 1 '...... -„,...., ,.. ...............„.. ,',..4. ..:' ,- :',1,,,-.'"'- : •:.',,,'. - .- ',,-'''' .c 0 , A.,., 1,.. e -,,..,4 •! , `,2, 1 : t ; ''''''',;,/,',,,,r''=44,C'e',,,?, ,111..,‘,.-tt,,ilii'k• r. t x ,,, x - .„ 3'.• '1!,.7.,',s b ' ,,01'',74 '' '•.' :'" '.. '• .',' (; ' • ."1 IL1 ' '',..i',•'4.' ' ',.." ,' ''' • •r. , +` '.*). "i:i, 4:4.'P,•'.:." .40:.:''4 , ____ ? MI ,„.:‘,471.•14.11.**114. 00.., Y1 i 4, --4 -,-- , * 41-44r---.4 """*.* 'Z.4340,41401•4%,44111114.44,444,1141 I r" 1.1/ X — 12,ft CI - ,imPlproPrisb.Oiloknmil,AO NIki, 11111110111rt00.0111044011111111*".......,, 4M1.4010111M111101100101111004,. ' 7 ' (*) ,RiNiimmoirMilmigammayk,.'' ' ,...=,7;7 ra) , duarbamwmfaraw F A 7 .4,,......, 4 9 9 , 4 „ ! it iik g ,„ .... .. .„ t : , . g ' 0 ! 's 11! , . Ng... „ EL:, i !" I ..# .,,,, • VISTOSO GATEWAY A. F. STERLING BODY TRIM CINNAMON GLAZE SUMMER PECAN CHATHAM TAN TRADITIONAL TAN CHANTRELLE CAMEO BROWN MLA BARRINGTON BROWN BANYON BEIGE s MINUTES OF THE ORO VALLEY DEVELOPMENT REVIEW BOARD MEETING TUESDAY, FEBRUARY 11, 2003 ORO VALLEY COUNCIL CHAMBERS 11,000 N.LA CANADA DRIVE REGULAR MEETING CALL TO ORDER: 6:01 p.m. ROLL CALL: Present Jim Vogelsberg, Chair Clark Reddin, Member(6:10 p.m.) Richard Feinberg,Member Al Kunisch,Member(6.45 p.m.) Nancy Mager, Vice Chair Mary Caswell, Member Absent Jeff Weatherford, Member Others Present: Bayer Vella, Senior Planner Craig Civalier,Development Review Division Manager David Ronquillo,Planner I Thomas Keiran,Planner I Kristina Curry, Secretary II REVIEW AND APPROVAL OF JANUARY 14, 2003 DEVELOPMENT REVIEW BOARD MINUTES Minutes were approved with corrections. CONSENT AGENDA A. O V 13-03-04,ARCHITECTURAL REVIEW OF A CUSTOM HOME, LOT 31 IN THE SUNNYSLOPE SUBDIVISION,PARCEL 225-141-580 The applicant has submitted a custom home for review. C. 0V13-03-001, OWNER/APPLICANT KARTER KAY REQUESTS ARCHITECTURAL APPROVAL FOR A CUSTOM HOME TO BE LOCATED AT 10995 N. BROADSTONE DRIVE, FAIRWAY VILLAGE SUBDIVISION LOT 12,PARCEL 224240490. The proposal is for a single story three bedroom home. The property is zoned El Conquistador Country Club Planned Area Development, Area"C". a 2/11/2003 Development Review Board Minutes Page 3 2. OV12-02-21, THE WLB GROUP, REPRESENTING SCOTT STITELER, REQUESTS APPROVAL OF A PRELIMINARY PLAT FOR THE RANCHO VISTOSO NEIGHBORHOOD 5 PARCEL N SUBDIVISION, LOCATED ON THE EAST SIDE OF NORTH RANCHO VISTOSO BLVD., APPROXIMATELY ONE-HALF MILE SOUTH OF THE INTERSECTION OF NORTH RANCHO VISTOSO BLVD. AND WEST MOORE ROAD,PARCEL 219-53-004Y. Thomas Keiran introduced the staff report into the record. Staff recommended approval of the preliminary plat for a portion of Rancho Vistoso Neighborhood 5 Parcel N, Lots 1-28, subject to the conditions in Exhibit C. Staff Conditions: 1. Dedicate a 100' Public Recreational Easement along the existing WAPA line easement. 2. Add a General Note that states: "The Open Space Trade is conditional upon the following items being satisfied: a. Dedication of a 15' wide non-motorized public recreational easement along the northern limits of the property. b. The developer shall either create or provide an in lieu fee for the creation of Trail # 311, identified in the Town's Trail Task Force Report. The trail shall include at a minimum a 15 wide trail of stabilized decomposed granite. The associated 5' landscape buffers must be provided as well. The designs of the trail shall be approved by the Town's Parks and Recreation Administrator and be included before a building permit is issued. c. A public Ramada and associated landscaping will be built at the intersection of the new Trail#311 and the WAPA trail. The Ramada will also be dedicated to the Town for public recreational use. The designs of the trail shall be approved by the Town's Parks and Recreation Administrator and be included before a building permit is issued. 3. Amend General Note 12 to state: "Maximum permitted building height is 30', two (2) stories (Lots 1-6 limited to one (1) story). 4. Add a General Note that states: "A license agreement required in order to locate the landscape buffer yard in the Rancho Vistoso Boulevard right-of-way must be obtained before the Final Plat is approved". 5. Add zoning information and street names to the locator map. 6. Discuss erosion control methods to prevent further erosion along east side of lots 25-28 in the Drainage Report. 7. OVZCR Sec. 4-305.C.7: Provide local datum for project. 8. Add elevations to show how concentration point 9 (CP9) drains in Sheet 2. 9. On sheet three, provide details for how the front portions of lots 25 — 28 will drain per OVZCR Sec. 15-302.A.3. 10.All Conditions must be addressed prior to Town Council review of the preliminary plat. Chairman Vogelsberg questioned whether the 30' street side buffer would be sufficient if the Town ever needed access to the Right of Way to widen the road. Craig Civalier answered that the width of Rancho F:\Minutes\DRB\2003\February 11,2003 minutes.doc Minutes approved on 3/11/2003 2/11/2003 Development Review Board Minutes Page 5 subject to conditions listed in Exhibit A with Land Trade Option 1. 4. OV12-02-20, INTERTECH ARCHITECTURAL INTERIORS INC, REPRESENTING GUM TECHNOLOGY CORPORATION, REQUESTS APPROVAL OF A LANDSCAPE PLAN; LOCATED WITHN RANCHO VISTOSO NEIGHBORHOOD 2, DIRECTLY SOUTH OF THE HUSKY NOZZLE CORPORATION, PARCEL#22302014B David Ronquillo introduced the staff report into the record. Staff recommended approval of the landscape plan for Gum Technology. MOTION: Moved, seconded (Mager/Kunisch)and carried by a 6-0 vote to approve OV12-02-20. 5. OV13-03-06, INTERTECH ARCHITECTURAL INTERIORS INC, REPRESENTING GUM TECHNOLOGY CORPORATION, REQUESTS ARCHITECTURAL APPROVAL FOR AN OFFICE & LABORATORY FACILITY; LOCATED WITHIN RANCHO VISTOSO NEIGHBORHOOD 2, DIRECTLY SOUTH OF THE HUSKY NOZZLE CORPORATION, PARCEL#22302014B David Ronquillo introduced the staff report into the record. Staff recommended architectural approval for Gum Technology with the conditions listed in Exhibit A. Staff Conditions: 1. All signage for this project must be approved by the DRB Agenda Review Committee by a separate permit. 2. The front entranceway to the building must utilize benches and/or planters for pedestrian scale features. Vice Chairman Mager questioned why there was a flat expanse of wall proposed along the back of the facility; why were no windows, architectural details, or landscaping provided? Steve Shields with Intertech answered that that area would house the manufacturing portion of the facility, and they would prefer to keep that area free from windows for reasons of dust/pest control. He added that the expanse would be broken up visually through color deviation and grooves in the stucco, as well as landscaping. MOTION: Moved, seconded (Reddin/Kunisch) and carried by a 6-0 vote to approve OV13-03-06, subject to conditions listed in Exhibit A. Recess: 7:40 Reconvene: 7:45 F:\Minutes\DRBt2003\February 11,2003 minutes.doc Minutes approved on 3/11/2003 2/11/2003 Development Review Board Minutes Page 7 13.Provide proof of a shared parking agreement from Home Depot or omit any reference to the availability of nearby parking in the Alternative Compliance Parking Analysis per OVZCR Section 27.6C.2.b.2. 14. Revise the Alternative Compliance Parking Analysis letter discussion of Shared Parking to comply with the standards of shared parking set forth in OVZCR Section 27.6.D.4. 15. Include Storage Area enclosure details on sheet 3. 16. Revise General Note 19 to reflect change in design vehicle to SU-30. 17. On sheet 2, add delta data to curve data of the property boundaries per title report. 18. On sheet 2, revise curb opening note to reflect condition 25a. 19. On sheet 2, clarify with elevations drainage west of Retail building. 20. On sheet 2, revise finish elevations north of the workshop to meet 0.5% minimum slope requirement. Spot elevations depict less than 0.5% slope. 21. On sheet 2, clarify with elevations detention basin drainage flow pattern. 22. On sheet 2, provide easement documentation for sanitary sewer 1VIH1 to existing MH. 23. Provide a schedule for the maintenance of the first flush/detention basin on the development plan. 24. On sheet 3, provide more detail between the basin and sidewalk to accurately depict grading. 25.Drainage Report Items. a. Remove curb depressions and replace with full sized curb at concentration point 4(CP4) to provide a broad crested weir that will accommodate first flush and code requirements (page 11) per OVZCR Section 4-504-D-5. Revise appropriate notes on sheet 2 and details on sheet 3 to reflect change to design. b. Correct page 11 (2nd paragraph, 4th sentence) CP3 should read CP4. 26.All the aforementioned conditions must be addressed prior to Town Council review of the Development Plans. Member Kunisch asked if there would be a seating area outside for customers. Ed Dutschi answered affirmatively that there would be a seating area outside where patrons could watch their cars being serviced Chairman Vogelsberg questioned if the retention basin between Oracle Road and the proposed development would directly discharge into the public drainage way. Craig Civalier answered that the retention basin is a first flush, water harvesting basin that will be heavily landscaped to be used as a buffer between Oracle Road and the proposed development. Member Feinberg inquired if staff had any idea what type of retail stores were being proposed. Bayer Vella voiced that none of the uses behind Big 0 Tire would be allowed to generate traffic levels that would equal or exceed that of a restaurant unless they obtained a Shared Parking Agreement. Ed Dutschi stated that they have been approached by several prospective tenants, such as Three Day Blinds. Member Reddin posed the possibility of requiring that this development have a Shared Parking Agreement with Home Depot. Thomas Keiran answered that this would not be necessary if the DRB found the Alternative Parking Analysis to be adequate. If not, the applicant is prepared to redesign the layout to meet the code requirements. F:\Minutes\DRB\2003\February 11, 2003 minutes.doc Minutes approved on 3/11/2003 2/11/2003 Development Review Board Minutes Page 9 Chairman Vogelsberg questioned if the irrigation could be retrofitted to use reclaimed water. Eric Baird of TMHS Associates answered affirmatively. MOTION: Moved, seconded (Caswell/Reddin) and carried by a 6-0 vote to approve OV12-02-19 Landscape Plan, subject to conditions listed in Exhibit A. 8. OV13-03-002; ARCHITECTURAL TEAM THREE, REPRESENTING COMMERCIAL DEVELOPMENT PROPERTIES, INC. REQUESTS ARCHITECTURAL APPROVAL FOR A COMMERCIAL BUILDING TO BE LOCATED IN THE ROONEY RANCH PLANNED AREA DEVELOPMENT AREA B, NORTHEAST OF THE HOME DEPOT, PARCEL 22008001J. Thomas Keiran introduced the staff report into the record. Staff recommended continuing Agenda Item 8 to the March DRB meeting so that the applicant's recently submitted architectural proposals could be reviewed. MOTION: Moved, seconded (Mager/Kunisch) and carried by a 6-0 vote to continue OV13-03-002 to the March DRB meeting. STAFF REPORT Bayer Vella reported that on February 5, 2003 Town Council reviewed a rezoning request on Desert Sky Way and Oracle Road. A commercial development is being proposed, which DRB will eventually review in the forum of development plan. Additionally, he made known that a study session for Town Council regarding the Beztek site would be held on February 12, 2003,beginning with a Site Tour. As the agenda for the next scheduled DRB meeting was fairly light, Bayer Vella suggested incorporating a study session on Open Space Trade and Riparian Areas. ADJOURNMENT MOTION: Moved, seconded (Caswell/Kunisch) and carried by a 6-0 vote to adjourn the February 11,2003 Development Review Board Meeting at 9:20 PM. Respectfully submitted by, Recording Secretary, Kristina Curry F:\Minutes\DRB\2003\February 11,2003 minutes.doc Minutes approved on 3/11/2003 k..LEY qR� TOWN OF ORO VALLEY o�0 02 COMMUNITY DEVELOPMENT DEPARTMENT 6) Planning and Zoning • Building Safety 11000 N.La Canada Drive,Oro Valley,AZ 85737•(520)229-4800•Fax(520)742-1022 Oro Valley Public Library 4 44k 1305 W.Naranja Drive,Oro Valley,AZ 85737• (520)229-5300•Fax(520)229-5319 Parks and Recreation p lb, ' °UN D EO.\9 680 W.Calle Concordia,Oro Valley,AZ 85737•(520)229-5050•Fax(520)797-2202 February 19, 2003 Rob Brack AF Sterling Home Builders 3573 E. Sunrise#209 Tucson, AZ 85718 Fax: 577-0634 RE: OV13-03-03, ARCHITECTURAL APPROVAL TO BUILD MODEL HOME 2300 WITHIN THE VISTOSO GATEWAY SUBDIVISION Dear Rob: At their regular meeting of February 11, 2003, the Development Review Board conditionally approved the architecture for Model Home 2300. The conditions listed in Exhibit A are attached. Please contact me at 229-4817 if you have any questions. V y truly yours, David Ronquillo Planner I cc: Shirley Gay, Development Coordinator File www.townoforoval Iey.com