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Home My WebLink AboutOV121413OQ,OJ EY AR/? FUNDED A9 Development and Infrastructure Services Department April 22, 2014 Paul Oland WLB Group 4444 East Broadway Boulevard Tucson, AZ 85711 Via e-mail: gpoland(cD_wlbgroup.com RE: Lot 220 Stone Canyon II Located at 14589 N. Rocky Highlands Drive Minor Plat Amendment, OV1214-13 First Review Letter Mr. Oland: Thank you for submitting a Minor Plat Amendment for the above -referenced property. Based on your submittal, staff offers the following comments to be addressed in a revised application. A copy of the Rancho Vistoso Planned Area Development (RV PAD) and Zoning Code is available at www.orovalleyaz.gov. 1. Please revise the proposed no -build area (i.e. "give") so that it contains only buildable area (i.e. area not located within the building setbacks). 2. The proposed no -build area (i.e. "give") does not contain equal environmental qualities (i.e. slope, rock outcrops, etc.) as the proposed buildable area (i.e. "take"). To address this issue, please revise the location of the proposed no -build area (i.e. "give"). 3. Please provide a narrative addressing the environmental qualities of the proposed trade areas. Summary Please provide the following documents for a second submittal: • Two (2) 24" x 36" copies Site Plan • Two (2) 8.5" x 11" copies Site Plan • Two (2) copies of closure calculations • One (1) written narrative We look forward to the successful completion of this project. Please do not hesitate to contact me with any questions or concerns. Sincerely, Q. vov Rosevelt Arellano Planner Cc: File Encl: Engineering Memorandum Planning Permitting Inspection & Compliance Engineering Operations Transit (520) 229-4832 (520) 229-4800 (520) 229-4815 (520) 229-4875 (520) 229-5070 (520) 229-4990 It's in our nature. 11000 N. La Canada Drive • Oro Valley, Arizona 85737 fax: (520) 742-1022 • www.orovalleyaz.gov March 31, 2014 Mr. David Laws Town of Oro Valley 11000 N. La Canada Drive Oro Valley, AZ 85737 Subject: Stone Canyon Lot 220 Minor Plat Amendment Dear Mr. Laws: I,1im Weaver, hereby authorize The WLB Group, Inc. to file a minor plat amendment for Lot 220 of Stone Canyon on my behalf. Sincerely, Weaver, Owner of Lot 220, Stone Canyon QYt .l�tG?Kf� �` sI' aFCk'd' ` '; `;t+ �� tai fat • E.a. t�) TOWN OF ORO VALLEY tau-z_ Lsji�r�a`a TZria SUBMITTAL REQUIREMENTS FOR MINOR PLAT / DEVELOPMENT PLAN CHANGES OR C�w.Ii: �! SCRIVENER'S ERRORS ::k(4LrB6 : ,Q)S CC,-zfJ ,8jt, Changes creating new lots in an approved final plat or development plan must apply for a revision to the final plat or development plan. Changes creating new lots in unsubdivided parcels must follow the check list for minor land divisions. Applications for lot combos can be found on line at�4y information bar at the top on Deeds Splits Maps and then go to combo. Click on the Complete Pima County application for lot combo and return to the Town of Oro Valley for Processing. � ::amples of minor plat changes are: Shift of a common lot line * Change to a no -access easement Change to no build areas (with at least a 1:1 trade that creates a better open space clement) Small change to the configuration of a building on a development plan. Scrivener's Error; A mistake or omission which is not the result of a legislative decision. Examples are: incorrect recordation of Council conditions, failure to include standards and typically expected information on a plat or plan, and any mistake in placing information on a plat. (Note: If the mistake was a legislative mistake [made by the Coy incill it must be returned to the Council for correction). Minor changes must meet tine following criteria: o Meets all code requirements and plat/plan notes o No increase in the number of lots o No decrease to open space Benefits the town and the environment, if applicable c Not controversial o rlo increase in negative impacts on neighboring properties o Approved by the neighborhood association, if appropriate. o Street name and address changes must first start with Pima County addressing. Submittal requirements: The applicant must submit the following to the Development Coordinators (DC). a. Completed application. Six, copies of the legal description of the propgsed change. c Three 24" x 33" scalable copy of maps with registrant's seal (Please submit with using the "pima county fold". (Po Six copies of the maps of area to be affected (before ancle!g i r changes with Pima of the surrounding area to locate the cha.n e ...8 %2" X 11" form at only . k}.- en_o g a Count recorder will '��" Y it not accept larger documents.""" _ -- - ...fr 60 e Letter from parcel owner/owner's approving change One Copy of boundary closure calculations Cii:�r Y g:: Two copies of conveyance deeds if property will be added or subtracted to lots and conveyed to other parcel owner. r1. Fees ua �s�.ao i �)rcZs tiScs nw, i�cy,-_ Pima County - Parcel Detail Page 1 of 2 Pima tt Coun y Pima County Geographic Information Systems Parcel 219-06-1010 Read the Disclaimer. Information on this page is unofficial. Mail name and address Legal description 219-06-1010 ABRAMSON MATTHEW MICHAEL & NANCY FRASZ CP/RS 23041 WOODLAND RIDGE DR LAKEVILLE MN 55044-5278 STONE CANYON II LOT 220 Dish WtQ,60— = kfwowk-r� CF 1-€ T Fab) Sg kUXUo2Gtz-.Jt--, T6 FU& 4 A Pj& ? Situs (property) address (About situs addresses) Street Address Jurisdiction Postal City Zip Code 14589 N ROCKY HIGHLANDS DR ORO VALLEY TUCSON 85755 L ZIP+4 Lookup Information for this parcel . Assessor Parcel Detail for tax year 2015 from the Pima County Assessor's Office. Also see Assessor Record Mans. . Real Estate Property Tax Inquiry and Property Tax Statement from the Pima County Treasurers's Office. . Recorded Information from the Pima County Recorder's Office o Recorded Document for Docket 13449, Page 1203, Sequence Number 19981360848. o Voter Precinct and Districts . Subdivision Plat Man for Book 53, Page 48, Sequence Number 20000630042. . Pima County Sanitary Sewer Connection Search and Connection Records Overview. . Permits from Pima County Development Services. o Permit Database Search o Historical Permit Cards - Prior to about 1998 . City of Tucson Development Activity Records are not available because the parcel is not in the City of Tucson. . Section Information and Maas for Township 11 S, Range 13E, Section 15. This parcel's GIS overlay details Grids ,group is a more complete analysis of sections when parcel boundaries extend outside of the listed section. . Floodplain Information: o Parcel Floodplain Information. See FEMA Digital Flood Insurance Rate Maps (DFIRMs) for more. o Town of Oro Valley jurisdiction. Call (520) 229-4818. http://gis.pima.gov/maps/detail.cfin?p=219061010 04/08/2014 ANNOTATE D COPY ANNOTATED Development and Infrastructure Services MINOR PLAT CHANGE COPY Re: Case Number OV1213-20, Rancho Vistoso Neighborhood 11, Stone Canyon II, Revised No -Build Area and Revised Buildable Area on Lot 167. The existing no -build line shown on the final plat for Lot 167 (Book 53, Page 48) has been abandoned and revised as shown on the attached exhibit. The existing buildable area line shown on the final plat for Lot 167 (Book 53, Page 48) has been revised as shown on the attached exhibit. The minor plat change has been administratively approved. Da id Laws, P.E. Permitting Manager D A. Williams, AICP Planning Manager a715113 Date /-:?/ l Date l/ AI�i mOT' f ED COPY ❑ LA R 1 S 3528 N. FLOWING WELLS RD. A TUCSON, ARIZONA 85705 TEL: 520-322-6400 SURVEYING, L L G FAX: 520-322-640I LEGAL DESCRIPTION -- Job No. 13103 July 1, 2013 NO -BUILD AREA TO BE ABANDONED LOT 167: The abandonment of a No -Build Area over a portion of Lot 167, of "Stone Canyon 11, Rancho Vistoso Neighborhood 11"as recorded in Book 53, Page 48 of Maps and Plats, Pima County Records, located in the Southwest quarter of Section 15, Township 11 South, Range 13 East, Gila and Saft River Meridian, Pima County, Arizona, more particularly described as follows: Commencing at the Southwest comer of said Lot 167; Thence North 89 057'20" East 104.29 feet upon the South line of said Lot 167 to the Point of Beginning; - Thence North 24'05'20" East 36.32 feet; Thence North 07111'38" East 34.52 feet; Thence North 50 °52'43" East 25.31 feet; Thence North 32032'57" West 79.58 feet; Thence North 85°04'28" West 16.25 feet; Thence South 02T013" East 15.51 feet; Thence South 38°01'07" East 51.98 feet; Thence South 47040'01" West 31.95 feet; Thence South 12053'34" East 43.68 feet; Thence South 37010'58" West 39.32 feet to the South line of said Lot 167; 1: �`��ti P-�u-IG4Tfi��G� North 89°57'20" East 25.21 feet upon said South line to the �+ �' 35543 ° o Point of Beginning. TODD A. HOUi' Said abandonment area contains 3,568.7 square feet, or 0.08 acres, more or less.!" EXPIRES 12-31-15 FFkN__,q0TA,TE,,,D COPY PCILA R I S 3528 N. FLOWING WELLS RD. AN D TUCSON, ARIZONA 85705 TEL: 520-322-6400 f' SURVEYING, L L C FAX: 520-322-6401 LEGAL DESCRIPTION — Job No. 13103 REVISED NO -BUILD AREA LOT 167: July 1, 2013 A dedicated No -Build Area over that portion of Cot 167 of "Stone Canyon 11, Rancho Vstoso Neighborhood 11" as recorded in Book 53 at Page 48 of Maps and Plats, Pima County Records, located in the Southwest quarter of Section 15, Township 11 South, Range 13 East, Gila and Saft River Meridian, Pima County, Arizona, more particularly described as follows: Commencing at the Northeast comer of said Lot 167; Thence South 12°03'44" West 6.00 feet upon the East line of said Lot 167 to the South line of a Public Utility Easement per Book 53, Page 48 of Maps and Plats, to the Point of Beginning; Thence North 79 °40'46" West 19.04 feet upon the South line of said easement to a curve, turning to the right, concave to the North, with a radius of 336.00 feet; Thence Northwesterly upon said curve, upon the South line of said easement, through a delta angle of 17030'45" and an arc length of 102.70 feet to the East line of a Drainage and Slope Easement per Book 53, Page 48 of Maps and Plats; Thence South 27150'00" West 19.74 feet upon the East line of said Drainage and Slope Easement to the 100-year Flood Limits defined by Book 53, Page 48 of Maps and Plats; Thence South 16 T7'10" East 14.32 feet upon the North line of said Flood Limits; Thence South 59133'16" East 26.12 feet upon the North line of said Flood Limits; Thence North 57032'58" East 8.63 feet upon the North line of said Flood Limits; Thence South 31 c20'56" East 17.82 feet upon the North line of said Flood Limits; Thence South 76 954'33" East 49.62 feet upon the North line of said Flood Limits; Thence South 88°56'24" East 26.79 feet upon the North line of said Flood Limits to the East line of said Lot 167; Thence North 12 c03'44" East 30.57 feet upon said East line to the Point of Beginning. TobD 9 9• ROUT t Said revised No -Build Area contains 4,115.2 square feet, or 0.09 acres, more or less. 9' tvA X-1 EXPIRES 12-31-15 P�JPLLEV qR�?QG Development and Infrastructure Services Planning Division 11000 N La Canada Drive, Oro Valley, Arizona 85737 • 520-229-4815 520-742-1022 (Fax) A'0UNDED �9lA 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 APPLICATION FORM OV Case # (Office Use Only): Application Type: Minor Plat Amendments — No Build Trade Area A. Project Manager/Developer Name: Gary Grizzle Firm: The WLB Group, Inc. Address: 4444 E. Broadway City: Tucson State: AZ Zip: 85711 Telephone: (520) 881-7480 Fax: (520) 881-7492 Email: ggrizzle@wlbgroup.com B. Property Owner (s), if more than one owner, attach list Name: Jim Weaver Firm: Address: 4356 N. Atfield Place City: Tucson State: AZ Zip: 85719 Telephone: (520) 241-7250 Fax: Email: iimCa�mirageolastering.com C. Subject Property Parcel/Tax Code: 219-06-1010 Legal Description/Property Address: 14589 N. Rocky Highlands Drive Stone Canyon II, Lot 220 Area of property: 1.11 Ac + Existing Zoning: PAD Proposed Zoning: PAD Is Proposed Zoning in conformance with General Plan designation? [ ] NIA [ ] Yes [ ] No General Plan Designation: Existing Land Use: Vacant Proposed Land Use: Single Family Residential D. Previous Applications Relating To This Property OV8- OV9- OV10- OV11- OV12- OV12-98-22 OV13- E. Reason For Request No Build Revision This application is true and correct to the best of my knowledge. I am the owner of the above described property or have been authorized by the owner to make this application. I 4/1/14►.� Date Signature ANNOTATED COPY FOR AU77--- S 55g SEE SHEET SJ• N.B DRAINAGE k , y �> 75593 J7p,T• 55 3 9 E AL• \�� //�� BY PARATE <, 1 INSTRUMENT �-I 1. AC S / N66 DETAIL \� 3�e� / '� DRAINAGE k n�� SLOPE ESMT. ATE 6 �`� / <3ggr �q3 ��{s` 66.Gj Y_�I.g169 DKT.P�U 'EP.Gk C.A.\ I / fBNSTTRUME T rig" v J? S_Vog /DRAINAGE A: SLOPE ,as SF / K 1 -I EASEMENT / W MOLTEN / 1 1 {{ TO BE GRANTED / 14 CR e� / h z- BY THIS P T/ ROCK DRIVE 15.61 I I N/9JI =15q�� 6' P N.A. ' 57309' R I i DKT .U. PG C.A.E. 1 j 6' P.U.E ; ;�;1,y,ell�� ti NOT A PART \f = 1' N.A.E�1 11�/// z O nl 1�1 -alB/ 71 y1 18' / < CD 18' COMM\ 7 \ N- ACCESS DRIVE, '5873 \zN �l \ \ 7. A.E. Aas' 6 PUB ICIIU77��TE��ITYh`� NOT A PART �\ <s\ .�' P.U.E. SB%R ESMT. A SEPARATE EASEMENT FOR AN UNDERGROUND ELECTRIC LJ trzDISTRIBUTION SYSTEM IS GRANTED WITHIN COMMON / ry jr^ AREA 'B' TO TUCSON ELECTRIC POWER COMPANY. 9 55 \ ti\' . N o ��° \ ,f1� j j 9 Q 4 //,79 F \� Q 1 4600-N.!�/I01 ACRES 36• F243 Z 'V N.B, J� A SEPARATE EASEMENT FOR AN UNDERGROUND ELECTRIC .t ,S u• �, (� S l ,,, e [� 1 4600-N. W84-24'04'E -4. - 532. 254.60 S1325 S 311" 103.6g DISTRIBUTION SYSTEM IS GRANTED WITHIN COMMON 1•f �r W 10 N.B. 141 JI r�, - 1 - S AREA 'B' TO TUCSON ELECTRIC POWER COMPANY. S `�" '� / 1 1 92 /N r_ v1 .J ego hL S7 �� o y020 SI011 \•• 424.09 51.61 GJ �\ S� 1 �030 .'> i 1 r� 4$?� 290.58ay r� r�ry �G ANm ♦�� 18 c�♦1 9�� /OD I1 \� 224 _ 593.80 _28.38 9 \ C G / 4t�G o SkA �y♦ / 9CJ 1„ alma 45,519 SF 151032 ` _ 7.05 ACRES 1 4588\ % N.B_ �St \' 0 1.47 ACRES �� r7o 9` f}Jl 1 01120 SF ACRES l� o ! S OJJ 44,766 SF r7 $%51000 75.91 � i�>• • 10� o SIO 51026 SO �h 6' P.U.E. 1.03 ACRES 14572 225 y 1. 4 - •'• N. iy U N.B. L JS ��7 l 1p01 - 97.21 \ 36' COMMON is 111p �q3 F23J �t i01 J a/ P I A E EMT. \si , 0 1jS102 1 14582 , 43,755 SF 1 4 m„� "` \ ACCESS DRIVE �• `19 •221-222-223 0 �•�- 4`' -LO - `n 1.00 ACRES -' l- ti'• 20.15 - - - _ \� L-46.33 LC44 !?� St011 �o � 3 N.B. UB PRIVATE kl� - 1� 100 YEAR ROOD ••`>C E �, r ` 5 _ 1 of OMIT LINE \ �2 St - - `4•E LC42 _ - _ -�JB s N ? ^ �5101 S7�1 cfl/$✓ 1 y �',1� 3 N.B. 1 SEWER ESMT. /- Te20'2 S83b3'S5'E 8g1\6 La? \ o 5L�b5 '♦ �♦ c 14552 1 9 r+O N.B. •227-2 8-229 pt�y. � I CONSERVATION N 65.38 __ _ 161.22 Ei•�'S6\ 5�' \ "� N .n`^ 1009 �1 ry \� 1ici 1596 I s '- EASEMET -.T% �� U) 5� 4 N.B. 19 R. �y \ / \`; / N.B•+,� RI a^/ 1812 F ,ry\ / L=46.79 �9t41R7 Q N.B. ,o� S7 ,,D� Lal 91g N.B. o, V' \$,. N.B. '�90� \ g� ry 9�5881 �ryryE, Sq0\,�`�5� gw \ 36' COMMON ACCESS DRIVE•, (R / L L=76.87 Y"' L�' \ 1 A �r` 6' P.U.E. ��♦ 6 �^ F1l �'p bq\ / 2. A ES ♦Oy♦/ 19.45 \\ PUBLIC UTILITY k yy S/Gy t �1 lt1r aq N.B. \ `7 5888 10J d�\ - r y �. a ��1 a o oT J qo/ �fr - s 02'W1 1 ♦ 1 \� �� PRIVATE SEWER ESMT. 0 59 6 S ,� 'L �Cn St _ �0 JW 44.748 SF •220-221 / L=97.30 ; i 1 I7 A �2�+ SB9f %�� eq� L�1 8 N.B. ♦ O 6' P.U.E. 6 2 1.03 ACRES 18' // 6' P.U.E. -t�v'- L><77g.33 S 616' 9 0 75.267 SF / h % F2�F101 `R10 .� 1,r 220 r 219 S �701 \ N.B. `� 1.73 ACRES / 1 i6' 02 \ 48,454 SF $ 44,100 SF 5 � / L� 6' P.U.E. a0 I / �� S8 _ _ \ 0' PUBLIC UTILITY"ri-, 1.11 ACRES SIIIO = 7.01 ACRES NEw No auaD AREAI N.B. / J 48 17•E ! \ AN[� PpIV/STE M QS•�o, N.B. // ��/ / 1� W ��S\\\� ' i S1107 S PER DK 12920 I , q� °i GL65 C.A. B 75.32 Pl � r\C \ SEIYER ESMT. m g AT PG 4126 N ♦0 / 'S gT �� \ \ TO BE GRANTED to 193T / 14589 - \Z��\J,r�� I o m h / 4 ♦/ \. I. 102 j 1� L 'D> v qs \S9 \.fj� 73• 18' 7 6 } ``e nl Sgg3 f/ g S'91J q�w �7 S`� }1Cfl S \b \\ \ \i BY THIS PUT 76'36 41• 95 S. 1129 \� `3 I \ J Zi F19� i ♦15 �6 q S �� a 5 268. 24. J . \ S\\ / $ S1T05 N.B. x y ♦ N.B. a• 64.13 _ ♦ 1 \• 75.1?• J\ / " \� \ti ^^ $ 1�0 F19gg ♦ QC }� v 45'16 E �� ; 10' X 50' ESMT " 1457 _- S h �+ �' p.U.E. L 1 h� N8 1 T gE G N.. 57 41 W ZJ ''`6\ \ \� .B. ' .B. N8627'26•E IN.B. �'' / �°j$ S970 S9/g 597H_ J�zE.PRANTEDI� •. o, �. 1 ti BY THIS PLAT �' / �q -\ �Sq �6' P.U.E. N.B. I I / 61006 + N.B. T - 293.61 / I 1 S/ \ ✓ zo " F.,� ` N.B. SEE R E S U B 610 0 6 q11 6' P.UE! 15.61 SEE / 18:81 ` 16 \ N.B. �) n l� / 971 \ PS 1/1' �I I S�pETAIL i ' / 7 N.B. \,ro 2J0 \ 'q1 \Jg�/ �( Sq}L 1586 \ \ 5113 a N.B. %C11 u N -1-E 8 i 0^ 5�0 *Jt \ S942 `/✓`/ 1 \� �0\ / "o i ,� • lJ � 9451�4 \sii\�,f N.B. i-� I�'r�715 / S \w r 1 I • yA, NS 57.102 SF \ 'fh >i w ,n ` \� �, �1126 \0 / ��\ 1.31 ACRES 1� s \✓ i�J P� fv. S112 218 i� \ zTy 1J• 32'45'30'W229 n m~ IY' 1 f 45,665 SF 1' N.A. .o �01 p \ N'Bt� 1 60 5921 56.78 56,198 SF 1 x g 1 v599,•. 7 0 ,n 1455 _ S0880 " S953 1.29 ACRES 3 E T'1 N.B. S♦♦�6� y-/ 1.05 ACRES S` `M_ � / 9% C43'/598140.74J'ge n �973 �,7I� s S°'% z tj p 51121 J S'1'td`� \ !� \ N.B. S 2\ y/ / N.B.�.� 1 58 I .G.20 N ti w ;�+ \♦ti _ _ toles . 'eh I'\N A.E• COMBehNED \� y� N.B. 104.239 SF �- S♦♦w Sl7*� 11 S7j _ SI1J6- J ',!/� 58756'i6•E - �; �6f "• 59�5 J 2J 1 i°rr "�' ti>.i NI �l 7.39 ACRES F21 F21N+ N.B. �J9 ^ter /g S1119\B5^ �a7r \ (. �` 55,948 SF >\) 3 " !' x.�S114J rye SI138 - 51117 - 57.53 i `3�` ( tom/0 .4i tg� 1.28 ACRES /;$ �-0J`W. � 1 a 217 Si _ _ ri t'O 951 `'q \,r,P.o b• 1 64,477 SF 1 454 S\�/ 3 6 46 ig,� - k65 fg ` C _ 5956 ?Qy 0 i 1 18 T` 1 N.A.E.6 y`e (3L �� 6923 r 36' COMMON 1 9 _ �t3 3'0 1.48 ACRES NTg•4d35E PUBLIC UTILIACCESS TY h 18' DRAINAGE 6: 1i ¢°;t �; Sq 16' w �S94g" 1 26.93 N86'41'16'W J P TE z SLOPE ESMT. / o Me �,61 :• SEWER ESMT. g TO BE GRANTED t�•°Sdpj�r 16 1 4,Ze50W N.B. 1453 _ ut BY THIS PLAT 1452 6 p,U.E. tt -+ ST 1 4500-N. y •215-216-217-218 4 215 1 ^ /\ 6' P.U.E. 4 2 a \� +! 1 4500- N . ?8e?* '1J i 44 3 80gF g f 44,787 SF IN N.B. N.B. `� S\\� 02 ACRES 1.03 ACRES � J ,r .� �y °+ q� ,i d T A"'T" To NO BUILD AREA S86'51'41'E 370.38 - 1 -♦ 42.05 \ 5 STONE CANYON II PER OBK 12N 24 OS �' 77J NO ��2EA PEB OK 123sB PC 773 589'D6'S9•E 273.84 ► �Ss \ \ RANCHO YISTOSO NEIGHBORHOOD 11 SEE SHEET 5 �5' �;•;'�� ' 95� LOTS 135 THROUGH 234 �1♦� ��; J, �\ COMMON AREA A (OPEN SPACE) 7 & COMMON AREA B (PRIVATE STREETS) BEING PORTIONS OF SECTIONS 14, 3 15, T.i1S., R.13E., G.&S.R.M., h Eaginae,ing Plonnmg 5.... y.ng • TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 1 1 e Lon E.caa• ArMitectu U.ean Dasign r, WI Offices locates In Tacean, Phaenie L Las Vegae. and Victor Volley, ra 12214 a 4444 Ea.t 9roodwoy • BUCIUNU! AUGUST, 1999 SCALE: -1• = 60' WI.81 185050-A-31C-0106 OV12-98-22 Grou�< Tuceoe, A,l:ona (602) asso t• - 60' 4�;: SHEET 8 OF 15 7 W •a two. "11� �r • ^ e,.. - N 4'} �,t z: 1 . , 1 � s t .y 9 F A � • i - r �3 ,._':'�y _5.y. �� .�� i,� i , t g:..c. �L' .'r� �5�i�1f4sY . ��_ .. � �'�. •.��rw�" �'�. ,. �. .tf`�`..�*J�i M • t 224 223 I� NO \\ I BUILD 221 / /� ----- .0 36' COMMON ACCESS DRIVE, PUBLIC UTILITY & PRIVATE SEWER ESMT. NO BUILD TRADE 220 r "GIVE" = 2122f SF 48,454 SF 219 1.11 ACRES if if 1 � 2F� / o NO CV y / if NO / ' BUILD ,4► BUILD LIMIT � LIMIT 28 2/7 �y APR 02 ?Ol4 \ NO BUILD TRADE -- \ "TAKE" = 1406f SF ........................ The STONE CANYON 2 — LOT 220 APRIL2014 0. 20' 40' 60' 1 Group PROPOSED NO -BUILD TRADE AREAS TUCSON-PHOENIX -LAS VEGAS-FLAGS TAFF WLB No. 185050-M-RO1 520.BS7.7480-Naon@wbgrouD.corN 1 • Ni1B5050WEIG1111�0"TONE2WL01RAN54d ZNLLMIZOMVPY1NneiM1 do PbseE:Ap,.01.=4 _ • MOB 0 0 1O� C 0 -3068 086 00 M �'�82 �o� 3066 p68 307-8 3066 �N ono �o 110 cP 3080 6 306. a 30 O�Dt306 �.6 3074 O �O b- ull c3o w o L 076 rn o 14>� Feb 00 �0 30 �8n p80 Ul 8g'p o M o 2 2 UO, rn U 309(j co 9po9 M \o cv) o�ti 078 068 � .6� �Otb 30 30� SCALE 1 : 600 50 0 50 100 150 FEET SCALE 1 : 600 50 0 50 100 150 FEET 1 GENERAL NOTES 1. THE GROSS AREA OF THIS SUBDIVISION IS 192.12 ACRES. THE DENSITY IS 0,52 RAC, 37. THE BUILDABLE S 46.p37EAC. ALL RIPARIAN AREAS SHALL BE FENCED OFF AND PROTECTED FROM DISTURBANCE DURING CONSTRUCTION, IN CpLOT EE EpAREA RAEIIS .68 Cg A,�E� I5 AC AREA ACCORDANCE WITH THE RIPARIAN HABITAT ORDINANCE. TTM11E �F COMMON AREA �9�PRIVATEP STREETS}S 17.72 AC. 36• ALL BUYERS OF LOTS WITH CONSERVATION EASEMENTS OR OTHER 'NO -BUILD AREAS' SMALL BE INFORMED OF SUCH EASEMENTS RECEIPT OF THESE INFORMATION ITEMS BY 2. EXISTING ZONING: RANCHO VISTOSO P.A.D. - VERY LOW RESIDENTIAL OR AREAS. BUYERS WILL ACKNOVILEDGE SIGNING ACKNOWLEDGMENT FORMS PROVIDED AND MAINTAINED BY THE DEVELOPER. 3. TOTAL NUMBER OF RESIDENTIAL LOTS IS 100. J) MINIMUM LOT SIZE: 43560 S.F. 7.i�,SxZpr✓iNG,l01S,fifLl.�f�iG�E.If1et�A.if�,c/!/lE/ISIM'/.'/G>,/.D/1.I,/7.f/97/!7/JY,.t//niU7,t/.Z. AVERAGE LOT SIZE: 56,983 S.F. 40- �0NeZWxK�l //ev�Kq�pq�o,�,�tJ iGY/qe�p'a�'y,�G�d'4�,/yEb,(//,S�/,�7�L✓ A4reray.li�P�fO 4. BASIS OF BEARINGS: BEARINGS BASED ON DOCKET 8178, PAGE 1966. CENTERLINE OF RANCHO VISTOSO CdrerffYv/�/APPROVALS BOULEVARD, SAID BEARING BEING 5.3209'07 E. 'E: C"VfVw. 5. BASIS OF ELEVATION; A.D.O.T. DATUM BENCH MARK• BRASS DISK HEADWALL 70' RIGHT OF STATION 710+20, I 1;4 , p" CLERK OF THE TOWN OF ORO VALLEY, APPROXIMATELY 350 OF NORTH 1/4 CORNER OF SECTION 5, TOWNSHIP 11 SOUTH, RANGE 14 EAST. HE EBY CE TIFY THAT THIS PLAT WAS APPROVED BY THE MAYOR AND COUNCIL ELEVATION - 2688.035FEET OF THE TOWN OF ORO VALLEY ON THE ��a - DAY OF Nc4 'btr .-90]nq. 6. DEVELOPER WILL COVENANT TO HOLD TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN C, A THE EVENT OF FLOODING. �. 1fN,,,, 7. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 8. DRAINAGEWAYS AND/OR DRAINAGE SYSTEMS TO BE CONSTRUCTED ACCORDING T. APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS FROM THE TOWN ENGINEER ANDPOR BUILDING OFFICIAL FOR LOTS AFFECTED. 9. A HOMEOWNERS ASSOCIATION WILL BE FORMED TO ACCEPT RESPONSIBILITY FOR MAINTENANCE CONTROL, SAFETY AND LIABILITY OF COMMON AREA A - OPEN SPACE, COMMON AREA B - PRIVATE STRIETS, PRIVATE DRIVES AND PRIVATE SEWERS. 10. APPROVED IMPROVEMENT PLANS WILL BE REQUIRED PRIOR TO FINAL PLAT APPROVAL �EO�EALDMC,1>�Y/TDIK/dE 11. MAXIMUM PERMITTED BUILDING HEIGHT IS 30'. TWO 2) STORIES. AC5WAVC4W,6�,A&/#A9Rtllff 12. BUILDING SETBACK PROVISIONS: FRONT 30 FEET 7�01<Ol/tt'uCY1GZ►/lcalt�/1�7D SIDE 20 FEET`//�/� REAR 40 FEET s, ET 13. ALL WEATHER ACCESS WILL BE PROVIDED TO ALL LOTS WITHIN THIS SUBDIVISION. 14. ALL STREETS ARE PRIVATE. MILES OF PRIVATE STREETS a 2.5 MILES. 15. ANY UTILITIES THAT WILL BE RELOCATED OR EXTENDED AS A RESULT OF THIS DEVELOPMENT WILL BE RELOCATED OR EXTENDED AT NO EXPENSE TO THE TOWN OF ORO VALLEY OR PIMA COUNTY. 16. THIS DEVELOPMENT WILL BE SERVED BY ORO VALLEY WATER (R.V.) UTILITY WHICH HAS BEEN DESIGNATED AS HAVING AN ASSURED 100-YEAR WATER SUPPLY BY THE DIRECTOR OF WATER RESOURCES. 17. THE OWNER COVENANTS THAT THE AREAS WITHIN THE 100-YEAR FLOODPRONE LINES REPRESENT AN AREA WHICH IS SUBJECT TO FLOODING FROM A 100-YEAR FREQUENCY FLOOD AND ALL LAND IN THIS FLOODPRONE AREA SHALL BE RESTRICTED TO USES THAT ARE COMPATIBLE WITH FLOOD PLAIN MANAGEMENT AS APPROVED BY THE TOWN ENGINEER. I& STORMWATER DISPOSAL SHALL BE OVERLAND AND SHALL MAINTAIN EXISTING DRAINAGE PATTERNS. 19. UTILITIES WILL BE LOCATED UNDERGROUND IN CONFORMANCE WITH ARIZONA CORPORATION COMMISSION AMENDED GENERAL ORDER U-48. 20. A DRAINAGE REPORT HAS BEEN PREPARED AND SUBMITTED TO THE TOWN OF ORO VALLEY UNDER SEPARATE COVER. 21. 6' STRIP ELECTRIC AND TELEPHONE EASEMENTS SHALL BE PROVIDED AS REQUIRED BY THE UTILITY COMPANIES. 22. THE SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER WITH EXPERTISE IN THE AREA OF SOILS ENGINEERING SHALL CERTIFY IN WRITING, THAT ALL SOILS OPERATIONS FOR THIS DEVELOPMENT WERE PERFORMED IN ACCORDANCt WITH THE RECOMMENDATIONS AS SET FORTH IN THE SOILS REPORT BY WESTERN TECHNOLOGIES, JOB NUMBER 2929JN.ZQ3DATED Mel- ,, 199P AND ANY ACCEPTED ADDENDUMS AMENDMENTS MADE THERETO. CERTIFICATION IN WRITING, IS TO BE RECEIVED BY THE TOWN ENGINEER 0 THE TOWN OF ORO VALLEY PRIOR TO THE RtQUEST FOR ANY BUILDING PERMITS ANDOR FINAL INSPECTION AND THE RELEASE OF ASSURANCES. 23. THE SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER WITH EXPERTISE IN THE AREA OF SOILS ENGINEERING SHALL CERTIFY, IN WRITING, THAT ALL MATERIALS UTILIZED ON THIS DEVELOPMENT ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. CERTTFICATIONS;,IN WRITINGL ARE TO_BE RECEIVED BY THE TOWN _ENGINEER OF THE TOWN OF ORO 24. BY THE TOWN ENGINEER OF THE TOWN OF ORO VALLEY PRIOR -TO THE REOUESI' FOit FINAL-INSPECTION�V AND THE RELEASE OF ASSURANCES. 25. ARIZONA GAME AND FISH DEPARTMENT'S GUIDELINES FOR HANDLING DESERT TORTOISE SPECIMENS SHALL BE FOLLOWED IF THESE �EANIMALS � ARE RIENCOUNTERED EADURING DEVELOPMENT. 26. PARKING PROVISIONS: �s0 LOTS �TOTA �SPACESYPROV[DED: 400. 27. ALL PROSPECTIVE BUYERS OF LOTS WITHIN STONE CANYON 11 SHALL BE INFORMED OF THE PRESENCE AND ACTIVITY OF THE LA CHOLLA AIRPARK A PRIVATE AIRPORT LOCATED WEST OF THE PROJECT. PROSPECTIVE BUYERS SHALL BE INFORMED OF THE I)SE OF KING AIR DRIVE AS A FUNCTIONAL TAXI -WAY BY SMALL AIRCRAFT. 28. ALL HOMES IN THIS DEVELOPMENT OV12-98-22) SHALL HAVE SPRINKLERS INSTALLED, IN ACCORDANCE WITH THE AGREEMENT WITH GOLDER RANCH FIRE DEPARTMENT. 29. GRADING ON ALL LOTS SHALL BE LIMITED TO 20,000 SO. FT. FOR HOUSE PADS AND ACCESSORY USES EXCLUDING DRIVEWAYS AND UTILITIES: OW6Pk/.Uf GRADING SHALL BE LIMITED TO ROADWAYS, DRIVEWAYS, AND UTILITY INSTALLATION. AREAS OUTSIDE THE BUILDING ENVELOPE SHALL BE RECORDED AS PERMANENT OPEN SPACE. THE BUILDING ENVELOPE SHALL BE STAKED AND INSPECTED BY THE SENIOR ZONING INSPECTOR PRIOR TO GRADING. 30. ONLY THAT VEGETATION SHALL BE REMOVED WHICH IS NECESSARY FOR BUILDING PADS AND ACCESSORY USES, ROADS AND DRIVEWAYS. ALL HEALTHY PALO VERDE, MESQUITE IRONWOOD, SAGUAROS AND BARREL CACTI TO BE REMOVED SHALL BE TRANSPLANTED FOR ON -Slit LANDSCAPING. 31. A GRADING PLAN FOR EACH LOT SHALL BE REQUIRED AND MUST BE APPROVED BY THE PLANNING t k ZONING ADMINISTRATOR. 32. NO FURTHER SUBDIVISION OF ANY LOT OR PARCEL WILL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE ORO VALLEY TOWN COUNCIL 33. ACCEPTANCE OF THE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF THE FES 2 ANY REINFORCED CONCRETE OLLOWING:1. WALL(S) RETAINING OR M( )N FERMI S) ARE REQUIPURPRED, SLAIN ER AC ORDANCE RETENTION/DETENTION ITH THE AO PLEICABNE CODES THES�TOWN OFPORO VA CEYS" T�N� 34. THE FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR BANK PROTECTION INSTALLATION AND ANY DRAINAGE STRUCTURE WITHIN 100-YEAR FLOODPLAIN. 35. THE PROPERTY OWNER HIS SUCCESSORS ASSIGNS OR A DESIGNATED HOMEOWNERS ASSOCIATION AGREES TO 1. KEEP ALL REQUIRED LANDSCAPED ARREAS MAINTAINED IN A WEED FREE, TRASH FREE CONDITION, REPLACE ANWORKINGYOPFR EA PLANT MATERIALS WITHIN 90 DAYS, AND 3.) MAINTAIN THE IRRIGATION SYSTEM IN _ .3G. A/J9ft7V1f,C O<7.iYS�'.01.C1'QX/71.vtff.�/l!/.A✓.�/1lcDS.l� ��}}}.�� . , ,H7b✓f 7�Y6,343��fLf✓.�LSV.�cENiuS' 8 fUUA�Y/f.P.�.P✓irl a f^,.»rw.ati. �Y7vf 4�Z6c2��4f�1�CJAS7t/1B5P11f,6Mf�EAdlld(E ]V4VL •o=.. «e �. T . n4�✓r225�1d7EfitflDlSE✓1�Koa 2GYMsfc/J'/Y/ 2xf✓�1D7iYE � .. wc. e.�e-w r„�..,,. A. eel/�i�.l�.dWES76��/.M7S1'R`�lsf?�7fOGL�.OitCSE/6ILJc�f7D a:ol eel-r,eo �/� rr✓E 4&o ✓0444/.E�� an--/rY rra,�o.�nr,eymeE ORO VA�EY / DATE EPARTMENT OF WASTEWATER DATE )-� 0 OF ORO VALLEY DATE TOt�NGINEER a''i-/ - vs- 0D ZPMVCMADMINISTR TOR DATE WATER UTILITY IRE TOR DATE ASSURANCES ASSURANCES IN THE FORM OF A BOND FROM rALOw�llkE C-e..d4n.dr�en BOND ��yy ��R-z 16 HAVE BEEN PROVIDED TO GUARANTEEDRAINAGE AN ET IMPROVEMEN1i? CLUDING MONUMENTS, AND UTILITY IMPROVEMENTS (ELECTRIC, TELEPHONE, GAS, SEWER, AND WATER) IN THIS SUBDIVISION. BY: f�O sic -J� -9 /� MAYOR - TOWN OF ORO VALLEY DD TA E:' ASSURANCES IN THE FORM OF A BOND FROM IN THE AMOUNT OF ; 0 HAVE BEEN PROVIDED TO GUARANTEE THAT LANDSCAPING AND IRRIGATION WILL BE INSTALLED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS. ASSURANCES IN THE FORM 0F A BOND FROM Cl�.:�e Ce+.✓t�4eT� . IN THE AMOUNT OF ; -\S\.o HAVE BEEN PROVIDED TO GUARANTEE THE RESTORATION OF THIS SUBDIVISION IN THE EVENT THE PROJECT IS ABANDONED. WATER ADEQUACY A CERTIFICATION OF ASSURED WATER SUPPLY HAS BEEN RECEIVED FROM THE DIRECTOR OF WATER RESOURCES. BY: A 1 3 -31-00 WA UTILITY IRE OR DATE: RECORDING DATA ANNOTATED COPY CERTIFICATION I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN ON THIS PLAT WAS PERFORMED UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED SURVEY MONUMENTS AND MARKERS SHOWN ARE CORRECTLY DESCRIBED. I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION. ,u� 12214 JACK A. JACK A. BUCHANAN, R.L.S. NO. 12214 eucnArAH �� I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND THAT THE 100-YEAR FLOOD PRONE LIMITS OR EROSION HAZARD SETBACKS NOTED WERE REVIEWED AND SHOWN UNDER MY DIRECTION. 2t nnu .$ _ TOWN OF ORO VALLEY "�'�'�" MAP: 430 WILLIAM R. BESS, P.E., NO. 22852 9E� ZONE: SEE NOTE 2 t z9 N Adm. Address: 942 W TORTOUTA MOUNTAINCiRCLE ca2�.P 6 _ _ _ 12 1716 1615-- --1514 1413 I I I I I UNSIIODIVIDEO 1 I 1 I � ewi e.,a 1 eeTw maA,in 17 16 S 13 20 �11 - - - - 21 - - - 23 24 THIS I 1 PROJECT I I i UNSUBDIVIDM UNSUBDIVIDED I I � I I ' I _ _ -- ------2212 324 20 2928 2827 2726 26 25 LOCATION MAP A PORTION OF SW 1/4 OF SECTION 14, AND THE S 1/2 d1 NE 1/4 OF SECTION 15, AND THE N 1/2 OF SECTION 22, 19 T-11-S, R-13-E, G. k S. R. M. 3'- 1 MILE TOWN OF ORO VALLEY. PIMA COUNTY. ARIZONA DEDICATION 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 OF SAID LAND IN THE MANNER SHOWN HEREON. WE THE UNDERSIGNED, OUR SUCCESSORS AND ASSIGNS DO HEREBY SAVE THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, THEIR EMPLOYtES, OFFICERS, AND AGENTS HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES RELATED TO THE USE OF SAID LANDS NOW AND IN THE FUTURE BY REASON OF FLOODING, FLOWAGE, EROSION, OR DAMAGE CAUSED BY WATER, WHETHER SURFACE, FLOOD OR RAINFALL IT IS FURTHER UNDERSTOOD AND AGREED THAT NATURAL DRAINAGE SHALL NOT BE ALTERED, DISTURBED OR OBSTRUCTED OTHER THAN AS SHOWN HEREON WITHOUT THE WRITTEN APPROVAL OF THE TOWN OF ORO VALLEY TOWN COUNCIL WE HEREBY CONVEY TO THE TOWN OF ORO VALLEY, ALL UTILITY COMPANIES, EASEMENTS AS SHOWN HEREON FOR THE PURPOSE OF INSTALLATION AND MAINTENANCE OF UTILITIES AND OTHER USES AS DESIGNATED BY THIS PLAT. COMMON AREAS A AND B, COMMON ACCESS DRIVES, PRIVATE SEWER UI7"ID'lA'OG1D'rNkSCAM7.9.L�2�EASEMENTS AS SHOWN HEREON, ARE RESERVED FOR THE PRIVATE USE AND CONGENIENCEf OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND INVITEES. COMMON AREA 'B' IS GRANTED AS AN EASEMENT TO ALL PUBLIC AND PRIVATE UTILITY COMPANIES FOR THE PURPOSES OF ACCESS, INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITIES. NO NEW OVERHEAD LINES SHALL BE USED. TITLE TO THE LAND OF ALL COMMON AREAS SHALL BE VESTED IN AN ASSOCIATION OF INDIVIDUAL LOT OWNERS AS ESTABLISHED BY COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN DOCKET //o-Lc AT PAGES 17TV IN THE OFFICE OF THE PIMA COUNTY RECORDER. EACH AND EVERY LOT OWNER WITHIN THE SUBDIVISION SHALL BE A MEMBER OF THE ASSOCIATION, WHICH WILL ACCEPT ALL RESPONSIBILITY FOR THE CONTROL MAINTENANCE, SAFETY AND LIABILITY OF ALL COMMON AREAS, COMMON ACCESS DRIVES,OdY/MACE.AO.QU4L/S.I1o,1btM'f.S✓�.EYA�.7AlVJiI.[f.SDc!7/✓.UDtlN./J..Adil/.V.fpS�c'i'W. STONE LC., V ARIZONA LIMITED LIABILITY COMPANY. BY: JOHN BIERLIN PRESIDENT of JB HOLDINGS, INC. AN ARIZONA -0-R)PORATION, MEMBER. STATE OF ARIZONA)__ COUNTY OF PIMA �1 F ON THIS THE DAY OF "&rLk 2000. BEFORE WE, THE UNDEIMCNED OFFICER, PERSONALLY APPEARED JOHN BEERLING WHO ACKNOWLEDGED HIMSELF TO BE THE PRESIDENT OF JB HOLDINGS, INC., AN ARIZONA CORPORATION, AS MEMBER, FOR STONE CANYON, LLC., AN ARIZONA LIMITED LIABILITY COMPANY, AND BEING AUTHORIZED SO TO DO, EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSE THEREIN CONTAINED. NOTA UB MY COMM SSION EXPIRES: STONE CANYON II RANCHO VISTOSO NEIGHBORHOOD 11 LOTS 135 THROUGH 234 COMMON AREA A (OPEN SPACE) & COMMON AREA B (PRIVATE STREETS) BEING PORTIONS OF SECTIONS 14, & 15, T.11S., R.13E., G.&S.R.A/., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA AUGUST, 1999 SCALE. l- = 60' WL8# 185050-A-31C-0106 OV12-98-22 SHEET 1 OF 15 (ANNOTATED COPY( 7 N89'S7'12"E 10 11 2636.20 LEGEND 15 114 CL(X) INDICATES CENTERLINE CURVE NUMBER rV FND. G.L0. L(XX) NDICATES LINE NUMBER FND. C. L 0. I m F(X) NDICATES 100 YEAR FLOOD LIMITS 03 S(XX) INDICATES SLOPE LINE NUMBER == c I� LC(XX) INDICATES LOT CURVE NUMBER a R(XX()X) INDICATES RIPARIAN LINE NUMBER I NDICATES CART PATH LINE Z N NDICATES PONDING LINE NUMBER COMMON N CE Xk) INDICATES CONSERVATION EAS ENTRLINE NUMBER c4 SE XX; INDICATES SEWER EASEMENT LINE NUMBER 2632.90 I 2640.29 AREA A' c I� 1 4DC0. L. 0 CA (XX) INDICATES COMMON ACCESS EASEMENT INFORMATION ppI Z IN / 7 1_832.72 _ - 800.18 QUARTER CORNER 12.61' NORTH - - - - -em,1 OF PROPERTY LINE """"""""' CONSERVATION EASEMENT LINE SUBDIVISION BOUNDARY 183 t AREA "A' RIGHT OF WAY LINE I SHEET 14 182 ♦ - ADJACENT LOT LINE CENTER LINE COMMON AREA 'A' 179 186 `♦ - — — - EASEMENT LINE f78 185 R I ♦ - — - 100-YEAR FLOOD PLAIN LIMIT SHEET 10 ♦--------- RIPARIAN AREA LIMIT ! g ♦------- SECTION LINE ORO VALLEY 187 O In ♦ - - - - - - SLOPE LINE I ISO 196 a I� ♦ 1 • FOUND SURVEY MONUMENT AS 195 188 O N NOTED (IRON PIN, BRASS PER STIR ET NAME CORRECTION 174 17b C.A. "A" ♦ • CAP, ETC.) DK 1159 PC 3757 234 189 PER STREET NAME CORRECTION P.U.E. PUBLIC UTILITY EASEMENT FORTOLIT4. MOUNT A CIRCLE 181 194 COMMON ! DK 11594 PG 3757 ! N.A.E. NO ACCESS EASEMENT �71 - 233 SHEET 11 TORTOLITA MOUNTAIN CIRCLE BSL BUILDING SETBACK LINE 232 t CO MON AREA "A" N � 17? ♦ AREA "A" 188 ! (R) INDICATES A RADIAL LINE 1D A CURVE. INDICATES 1/2- IRON PIN TAGGED BY _ -IWO 1 191 COMMON 41 AN R.L.S. ! ® INDICATES BRASS CAPPED SURVEY p I i (f 197 *'+� 190 COMMON AREA A" SHEET165 SHEET % ♦ 9 1AREA MONUMENT STAMPED BY A REGISTERED 1 N 172 163 223 224 2252227 19 *� 192 SHEET 9 A t COMPLETION LAND YOR TO BE OF CONSTRUCTION ONOOF THE P,A.A.L. 9 171 64 222 221 226 t e 209 P10 211 �p �'__ SVT (SIGHT VISIBILITY EASEMENT) •. 162 220 219 r 1 20b 208 212 ^f /� DENOTES APPROXIMATE LOT ACCESS LOCATION; I f5 230 229 228 *1 03 �204 • < S!^17 158 218 DRIVEWAY LOCATION TO BE DETERMINED AT 161 a w TIME OF PLOT PUN REVIEW. 152 ' 217 16 215 231 j 202 "'" 2D6 207 21 213 COMMON ACCESS FOR THE EXCLUSIVE f 160 •-88-89-90 g � 201 4�4 - .� BENEFIT OF THE LOT /(S) INDICATED . 151 15 P nec f6 157 SHEET 6 COMMON r 200 ® 10' z 10' ESMT TO TEP 199 ff19 ® 6' z 6' ESMT TO TEP i 170 �oG 15 156 : SHEET 5 AREA "A' • � 4 � �I �\✓ m 15' x 15' ESMT TO TEP 169 �y 14 15 -_-A OVED STONE CA /� 10' x 10' ESMT TO TEP 145 COLF COURSE ) ��`. a� 146 144 139 13B 137 // OV12-98-01 i TEP TUCSON ELECTRIC POWER COMPANY 168 16 166 147 143 1I2 14/ 140 136 1135 �� CIRCLE gL \ /;' �: N.B. NO BUILD AREAS f 4, . � f89'fd`X9'_E .101-182 COMMON ACCESS FOR TH EXCLUSIVE --'-- 1456.5� -"- 1170.90 N89'58'40"E 2641.83 23 BENEFIT OF THE LOT /(S INDICATED (C.A.E.) COMMON AREA "A" COMMON AREA 'A' e COMMON AREA „A PER STREET NAME CORRECTION FND. G. L 0. i 1 DK 11594 PG 3757 STONE CANYON PTIASE I ;NORTH FND. PIMA COUNTY FND. C. 1 • � /,BOOK 52, PACE 27 n,,,,,, V/SHEET INDEX UNSUBDIVIDED DV12-98-02 0 O I �54 �' J I � /i I O All � M/U -�R ' rti 1 9 -is a tl I rn - - a - - II �1 I II - - - - - SETBACK ENVELOPE I f19,rs, `•i I 11, I I rTyp I x-s , 1 I 20' BSL I r Mei �, card J �. n� 1� 3fJti' I I I �i i I 1 (SIDE) tar uNIE t AND PUBUC I 1� IT A w eu,t'p,u I Trr r r.u.r ; } r P.uL 11 I I 1 x' W uTIUTr Ds,T.1 1 A2r RL I I I Y RAE _ I I IC•� I _ I I M 1-- - r►u.E TrJ L---- ------- -T -- L---�---� ---- ��-------- ----- ---- ---- ------ STONE CANYON H ------------------ -- -- ----- DETAIL A'FOR SKEWED TEP EASEMENTS — RANCHO VISTOSO NEIGHBORHOOD 11 NTS-------------------"------------'- 30 BSL FRON LOTS 135 THROUGH 234 COMMON AREA A (OPEN SPACE) TYPICAL LOT BUILDING SETBACK DETAILS & COMMON AREA B (PRIVATE STREETS) NTS ,2214 9 BEING PORTIONS OF SECTIONS 14, & 15, T.1IS., R.13E., G.RS.R.AI., (BUILDING SETBACKS TO BE DETERMINED JACK TheE i� ^�.&l 7t , D..;,° AT TIME OF SITE PLAN SUBMITTAL) BACK .m TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLB �C.o�....y,g .r La. Vne mG VCW W4�, Ca Group :,`.;.`n.a. Bs:'D)ede, Tieyo AUGUST 1999 SCALE: f" = 300' WLB} 185050-A-31C-0106 OV12-98-22 SHEET 2 OF 15 ANNOTATED COPY t C pCURVE RADIUS DELTA ANGLE ARC LENGTH C1 1 336.00' 1 1 T30'45" 1 102.70' LINE BEARING DISTANCE L1 S 12'03'44" W 6.00' L2 N 79'40'46" W 19.04' L3 S 27'50'00" W 19.73' L4 S 16*27' 10" E 14.32' L5 S 59'33' 16" E 26.12' L6 N 57'32'58" E 8.63' L7 S 31'20'56" E 17.82' L8 S 76'54'33" E 49.62' L9 S 88'56'24" E 26.79' DRAINAGE & `� GRAPHIC SCALE- f Inch = 50 Feet SLOPE EASEMENT. PER BK.-'53 , 30.00' ` , ° 1� S0 ,00 PG. 48 M.&P� `6' UTILITY EASEMENT PER TORTOLIT- ~� l!d BK. 53 PG. 48__�` A NO�eU SF t 100-YEAR FLOOD / C8 NEW NO- BUILD LIMITS PER BK. 53 L9 AR DESCRIPTION t f L88�\ PG. 4$ M` : POINT-OF- BEGINNING)LOT 167 / �� \ STONE CANYON 11 f o\, f t \ BK. 53 PG. 48 M.&P. t A.P.N. 219-06-0480 / NO -BUILD _ . 1063 W. TORTOLITA AREA PER MOUNTAIN CIRCLE ' 35543 0 BK. 53 �� 46,019.9 SQ. FT. 1 TODD A.HOUT PG. 48 � � ." . � 1.06 ACRES 1 1% NQ ABANDONED10 ' R2aNA U5�' t 3 568.7 SF---"") ABANDONMENT EXPIRES 12/31/15 / - 25 21 •-�, �,,, .� v DESCRIPTION NOTE: THIS MAP IS INTENDED TO POINT -OF -BEGINNING PORTRAY NEW AND ABANDONED " - - i��- ` - - - NO -'BUILD AREAS OVER THE N 89 57 20 E 104.29 SUBJECT LOT AND DOES NOT REPRESENT A BOUNDARY SURVEY. LZ O N 12'03044" E 30.57' L84 N 24'05'20" E 36.32' L85 N OT11'38" E 34.52' L86 N 50'52'43" E 25.31' L87 N 32'32'57" W 79.58' L88 N 85'04'28" W 16.25' L89 S 02'20'13" E 15.51' L90 S 38'01 '07" E 51.98' L91 S 47'40'01 " W 31.95' L92 S 12'53'34" E 43.68' L93 S 37' 10'58" W 39.32' 6kR❑ LA R 1 S AN EXHIBIT OF NEW AND ABANDONED AND NO -BUILD AREAS OVER A PORTION OF LOT 167 �WSURVEYINGy LLG OF'STONE CANYON 11", BIG 53, PG. 48 OF MAPS 3528 N. FLOWING WELLS RD. AND PLATS, 1N THE S. W. 114 OF SECTION 15, TUCSON, ARIZONA 85705 T.11 S., R.13 E., G.&S.R.M,, PIMA COUNTY, AZ TEL.: (520) 322-6400 FAX: (520) 322-6401 DATE: JULY 1, 2013 POLARIS JOB No. 13103 NOT A PART ANNOTATED COPY 'UK AUUKL,JLJ SEE SHEET 11 DETAIL i 0 O I\ A SEPARATE EASEMENT FOR AN UNDERGROUND ELECTRIC DISTRIBUTION SYSTEM IS GRANTED WITHIN COMMON AREA 'B' TO TUCSON ELECTRIC POWER COMPANY. aca 14600-N. N8424'04'E -4 o' 1 AL /o 223 51.61 Ti\ S,p.z, N.B. f 45 519 SF \0 4LS1032 1.05 ACRES 14588 i0 N. ��B �N.B. UU Pe221 222E 223 MT, \sia 20.15-- L-46 S7_ - n24E LC42 10 .812 2.32 C SEE RESUB 6100 7"4',� ` 53"' CIO T _ 101.22 � \ 36' COMMON ACCESS OF 19.45 \ PUBLIC UTILITY k 221 PRIVATE SEWER ESMT. Z/111C-97.3D\ :� a220-2214,048 SF1.03 ACRES = 18' / / 220 6' P.U.E. o N.B.r� / 48,454 SF / 14598 �ig� 1.11 ACRES \\ Sill ,9676 18 14589 `b\ B �\ 'N.B. Jl \ 9\77 • : L 20� 6\ ' N.B. t i 1 \ 11 N.B.Ilk \�6� w'N.B. �S�•1B sill h51143 217 SI13g _I - - 5114) - ?� 64,477 SF 1454 S\\'T'/ 316.46 30 1.48 ACRES �� N.B. �224 Sr n \013 44,766 SF S1018 6' P.U.E 1.03 ACRES 3� LC44 - [•1 7.32 C lr s65 6, 6114 I N.B. o \ +J N N.B.\�'( I.DD ht•rtc� \` 4 yh� i S`fl1g169 NOT A PART A E. 7P.U.E O O 10 A SEPARATE EASEMENT FOR AN UNDERGROUND ELECTRIC 1 4600-N DISTRIBUTION SYSTEM IS GRANTED WITHIN COMMON AREA 'B' TO TUCSON ELECTRIC POWER COMPANY. I �L+i 4s72 225 .5 ). 4 _ 1121 43,755 SF -�/ j \ - 1.00 ACRES C N.B. I 4i Sr01 gr*": S/075 ,n'^ 51009, 5� O 1 N.B. 1 v - oLa N.B \ J N.B. 901 / N. 6' P.U.E. 219 tgil L=179.33g11p� 44.100 SF ^ 5 1.01 ACRES �S1101 � ^' 1 ? \rb S J v1 ZLC-/� �OoN.B. 1 \ �� 5889 �F�J `�y\\/ . �7j6 5901 J 226 SA�Ai�� '9 0 75,267 SF / " '% f�f101 F206 N.B. 1.6. ACRES / 1 / 16' �.0 .,Is - NO I NBUILD AREAI I Jl.,, P.U.E./ / N.B.-+/ D 5 C[65 . K 41 C. l ,( .. u '1.- N. __ F�� .4�ti6 i �•6 � N.B. N8627'26'E ryS1211�93S.6II126� 1 6\tS111� 21p o IfI c Lp % 1455 45.555 SF V N.A. i 01 y/ I 1.05 ACRES S1121 J iB736'16'E 57.53 "f¢ N.B. 1453 �a21SE 1 4500-N. ZgB1* e / \S\\�� h 0442' TS8631'41'E - 370.38� ADDITION 25 NO 9Ul AREA PER aK 4/05 ro 73 No - De a as x0 RDi DO SEE SHEET 5 TheEngin caring Planning Surveying t_ Lenoeeape ArMltaclure Urban Deelgn WI Offices located In Tuc9on, Pnoeni• L Lae Vega% ana Vlct> V iiey Ca A.44 Eo=t 121--f , + GroyF Tuceon, Algona (802) Bai-74e0 l r-60, :OMMON iS D''RLLIVE, ,g' 8 DRAINAGE k z 1 LEGRANTED k IVATEITY .R ESMT. g TOBE LA BY THIS PLAT 5-217-218 - ,0 215 6 �u !J� 44,787 SF 1.03 ACRES PER DK 12599 PC 773 273.84 \ 227 1.47 ACRES ® \ 36' COMM _., ^""` \ ACCESS DI PUBLIC UT PRIM N.B. SEWER U 9227-2zE N.B. 1596 I \ = SBBI 6' P.U.E.L ►'- 5970 -1 `c�9� 1�g• 18.81 \ 16 \; r \ N.B. � ) ,0 N.B. 230 t $sz',`I� SDe N 57, 102 SF P 1.31 ACRES 1?" '.i1JA' 5911 \ N.B. " N 160 S953, 0.74 Pia ^ S913 \ �/Co231 D ��/ s w q�p 55.948 SF t¢� 1.28 ACRES \) /a3P - B Sghr / 16' f 6' P.U. 1 6' u N. a, -' h_ w N.B. +6 W.1111100 DRAINAGE k SLOP ESMY BRUIRA ST1'`-� BNE DRAINAGE k SLOPE ESMT. 36' P.U.E. k C.A.E. I / J /BY SEPARATE a L_[ INSTRUMENT o DKT._,PC._ ` � 1 / � W MOLTEN ROCK DRIVE I 18 P.U.E. k C.A.E. a S7 R ; DDKKT._,PG._ V _ � 18 z < \\� r( 18' COMMO \0\96 PACC[ECSS,TDIRLIITM k( -ssl?, PRIVATE t100 N.B. a1E9W7E-R198 MT 1190 197 ', 43,799 SF 'S 1001 ACRES �' F243 r �/ N N.B.31 IN 91 1192 198 44.120 SF 1.01 ACRES AR FLOOD LINE .\ CONSERVATION EASEMENT\ 1'� `tit ", 1� 1' LS.�9 N.B. `R,0 Qi J �� ?� _ \\ h 0' PUppBppLI��C //U�L,,TEEILITY"tr•'s�, ASEIIERIVESAIT,- \ \r TO BE GRANTED BY THIS PLAT J 1\ I • 10X 50' ESMT �8 �H.&RT N.B. BY THIS PLAT , I,nls� S941 G` 32'45'30'W229 56.1, 56.198 SF 1.29 ACRES 4e So'/ oil N.8 n m \� \�vSg9S S,gyb599� / XS 1 _" i l 228 a/ 104,239 SF / 2.39 ACRES / 54, 25.93 1 1 4500-N. STONE CANYON li RANCHO VISTOSO NEIGHBORHOOD 11 LOTS 135 THROUGH 234 COMMON AREA A (OPEN SPACE) & COMMON AREA B (PRIVATE STREETS) BEING PORTIONS OF SECTIONS 14, d 15, 17.11S., R.13E., G.RS.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA AUGUST, 1999 SCALE. .1' = 60' WLB1 185050-A-31C-0106 OV12-98-22 SHEET 8 OF 15 7 L ANNOTATED COPY 7 CENTERLINE CURVE TABLE CURVE ABL1 LE CURVE I L NGTH I RADIUS I DELTA 900.00 00 LOT CrTRYR TA r7r v CURVE TABLE CURVE LENGTH RADIUS DELTA LC1 39.49 25.00 90'30'37' LC2 34.22 25.00 78 6.04' LC3 37.94 25.00 86 6' 2' LC4 37.94 25.00 656' 2' LC5 38.00 25.00 7'04'50" LC6 50.97 50.00 824'43' LC7 91.24 76.00 68*47*10" LC8 107.25 76.00 80'51' 3" LC9 115.99 76.00 87 6' 5' LC10 78.57 76.00 g 7' LC11 51.35 50.00 5 '50'19' LC12 38.00 25.00 7'04' 0' LC13 98.09 180.00 113.24- LC14 50.03 80.00 5'49"45" LC15 32.07 125.00 14'42'03' LC16 16.66 125.00 7• 4' LC17 121.82 139.60 50'00'02' LC18 177.18 568.81 17'50'51' LC19 128.27 100.00 7329'33' LC20 80.64 65.00 71'05'02' LC21 102.86 181.00 2'33'42" LC22 41.16 181.00 1 '01'50 LC23 96.19 255.00 1' 6'44' LC24 56.78 181.00.1758'31' LC25 113.09 400.00 1611' 4' LC26 40.40 25.00 *35*21' LC27 34.85 25.00 79.52'21• LC28 35.31 25.00 0"55'43' LC29 115.41 175.00 7'47'03' LC30 179.77 81.00 12709'29" R LC31 168.62 532.00 18•09'38• LC32 220.35 02.00 153 7' 4' LC33 116.32 300.00 12'56' LC34 150.46 80.00 1 7'4 1' LC36 242.08 50.00 77 4' 1' LC37 42.54 50.00 48'44'40" LC38 42.69 50.00 4855'06• LC39 43.02 25.00 98'35' 3' LC40 50.82 25.00 11628'02" LC41 48.73 125.00 2220'07" LC42 58.74 181.00 18'35'41' LC43 47.68 25. 00 10917 O6 LC44 36.68 50.00 42'0142 LC45 93.09 50.00 106'4019 LC46 20.01 50.00 22'55 36 RIPARIAN l.TAFF TArirr LINE TABLE LINE LENGTH BEARING R1 44.74 N2237'31'W R2 55.54 N29'22'38'W R3 29.26 N01'58'35'W R4 122.60 N2628'11' R5 23.93 N5904'55'W R6 12.98 N2502'04"W R7 52.12 N1209'52'W RB 41.10 N4807'00'W R9 20.40 N0000'000W RIO 14.38 N69'47'24'W R11 51.68 N42-47'16'W R12 28.51 N7429'16'W R13 34.57 N87'45' 6'W R14 17.56 N1809'14'W R15 59.62 N0215'44'W R16 138.42 N2012'51'W R17 30.72 S26'35'00' R18 23.59 S091 '02' R19 14.03 S0918'02" R20 5.50 N7910'4 "E R21 8.77 S3514'01'W R22 10.63 SO4-28.30' R23 13.02 41' 7' 8" R24 5.92 57'49'11"E C 184.48 200 000%*S CL77 174.34 300.00 CL78 43.35 50.00 CL79 38.20 25.00 CL80 42.04 25.00 CL81 46.71 50.00 The WI B L Engine-inq Pionnlnq Surv.ylnq LO d.cuc. Arceu.<e,r. Urban o.19n Will- 10eoe.a h T.-. . Ph-i. Lai. V.9,% end VktO Vail.,. Ca rOU�K a4aa East BrOOdWOy T. -. Arllr n (602) 801-7480 LOT LINE TABLE LINE TABLE LINE LENGTH BEARING L1 30.12 N5726'44'W L2 11.81 N04'52'09'E L3 28.04 N60'32'31'E L5 29.89 N3415'13'W L6 16.77 NBI'01'19"W L7 15.81 N81'01'19'W L8 22.83 8056'00'W L9 12.81 NII-31-08' L10 49.93 NII-41.53' Ll1 29.94 N0057' 'E L12 15.03 S11'41'53"W L13 29.94 S00'57'02'W L14 24.48 N79'40'46'W L15 29.89 S341� 13' L16 27.49 S66'38'31'E L17 26.07 N5704'31' LIS 20.77 S15'33'17' L19 22.86 N44'41'37"E L20 19.23 S79'4 '46"E L21 18.00 N52'45'22'W L22 18.00 S52'45'22"E L23 36.11 N0818' 2'W L24 36.75 N12'54'06'E L25 32.65 NOO18-05' L26 37.63 S63'46'13'E L27 17.85 N57'35'56'W L28 18.66 N8210'00'E L29 17.39 S8018'05'W L30 18.68 S1057'54'W L31 33.-6 S76'37'34"E L32 33.47 N56'32'100E L33 31.48 N8427'27' 4 29.46 N63'46'13'W 5 35.41 S14'05'O6'W 6 18.00 N75'54'54'W7 36.00 S75'54'54'E8 r 33.79 S00'41'43"W 39 29.21 N7112'15'E 0 43.78 N79'41'54'E 41 9.61 N87'34'22"W L42 27.06 N77'02'34'E L43 11.67 N7702'34'E L44 18.00 S51'46'31"E L45 18.00 N51'46'31'W L46 12.93 N4414'07'E L47 9.46 S20'56'26•W L48 25.01 N2355'32'W L49 19.98 N4608' 8"W L50 35.31 S2207'59'W L51 48.93 N58'38'18' L52 17.92 N0203.44' L53 34.48 S0203'44•W L54 18.00 N45'35'12'W L55 18.22 N40'46'35' L56 18.00 S45"35'12'E L57 21.58 N8424'04' L58 29.66 S7724'S2'E L59 28.04 S60'32' 1'W L60 28.04 N60'32'31' L61 16.53 N82'31'31"E L62 36.20 N0000'00'E L65 18.00 S75'54'54'E L66 36.36 S11'52'04'W SE FFER EASEMENT TABLE LINE TABLE TINE LENGTH BEARING SE1 195.56 S0304'25'W SE2 189.67 S0304' 5'W SE3 14.23 S0304'25'W SE4 101.24 S5735'56' SES 79.87 5Y35'56' SE6 15.06 S0304'25'W SE7 222.61 N78'58'53'W SE8 20.00 N1101'07'E SE9 230.78 N7858'53'W SEW 157.03 N1305'27'W SE11 53.33 N38'41' 6"E SET 212.4e N4011'31'w SE13 197.34 N4011' 1'W SE14 46.59 N38'41'26'E SE15 166.74 N1305'27"W FLOOD LINE TABLE LINE TABLE LINE LENGTH BEARING F1 61.82 7101'43' F2 45.00 N18'42' 9"W F3 197.92 N68'39' 8'W F4 33.99 N64'31'13'E F5 8.11 S33'42'40' F6 34.69 59'30'35' F7 21.40 0417' 3' F8 24.34 S36'41' 1' F9 39.15 S19 55' 'W F10 67.73 S14'55' 4'E F11 29.38 S2557'22'W F12 37.20 N01'39' 3'W F13 42.76 N65'41'30' F14 15.48 N01'58'35"E 115 9.89 N35"48' ' F16 34.32 N11'49'11'E F17 65.15 N16'40" 1'W F18 23.43 N06'31'47'W F19 36.03 N330Y 6'W F20 27.56 N47'2Y 4"W F21 48.75 N6812' 2'W F22 24.08 N050 '47' F23 75.91 N3310'µ"E F24 26.70 S101Y45'W F25 25.09 N3528'15" F26 185.12 N0816' 7'W F27 49.13 N5313' 'W F28 147.90 24 1' 1"W F29 43.59 N41'46'59'E F30 71.46 N1422' 2'E F31 52.38 N1719' 5'W F32 25.04 N2917'41' F33 60.84 N 5.39' ' F34 22.79 24 9' 5" F35 18.69 N41"33' 2'E F36 13.77 N2123' 0'W F37 74.91 N1211' 2"E F38 108.64 N23'57' ' F39 13.97 S2751' 6' F40 14.11 N23'45' 9'W F41 22.60 N2617' B'E F42 18.79 N4850'12'E F43 36.44 N1722'O1'E F44 21.92 N56'59' 9'W F45 4.81 N1226'11'E F46 28.34 N7907' 3' F47 20.37 N3016' 5'W F48 9.80 N18.26' 5-W F49 14.71 NO000' 'W F50 7.30 N39'35' 8'W F51 59.83 N26'33'41'E. F52 56.77 NO704' " F53 42.23"N4501"22'W W F54 15.44' F55 29.25'E F56 14.05'E F57 44.16" F58 86.68'W F59 29.96'W F60 44.74 N88'56' 4'W F61 26.79 N8856' 4'W F62 16.38 N7558' 8'W F63 17.82 N3120' 6'W F64 8.63 S57'32'58"W F65 26.12 N59' '16'W F66 51.71 N1627'10'W F67 36.76 N1927'16'E F68 67.42PN1119"07'W 3"E F69 29.387'E F70 28.90'W F71 30.22'W F72 79.03W F73 58.253'W F74 13.507'W F75 39.84 N68'34'04'W F76 13.40 N32'55' 4'W F77 57.88 N37'41' 6' F78 35.4.4 N16'4 -43-E F79 34.54 N16'42'43'W F80 41.69 N0054' 6'E F81 22.40 N55'51'41W F82 34.17 S4414'17'W F83 16.12 N7050'07'W F84 40.40 N4051' 9"W FLOOD LINE TABLE LINE TABLE LINE LENGTH BEARING F85 93.14 NIVOW09'W F86 27.30 671 '58'W F87 31.45 40'45'17'W F88 41.02 17 1'4 ' F89 11.84 N 6'35'00'W F90 37.68 30-38-19-W F91 28.51 N8720'21'W F92 18.00 S3602'57'W F93 17.87 1616' 1' F94 07.67 N43'02' 3'W F95 47.21 N43'02'03'W F96 26.92 N76'lf4O'W F97 11.94 N761 '40'W F98 11.73 N1624'07'W F99 26.89 0 4'53'W F100 36.35 N33'07'56'W F101 58.59 N6050'16'W F102 31.82 N7759'52'W F103 14.70 N3551'34'W F104 99.91 7659'13'E F105 24.27 N11'00'44"W F106 29.49 N4555'56'W F107 5.92 N 6'3 ' ' F108 15.11 S6112'30' F109 56.51 N1104'44W F110 91.56 N3306'48' Fill 22.34 N7903'16' F112 33.99 64' 1'1 'W F113 29.81 N88'43'41'W F114 9.63 N1557'27'E F115 21.86 N5453'14'E F116 33.70 N19'31'01'E F117 18.30 N52-53'25"El F118 27.23 N2557' 7'W F119 37.08 N0202'49'W F120 71.79 N1710'00'W F121 46.34 N01'38'16'E F122 13.32 N26'35'00'E F123 49.14 N25"32'51'W F124 58.14 N11'49'50'W F125 18.85 N25'31'39'W F126 70.95 NO3'44'46' F127 20.04 N8224'41'W F128 20.39 S5416'04'W F129 2.50 N5411'02'W F130 11.90 N5411'02•W F131 18.31 N4 7' 6' F132 49.50 NO82Y4 'W F133 38.59 N 210'56' F134 112.20 7826'02'W F135 84.04 N40'31' 1'W F136 47.37 N24'47'33'W F137 20.11 N8914'17' F138 69.97 N60'32'37" F139 39.74 N7926'S0'E F140 72.22 63'45'56'E F141 63.07 S5059'1YE F142 35.02 S17'41'03'E F143 41.92 1151'05'W F144 123.96 S1O'32'00'E F145 33.62 N20'34'16'W F146 9.36 N8152'35'W F147 58.00 S5158'30'W F148 59.11 N7703'48'W F149 127.56 59' 0'W F150 25.36 NOT30'06' F151 63.33 N11"40'40'W F152 29.81 N88'43'41' F153 9.63 N1557'27E F154 21.86 N5453-14' F155 33.20 N19' 1'01' F156 18.30 N5253'25' F157 59.03 N4255'30' F158 33.75 N4812'09'W F159 25.81 NO128'12'W F160 27.90 N2219'20'W F161 17.22 S6723'47' F162 20A8 4900'49' F163 24.42 S32'50'58' F164 69.27 S1858'06' F165• 52.82 N8204'46' F166 17.37 54023'14'E F167 47.36 N6Y41'48' F168 296.31 N5654' 3'E A FLOOD LINE TABLE FLOOD LINE TABLE FLOOD LINE TABLE LINE TABLE LINE LENGTH BEARING F169 109.86 N7024'22'E F170 12.59 03'00'55'W F171 50.05 74'09'47W F172 30.05 8'3 '38'W F173 W.67 N6353'13'E F174 259.91 N53'45'47" F175 1 21.63 N66'49'05'E F176 33.84 N66-49*05*El F177 40.66 N 7'3 ' F178 61.81 85'05'14' F179 NOT USED FIBO 5.69 N2929'44'W F181 33.86 S40'00'34•W F182 86.52. SOO100'00'W F183 62.64 N301 '09" F184 50.81N16'34'59*A. F185 33.43 N69-43'57'El F186 NOT USED F187 NOT USED FI88 91.82 N08'30'48'W FI89 43.88 N25'4Y14'W F190 21.77 N 009'O1' F191 15.58 N4225'1 ' F192 40.90 N0217'31' F193 15.01 S50'33'03'E F194 28.74 N6742'34E F195 34.98 N1 25'03' F196 22.25 N 722'07'W F197 1 16.84 S68' '40' 50.53 8654'31' 142.56 N4509'58'E 24.64 S75'35'26'E K 39.05 N7754'54'E 20.45 N01"54' YW 43.57 N6952'43'W 65.32 N1622'04'W 54.27 NOS3Y00'W F206 20.50 S212750'W F207 10.48 S4810'05' F208 91.70 S4 15'58' F209 70.38 26.31' 0' F210 20.20 1 '06'W F211 45.44 N33'52'42" F212 78.94 N06'42'54'W F213 32.31 N19'49'53'E F214 39.71 N2 50'18'W F215 58.35 S59 6'51' F216 1 45.03 N3621'59•W F217 18.00 N06'35'08'E F218 10.88 N5519'38'E F219 9.45 S7628'29' F220 79.96 N15'52' 9'W F221 34.48 N0501'0 ' F222 105.03 N5421'11'W F223 26.10 N2222'5YW F224 71.73 N 222'5YW F225 83.29 N3714'17"W F226 45.47 N1509'09'W F227 26.23 N1058' ' F228 14.01 N605Y50'E F229 28.41 S2103'12' F230 24.62 S0620'44'W F231 85.20 S4613.15' F232 44.98 4613'15' F233 33.36 739'53' F234 30.72 S27'43'06' F235 10.89 N90 0'DO' F236 32.25 N47-35'10' F237 22.61 57418'1 ' F238 77.69 15'39'15'E F239 89.27 N401157'W E240 34.42 N0905'S2'W F241 38.66 N2352'3B' F242 1 37.41 N0205'02'W LINE TABLE LINE LENGTH BEARING F243 6.88 N56'39'14' F244 17.22 N05'42'53'E F245 23.42 N5201'23'W F246 12.22 N1918'13'E F247 25.55 N51 i'44"E F248 70.88 N27'41'15"E F249 21.66 S 5'46' 1'W F250 73.09 S0524'59'E F251 78.43 N85'31'09"W F252 12.38 S21*49'06*W F253 48.69 S2409'46' F254 26.81 S365329'W F255 17.01 S07'46'18'W F256 10.49 N0928'17'E F257 22.33 N2210' 7'W F258 16.00 N7318'48"E F259 10.89 N3918'38'E F260 18.40 N0223'15'W F261 36.32 N2739'54'E F262 25.48 N74018'12'E F263 135.03 NOS'42'3YE F264 17.49 N08'45'11'E F265 11.09 N7001'53'E F266 20.19 N7001'53'E F267 26.15 N1152'17' F268 31.54 S6406'41'E F269 29.74 N72'33'57E F270 23.06 N1826'55'E F271 38.18 N8621'03'E F272 24.07 S4238'1YE F273 9.86 N29'22'37'W F274 29.56 NJ324'26' F275 31.98 N718'46'E F276 22.30 N2452'50'E F277 13.91 N7625'53'E F278 64.06 N4813'25'E F279 78.80 N2015' 1' F280 20.67 N5418'55'W F281 22.78 S8203'47'W 118.85 S3424'45'W 27.76 5053'04'W NOT USED a 98.39 N11 O'33'E 74.92 N08'45'13'W 20.80 N01'34'53"W 119.70 N8004'10'E 63.98 N2209'58'E F290 41.63 N0711'15"W F291 35.22 S01'34'53'E F292 91.53 1802'00"W F293 30.41 SOO'59'16'W F294 66.60 21'44'01'W F295 11.12 SOB08'19'E F296 55.19 N6553'19'E F297 13.03 S4007'24'E F298 50.39 11'33'06'W F299 12.29 012'58'E F300 14.80 N400'r4'E F301 54.74 S1 0'05' F302 1231 N6354'17E F303 1285 NII-46-41" F304 65.46 N3732'05'W F305 41.75 N11'36'04'W F306 50.14 4 03'16'E COMMON ACCESS TABLE BOUNDARY CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS DELTA CAEC1 34.99 32.00 39'13' CAEC2 76.54 61.96 76 7RNI' ' LINE TABLE CTH BEARING CAE1 44.35 N49'45'08'W CAE2 19.49 N4945'08'W CURVE TABLE CURVE LENGTH RADIUS DELTA C2 40.76 150.00 15'34'10 C3 39.47 60.00 37'4119 C4 47.90 40.00 68'36'55 C15 52.22 300.00 0958'27' C28 39.49 25.00 STONE CANYON II RANCHO VISTOSO NEIGHBORHOOD 11 2K; �q LOTS 135 THROUGH 234 OUCH COMMON AREA A OPEN SPACE & COMMON AREA B (PRIVATE STR ETS) BEING PORTIONS OF SECTIONS 14, k 15. T.11S., R.13E., G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OV12-98-22 AUGUST, 1999 SCALE. 1' = 60' WLB1 185050-A-31C-0106 SHEET 13 OF 15 1 L ANNOTATED COPY FT.nnn IJAFF 3'ARLF LINE LENGTH BEARING F370 35.19 7' F371 41.65 7' F372 76.00 1 '49'W F373 65.19 1 52'45' F374 111.86 '41' 1'W F375 134.05 1 '14'W F376 37.60 N '1 ' F377 33.03 9-47' ' F378 75.38 4 6• F379 24.6E i '46' 4•W F380 12.94 11'46' 6' F381 13.41 N5027'44'W F382 24.79 N0928'13•E F383 23.52 N 619'S0'W F384 11.67 1 06 20'W F385 17.30 N4501'24•E F386 16.34 N8708'21' F387 28.33 N57,7'08' F388 38.50 N8348'06'W F389 22.65 N3016'35'W F390 30.57 N4606'14'W F391 47.26 N68'45'53'W F392 39.16 N0223'16'W F393 112.49 N20'48'50• F394 24.96 N51'39'19'E F395 26.91 N01'44'11' F396 97.62 N1300'23'W F397 88.44 N07*46'17'E F398 30.95 S42'38'13'E F399 19.47 T 6'S8• F400 21.90 N5101'51'E F401 23.49 N0000'00'W F402 19.89 N2922'37W F403 39.88 5829'08'W F404 26.14 N6016'29'W F405 29.71 Nll00'43'E F406 83.57 N7155'48'W F407 180.27 N8159'36' F408 68.79 58152'35'E F409 106.28 N2350'48'E F410 94.95 N5013'01'E F411 66.66 S85'49'06'E F412 123.23 N2703'21'E F413 46.56 N1402'51'W 4 .1 S16'39 07 E F415 75.12 55704'29•E F415 32.71 ' F417 44.51 57316'S3'W F418 39.73 S36'45'44'W F419 23.05 1 ' ' 420 4 50118'46'E F421 20.82 1 N61,1 20 E N3225 58 E 1. 1 N58'35'27"E 69.86 N1905'01'E OF425 34.35 N2956'06'W 38.44 N72.43'S3'W 38.45 N2108'25 W 175.67 N25'46'20'W 4 9 ji 82.92. 52059'25•E .CLnPF LINF.• TARLF.• LINE LENGTH BEARING S54'36 21 E S2 46.65 S12'35'15'E 746'34'40 W S4 15.47 N8712'51'W S5 49.2 N44'4242W S6 32.02 N0201'41'W SLOPF. LINF TARLF UNE I LENGTH BEARING S71 16.73 N5850'18'E SB NOT USED 9 8.40 56923'49'W 10 .8 N65'34'26'w 11 40.1 N-35.03-W N8023 46 W S13 24.66 N5313'15'W S14 35.18 7'44' ' S15 38.78 54701'31•E S16 0. 6 51819'36'W S17 68.55 S44'3517'W SIB 15.63 S4435'17'W S19 44.95 N7716'24'W S20 16.27 N3314'31'W S21 10.25 53709'35•W N571211 W S23 52.82 N0250'20'E S24 15.48 N7900'17'E S25 34.80 56113'48'E S26 32.06 51615'24•E S27 19.00 S45'39'58'W S28 26.98 S30'59'20'E S29 36.33 N85'35'15'E S30 29.07 N51'30'29'E S31 19.48 N41IY40'W S32 26.60 R429'leW S33 40.41 N3516'14'W S34 37.27 N16'40' 4'W S35 9.68 1 '4 ' 4'W S36 27.78 S37 40.89 N65'38'29'W S381 21.53 21.05 74'44'S8' 19.87 23.82 I5.00 N09'36'37'E 12.63 N5602'28'E 18.64 51959'37'E E 27.08 9.34 4 2' 7'W 21.42 'W 18.4133.98 24.81 S47'37'30'E 63.95 N63'46'16'E S52 33.86 S531 15.73 51102'54'W 17.53 51102'54'W __S541 32.10 S5235'03'W 39.54 62.97 55700'O1'W 18.26 54326'S5•W 54.11 N36, T58'W 42.52 Nll00'42•E 40.55 N63.41'47•E g5to 3L56 S44'S0'04'E 4.39 N6000'01'E 62.50 N73'46'20'E 9.22 N73'46'20'E 24.77 S8634'48'E 25.01 S3318'10'E 39.61 0009'32"E S69 30.96 4227'30'E S70 11.18 50919'08'W S71 30.48 50919'0B'W S72 31.94 N5658'42•W S73 17.72 N2441'25'E S74 30.17 N 7'30'32'W S75 22.06 8255'31'W S76 9.58 N5414'37'W S771 30.66 N5414'37'W S781 10.74 6327'50'W S791 21.19 51718'30"E S80 18.01 55O1Y47'W S81 55.02 N6706'12'W S82 18.33 55714'07'W S83 30.63 S11'49'25•E S84 35.32 N2405'20' S85 34.52 N0711'38'E Engine-in.<g Planning Surveying The Lend.<ed. Ar<hllture Uredn 0..19n WLB oll,<.. la<el.d In Tu<.en, Ph. -I. La. Vega., end Y'dar "Ity, Cd 4444 EO.t E31Ood way Grouel• } Tu< . Art— (602) 881-7480 SLOPE LINF. TARLF UNE I LENGTH BEARING S86 25.31 N5052'4S N32'32'S7'W 16.25 N85'04'28'W 15.51 S02 O'13'E ktS87179.58 51.98 53801'07' 31.95 S4T40'01'W 43.68 51253'34'E S93 39.31 53710'58'W S94 23.75 N5252'05'W S95 22.45 N1603'35•E S96 23.25 N7018'29'E S97 .18.42 S47'37'28' S98 24.38 50616'04'W S99 21.33 S70'34'37'W slool 35.54 S82'43'18'W Slot 21.12 N6620.40'W 5102 24.74 N15'31'44'W 5103 36.83 N35'38'56'E 5104 22.20 N7416'10'W 5105 26.50 N41'41'21'E 5106 25.79 N0319.04-E 5107 28.02 N4606'D6'E 5108 77.87 N25'3554' S1091 32.16 N7019'06'E Silo 6.89 53811'04'E Sill 26.32 S38-11'04"El 5112 59.53 53127'29'W 5113 40.77 N165T 7'W 5114 24.87 55008'41'W 5115 15.08 50209'40•E 5116 28.55 S03-45-47-E 5117 23.68 57109'28'W SI M 53.5 561,1'34' 5119 19.81 52805' 1" 5120 71.67 S30'35'28'W 5121 33.73 N841Y44'W 5122 21.22 N0726'01•W 5123 33.68 N3801'59•E 5124 19.94 S60'42'38'E 5125 23.51 52255'09'E 5126 22.39 29'2 '40'W 5127 15.55 N4150'16'W S1281 29.45 N2115'43'E 5129 12.63 53710'22'E 5130 18.64 S03'45'23'W 5131 12.35 53254'50'W 5132 16.97 N51-38-16-W S133 25.21 N4710'16' 5134 13.24 54022'40" 5135 22.33 53802'1B'W S1361 34.68 56928'45•E 5137 24.77 N8315'05'E 5138 118.1, N6154-50-E 5139 37.62 57024'26'E 5140 37.09 S52'40'19'E 5141 14.87 N6420'32'E 5142 73.97 S6506'10'W 5143 79.79 S22'55'03'W 5144 94.60 50609'26'E 5145 18.56 58750'17'E 5146 63.34 N0102'56'W 5147 57.72 N2725'28'E 5148 32.95 N06'37'16'E 5149 38.45 N6114'21'E 5150 30.54 54423'43'E 5151 19.42 0628'52'E 5152 35.79 53925'42'E S153-155 NOT USED 5156 18.63 N4912'42'W 5157 62.44 53123'15'W 5158 36.23 56358'00'E 5159 10.27 S6358'00'E 5160 80.02 N75'32'54'E S161 60.73 52502'01'E 5162 20.83 S49'47'31'W 5163 16.64 N78'41'57"W 5164 26.08 N24'58'48'W 5165 36.66 S28-34-28-W 5166 27.95 S66'48'46'E .SLOPF. LINF. TARLF. LINE LENGTH BE S167 55.13 S87'02'06•E 5168 23.98 N6623'24'E 5769-T26 NOT USED 5227 11.03 N3618'17'E S228 37.77 N65'31'09'E 5229 90.12 N2100'55'E 5230 31.90 N6013'11'W 5231 168.53 N51,7'55'E 5232 64.68 N69'33'52'E 5233 70.55 N6608'20'E S234 27.92 N 619'S9'E 5235 101.72 N62 4'39'E 5236 16.75 56453'18'E 5237 26.18 N44,1'33'E 5238 36.57 56623'12'E 5239 20.59 S3107'06'E 5240 26.20 562,3'07'W 5241 44.10 58400'28•W 5242 23.58 S2859'13'W 5243 14.45 54704'23'E 5244 87.85 N68'39'33'E S2451 40.70 N05'57'56'W 5246 38.70 54651'56'E 5247 27.97 N7013'50' 5245 23.63 N0353'27'E 5249 44.89 N6613'55'E 5250 21.03 N18'36'1 ' 5251 80.60 N5611'24'E 5252 30.16 50050104'W 5253 24.07 55708'36'W 5254 24.72 S23'30'45' 5255 31.81 N5616.08-E 5256 NOT USED 5257 NOT USED 5258 47.91 N205Y42' 5259 173.25 N6104'05'E 5260 33.01 52853'14•W 5261-264 NOT USED 5265 151.57 N46'30'37' S266 47.64 N67'41'44'E 5267 65.75 S38'45'38'W 5268 59.86 S26'48'53'W 5269 49.95 55656'00'E 5270 45.98 N59'41'33'E 5271 54.05 5101'56'E 5272 23.18 N61'56'44' 5273 106.77 N6212'59'E 5274 157.50 N84'46'00'E 5275 37.38 N7505'07•E 5276 121.45 N6850'39'E 5277 46.44 N3902'35'E 5278 33.79 N6113'40'E 5279 46.13 N2718'29'E 5280 32.17 N62'55'54'E S281 68.96 143951'03'E 5282 49.08 58912'20'E 5283 24.13 54813.26'E 5254 32.66 N5022'15'E 5285 45.39 57123'19'E 5286 114.92 N7821'07'E 5287 36.38 N5652'24' 5288 169.94 N2613'27• 5289 59.09 N7429'12' 5290 55.30 N5712.15•E 5291 16.18 N05'34'43'W 5292 96.42 58725'51'E 5293 37.95 N4710'50'E 5294 70.37 N2214'57•E 5295-512 NOT USED 5513 40.55 53920'51'W 5514 153.69 55105'43'W 5515 30.69 S69'40'02'w 5516 65.19 N06'45'59'W 5517 52.86 N27'49'46'W 5518 20.28 N3707'09'E 5519 31.46 N8316'48'E 5520 39.57 51900'34'W 5521 24.14 51317'45'E 5522 28.10 S3253.18' 5523 47.01 N8256'30' 5524 132.10 N4420'06'E 5525 35.31 N25'42'59'E 5526 NOT USED .41.OPF LINF. TARLF. UNE LENGTH BEARING 5527 NOT USED 5528 56.58 S382 '44' 5529 44.80 53822'44'E 55M 36.92 N79'44'36'E 5531 61.63 N5610'S9'E $532 56.62 N3304'03'W 5533 78.78 SBB'41'54'W 5534 35.B6 N40' 7'20'W 5535 NOT USED 5536 35.39 555'47 45'W 537 5538 87.55 N68' 5539 29.89 N08'42'18•W $540 41.70 N5204' 1'W 5541 49.81 S79'33'S5'W 5542 55.90 NO2'43'53•E 5543 66.72 N35'36'42'W $54.4 57.70 75'35'33'W $545 36.81 37 '02'W 5546 106.01 N37'4 '48'W 5547 65.52 N0821'13"E 5548 126.22 N4306'31'E 5549 64.54 N4056'40'E 5550 79.08 53120'43•E 5551 52.03 N87,6'38'E 5552 32.40 S06'46'36•W 5553 27.90 S86' O'10'E 5554 30.23 50523' 'E $555 44.35 5312Y54'W 5556 67.81 S61'49'56'W S557 34.81 St 09'22'E 5558 44.33 N6955'16'E 5559 86.39 N31'43'08•E 5560 70.66 NO2'4543'E S5611 41.89 56801'51'E 5562 20.33 S39' 3'25'E S5631 34.20 S87'33'41'E 55641 21.70 50325'39'W $565 31.08 S49'34'S3' 5566 25.03 50104'40'W 5567 33.10 N85'32'31•W 5568 77.65 S42'32' 4'W 5569 47A7 N7325'S1'W 5570 78.03 52324'02'W S571 11.48 N8506'47•W $572 38.26 N8506'47'W $573 40.66 S16'42'31'E 5574 30.27 N3810'34' 5575 32.15 S48'49'39'E $576 84.28 N3526'09'E $577 37.01 S61'30'01'E 5578 57.99 N31'36'39'E 5579 31.45 51607'S2' $580 38.59 58300'14•E 5581 27.86 15'23'40'W 5582 114.16 5531B'34*W S00'45'43'E 43.69 S00'45'43'E 91.76 N7514'S4•E J5583112.43 41.20 N5609'10'E 88.36 N5203'D0'E 79.57 S89'41'55'E 62.27 S20'49'29'E 35.88 57755'47•E 5591 17.28 S30'30'37" 5592 30.3! N75'35'47' 5593 44.01 N0503'07'E 55941 37.01 N78'5'11'W 5595 47.94 N1515'49•E 5596 50.57 S48'30'24'E 5597 113.30 S7 07'00' 5598 69.35 58604'55E 5599 29.66 S0B'39'42'E 5600 42.86 S4639'16'E 5601 20.11 8400'51'E 5602 28.71 N2950'47'E 5603 37.42 N801Y44' $604 38.96 56551'24•E 5605 77.61 N6122'15'E 5606 60.95 N2811'36'E $607 27.46 N72'39'26•E 5606 23.31 $609 78.29 S88'37'11'E 5610 39.85 N7810'00' CLnPF LINF TARLF UNE LENGTH BEARING 5611 26.17 N40'43'25' 5612 25.02 N24'3Y08'W 5613 24.62 N8003'36'W 5614 31.05 N48'52'23'W 5615 21.43 N6602'49•W 5616 14.59 N18'42'42'E 5617 33.07 S772643' S6181 27.72 S88'36'05' 5619 65.96 3018'58'E 5620 21.53 6613'04' 5621 62.82 N580Y1Y 5622 93.53 N0613'57' 5623 47.46 N0404'42• 5624 23.1 il S2528'55'W 5625 9.28 52528'55'W 5626 45.66 N6615'52' 5627 34.89 7501'06'E 3628 30.20 N33.42'36• 5629 36.60 N16'45'28'E 5630 19.92 N5T46.0t' 5631 24.36 N83'32'21•E S6321 45.93 S51'49'48•E S6331 31.55 52711'07'E 5634 38.30 S77'40'22'E 5635 22.25 502'I3'05•W 5636 26.82 S60'42'32'W 5637 38.26 50313'54'W 5638 117.52 N7306'08'E 5639 132.46 N7803'50' 5640 29.83 S66'48'57'E 5641 44.13 S37'48'52' 5642 32.26 S10-47.28-W 5643 113.18 S6016'25'W 5644 93.01 50229'52'E 5645 24.11 S39'53'14' 5646 62A5 57721'0l' 5647 66.95 S54'07'36"E. 5648 21.69 N624 '03' 5649 49.06 57508'18'E 5650 38.26 S42'21'52'E 5651 15.55 54221'S2' 5652 38.67 58521'10'E 5653 84.57 51710'48• 5654 70.01 S27'36'S7' 5655 15.61 N7918' 1• 5656 48.00 N14'36'21'W 5657 26.01 N1312' 4'W S658 16.15 54721'54' 5659 36.27 14210417'E 5660 NOT USED 5661 30.07 S46'42'02'E 5662 60.99 N2704'25'E 5663 27.29 S88'39'11"E 5664 22.23 N26'34'57'E 5665 24.55 N78'42'00'E 5666 47.92 S6T34'12'E S667 40.34 N55'47'36'E 5668 28.56 N1B'44'28'E 5669 43.47 N5252'36'E 5670 41.82 N85'38'03'E 5671 33.03 53671'29'E S572 12.19 N69'3Y15'E 5673 38.03 N19'35'15'W 5674 17.29 N42'31'00'E 5675 38.56 S8714'05' 5676 37.11 50221'33•W 5677 35.11 S03'32'51'W 5678 65.48 77.57 'E5680 20.79 'E5681 29.92 0N6919'12*E•E5679 •W5682 73.53 'W5683 42.64 •E5684 38.10 'E5685 34.06 'W 5686 30.97 54914.01•W 5687 9.52 SO4'49'49'E 5688 84.42 N 423'03'E 5689 33.64 N4709'30'W S69 S69 S69 S69 AUGUST, 1999 SCALE. 1' = 60' RLOPF LINF. TARLF. LENGTH BEARING 24.36 53756'21' 41.18 N88'359' 28.32 N2900'41•E 30.62 NO2'30'41' I 13.58 S44'44'13' 19. ND630'S1'37.3 N4320'S7' 19.8 N8713-13-WI 15.1 53406'30' 19.45 50214'39"W 5704 51.12 N3253'32'W 5705 19.53 N56'39'17'E 5706 17.76 N0024'39• 5707 24.24 N7413'39•E 5708 29.55 53401'26'E 5709 17.82 02'31'27'W 5710 34.63 N7606'28• 5711 20.39 S35'33'09' 5712 22.77 1,7'33•E 5713 20.96 4004'44•W 5714 32.98 N41*40'11*El 5715 29.58 N78'41'50'E 5716 27.65 57008'10'E 5717 15.61 S09'3526'E 5718 26.93 S2852.11-W 5719 15.07 S5408'44•W 5720-725 NOT USED 5731 19.19 7852'41' 5732 14.82 S35'41'35'E S733 17.37 0606'33'W 5734 19.93 56116'40'W 5735 59.84 5829.19-W 58555'15•W 18.50 N1203'03•W 48.29 N4754'08• 19.65 N395 -10' IS736126.16 25.43 N6720'S2'E 68.23 N0959'O6'E 19.69 N3625'57W NOT USED 30.83 58253'28'E 5745 29.03 N1215'S1'W 5746 20.07 N502S46'E S747 18.29 58755'07' 5748 28.51 29'24' 5749 25.53 53305'35•W 5750 34.5 N5115'10'E 5751 16.06 53150'08•E 5752 69.65 N83'44'19' 5753 25.95 S55'48'13' 5754 16.20 51726'49'W 5755 26.60 S2T31'20'E 5756 61.30 561'43'24'E 5757 55.81 0611'l4'W S758 12.19 S61'34'36'W 5759 34.77 N6503'39'W 5760 42.05 SD613'35•E 5761 29.40 54100'41'W 5762 27.60 N8200'11'E 5763 16.65 N2307'S3'E 5764 44.40 N0858'11'E 5765 20.24 N371Y55'E 5766 13.10 N4407'07'W 5767 11.29 N5207'18•W 40.75 55753'10'W 49.37 N0708'49'W 51.05 3355'24'E ES774 37.10 N7113'11'E 33.69 S77'43'03'E 30.48 08'40'27'W 16.77 S5247'34W 25.89 51350'06•W 5776 38.69 55004'28'E A SLOPE LINE TABLE LENGTH BEARING 35.13 N810Y 'E 18.57 S75.48'36' R 26.92 0313'42'W 31.30 57558'25'W 35.84 N0718'13•W 25.54 N401 '08' 21.48 N8925'11'E 5784 22.25 46'59'44•E 5785 39.26 50620'42•W 5786 27.51 41'31'40'E 5787 41.35 S025Y0Y 5788 32.66 901'18•W 5789 44.59 55010'10'W 5790 23.46 58455'tYW 5791 18.96 N63'4Y44'E 5792 37.02 S83'37'04'E 5793 40.39 S00'34'58'E 5794 21.32 S44'34'56'W 5795 28.18 N62'46'24'E 5796 22.66 S88'36'02'E 5797 2226 51222'55•E 5798 13.52 S41'41'50•W 5799 19.50 N7409'19'W 5800 11.92 57454'38'W 5801 25.26 536.43'57W 5802 32.55 57703' 8'W 5803 10.83 S20'35'04'W 5804 23.32 S67'38'07 w 5805 33.24 N74'30'54'W 5806 71.02 N3607' 4' 5807 29.28 N33'3 '36'W S808 19.99 N14'42'16'E 5809 21.29 N73'35'06'E Salo 16.99 N44 9'44'E 5811 15.95 N9000-00' 5812 13.57 53858'35' 5813 24.52 52055'S9'W 5814 9.08 560,5'20'W 5815 41.46 N6327'08'W 5816 34.09 51026'43'E 5817 15.62 4718'44'W 5818 33.43 N7T48'31' 5819 25.62 54515'40'E 5820 26.34 N0523'S2' 5821 24.36 N6216'19'E 5822-823 NOT USED S824 23.13 585'41'S1'W 5825 21.66 N33 W51'W 5826 2290 N33'31'48'E 5827 17.76 N74'3T02'E 5828 25.11 5345745.E 5829 21.62 S250Y11•W 5830 11.10 N40'I 7" 5831 63.15 N380T'26'W 5832 35.64 N5802'S0'W 30.87 4'35'25'W 25.25 N8T3l'01'E 35.47 N37'34'17" 27.77 N6454'39•E ES835 118.54 785Y33•E 45.55 S37 9'22'E 39.35 N49'40'19'E 27.45 S4 52'12'E 32.14 S05'40'22'W PnNnrArr- r.r1VF TARLF UNE LENGTH BEARING P1 27.44 NO2`50*28" P2 29.21 N61'16'01' P3 10.87 N 0O'00'W P4 8.04 N68'30' 1' PS 28.98 N2458.49'E P6 14.41 N73'34'19'E P7 7.53 N2110'37'E P8 8.07 5151'S4'E P9 29.48 8814'20' P10 27.00 18-36-03-E Ptt 31.54 S6114'41' P12 40.72 58323'30' D 2,.89 so42o'lz'w STONE CANYON If 41.55 6919' 7•w RANCHO VISTOSO NEIGHBORHOOD 11 2 26.64 515'36'36•W LOTS 135 THROUGH 234 3 22.99 oz,3's7•w COMMON AREA A (OPEN SPACE & COMMON AREA B (PRIVATE STREETS) BEING PORTIONS OF SECTIONS 14, # 15, L11S., R.13E., G.RS.R.M., OV12-98-22 WL81 185050-A-31C-0106 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA SHEET 14 OF 15 L ��ANNOTATDE COPY SLOPE LINE TABLE LINE LENGTH BEARING S842 36.45 S05'40'2 'W S843 18.33 S8019'40'W S844 29.85 N28'39'32'W S845 45.16 S3906'59'W S846 141.01 6159'06'W S847 52.66 N85'37'27'W S848 55.11 54118'48'W S849 51.64 5695756•W S850 29.12 N78'30'35"W S851-8601 NOT USED S861 41.84 N5742'53' S862 21.76 S56'30'41'E S863 17.41 S1427 1' S864 27.00 S40'48'08' S865 18.02 S5821'52' S866 47.22 S2154' 5' S867-869 NOT USED S8701 141.36 S37081561W S871 39.86 S06'33'59'W S872 47.25 4406'17'E S873 41.98 N8518'37'W S874 24.52 N46'35'56'W S875 38.50 N26'45'02'E S876 41.83 N6913'07"E S877 33.87 40'34' 8'E S878 26.34 S05' 3'52'E S879 117.95 N2008'05'W 5880 52.15 N0259' .i W S881 50.01 S7550'43'E S8821 45.62 N29 7'41'E S883 112.76 N8610'33'E S884 76.56 5114'33'E S885 64.08 Sl0'38'44'E S886 22.86 N6719'35'E S887 30.98S05'17'46*E. S888 68.22 S79'44' 1'W S889 33.03 N32'39'43'W sagol 29.87 N68'40'29'E S891 25.13 S5954'20'E S892 106.24 N39'22'35' S893 57.26 N66'45'40' S894 26.92 S66'43'44' S895-897 NOT USED S898 123.56 S3957'58'W S899 23.68 N8542'16'W S9001 16.38 S22'57'50'W S901 107.40 Sl1'45'1 'W S902 30.55 8835'09'W S903 30.79 29'49'40'W S904 27.58 60'37'33'W S905 94.79 N3524'24'W S906 44.41 NOV4'49'W S907 47.53 N7403'37'E 5908 15.47 S7753'58'W 5909 27.60 N7124'17'W S916 28.07 NO3'49'06'E S9111 33.26 N6721'37'E CONSERVATION EASEMENT LINE TABLE UNE I LENGTH 1 BEARING CE1 1 71.89 N12'41'48'W CE2 1 6219 N110754'E DRAIN ESMT. CURVE TABLE `ijr�),t'ZlI:Y� . • rr iNY')Mf.1i �rj�»jam r r i'P1U*A rXXNwi :i:1 . gl ffimms olff!mmf[r}ll:� r r E�:W)ICIr `r -ME1 ��•sril[:YASYlr `jrj-�i� 'r rh �t yiCr)ti trI'�� r� Ir}ALl1rL4>• to[SYMM SLOPE LINE TABLE UNE LENGTH BEARING S912 17.86 51-55'19' S913 23.73 N8716' 9'W S914 43.65 58'35'19"W S915 21.44 N00'301191W S916 24.06 N31'36'05'W S917 18.08 NO3'34'08"W 5918 53.91 86'36'02' S919 31.38 540 ' 9'E S920 23.53 S10'36'21'W S921 25.04 5T37' 8'W S922 35.48 N56'38'22'W S923 20.06 N22'49'48'W S924 27.35 N4015'21'E S925 16.57 NS 1'40'W S926 28.60 N17 3 ' 8' S927 14A7 N7 1 '36" S928 91.11 S2010' 5'E S929 102.08 S1206'33'W S930 82.73 S13'lV56' S931 18.14 S932 31.61 N54 6'36'E S933 20.06 S31 7'36' S934 39.63 S2629' 1'W S935 47.38 S03'56'52'E S936 100.80 S6905'42'E S9371 44.37 N4608' 0" S938 31.51 NOB'4 '1 " S939 30.62 N2800'36'E S940 21.89 N09'54'43'W S941 38.78 N4752'56•W S942 82.35 N8319'50'W 5943 39.48 N1308'09'W S944 55.54 N41 '13' S945 45.76 N09-33'55'E S946 21.26 8454'03' S947 22.25 N45 Y44'E S948 36.53 N1854'07'E S949 31.21 S8106'17'E S950 67.31 S2715'01' S951 33.23 N17 8' 5' S952 32.80 N 5'34'W S953 17.82 N88'44'30'W 5954 27.79 51920'S9'W 5955 37.99 S1815'l4'E 1156 17.17 4650'25'W S957 23.50 7 25' 4'W 5958 136.01 7818' 'W 5959 23.65 564'42'26'W S960-966 NOT USED S967 102.49 S4402'34•W 5968 35.33 28'36' S' S969 56.16 56'4 '16'W S970 31.67 8926'26'W S971 107.91 N2659'17'W S972 16.10 N09-38'17'E S973 28.79 N7926'09'E S974 41.26 N17'43'50'E 5975 48.47 N68 0'45" S976 116.35 S3601'20'E S977 16.96 OB 7'1 'W S978 42.21 S39'38'28'W S979 17.61 N4808'17'E S980 22.60 S84.32'28" S981 32.05 1724'5' S982 22.09 N8123'39'E 59B3 20.43 SO418'05'E S954 16.31 S2111'22"W S985 25.89 S77-47'15'W S986 24.02 N58'35'46'W S987 21.46 58'46' 1'W S988 47.60 S1 S989 29.22 605 ' ' 990 36.53 S991 60.96 S3927'41'E S992 49.50 2156'13'W S993 60.62 S16'20'50' S994 45.98 46'46'37'E 5995 24A5 N69-OL 6' S996 20.02 632708' Enp,nee,inp t Plonninp Seyinp The L.ne.cee. A,cnit.etu,. Uur.,Den o..lpn WEB *: Otnc.. I-t.a In Tuc.on, Pno.ni. L.. Vpw, and Vlcta V.II.y, . S 4444 East 9/eodwoy GfOUPtnc Tuc-n. Arlcon. (802) 881-7480 .SLOPF. MIR TART.F UNE I LENGTH BEARING S9971 23.04 N8 Z3'39' S998 74.35 N4514'36• S999 95.14 N1616'06"E 51000 25.07 N7953.35'E 51001 27.35 N2123'09'E S1002 73.93 N70'45'51'E S1003 23.50 N342724'W S1004 37.25 N480 '10" S1005 48.66 70'45'56'E S1006 11.42 N 009' 0-E S1007 34.24 S62.39'01'E S1008 25.54 N0626'12'E S1009 22.47 N7611'29'W S1010 16.77 N2528'51'E Slott 27.20 N83'35'36' S1012 33.40 Si '49• S1013 21.00 S735525"E S1014 41.41 S1113'10" S1015 13.99 N05'33'28'E S1016 27.67 N77 '47'E S1017 12.91 5717' 5' S1018 9.49 '03 ' S1019 23.61 N12'46'19'E S1020 27.32 N74'48'53'E S1021 32.88 S7835'21'E S1022 44.75 S3007'15' S1023 34.38 S7114*21'E S1024 12.51 7"El S1025 20.51 52723' VWS1026 22.46 S8910'05'W S1027 39.91 N5800'54'W S1028 29.90 S7806'54'W 51029 23.47 N1457'40'E S1030 40.19 N6312'01'W S1031 15.30 Nll'54'12*W. S1032 26.13 S84'48'38'W S1033 17.28 N551448'W S1034 23.25 N00'58'20"W S1035 14.72 N521 '38'W S1036 25.07 1 '40'W 51037 30.75 N305115. 51038 40.01 S8420'53'E S1039 62.03 SM'I4'18'E S10401 19.22 S74'32'48' S1041 29.60 655'08"E S1042 57.31 S651 '49' S1043 21.74 31'4 ' 9'E S1044 60.94 0 01'17'E S1045 65.19 S20'49'53'W S1046 97.76 S8520'50'W S1047 108.29 S3605'59'W S1048 68.62 N8950' 3'E S1049 26.31 N61'31'09'E S1050 33.67 S6652.24'E SIM 54.07 N44'39'03'E S10521 78.06 S6756'11'W 32.50 S8625'03'E 74.13 S20'38'38'E NOT USED 29.91 51128'37"E E 2584 S314927'E 22.84 S3646'47'W NOT USED 39.68 2549'08'W 21.53 S10711 22.75 S10721 31.42 S1073 53.26 S1074 65.97 S1075 61.78 S1076 24.90 S1077 93.53 N7127'13' S1078 45.60 0 18'09'E S1079 54.51 S7656'41'W S1080 23.43 S4956'33'W S1D81 68.15 S22' 1'31'E S1082 21.28 S4355'56'W S1083 23.201 S3725'10'E S1084 26.84 58656'17"E .SLOPF. LINE TARLF. UNE LENGTH BEARING S1085 77.05 N63'51'04' S1086 32.19 S2425'14' S1087 51.49 S6725'21"W S1088 36.68 S28'35'34W S1089 22.03 S60'46'45"W S1090 64.61 S3611'09"W S1091 34.00 56858'39'W S1092 21.20 11'43'46' S1093 107.30 S4423'43'E S1094-1096 NOT USED S1097 39.21 N33-44'48'E S1098 35.91 S5415'39'E S1099 36.14 S02.39'21' 51100 12.62 0535' 3'W S1101 43.9555919'41*Ei S1102 41.47 Sl ' 4'51"W SIM 46.95 N5613'34'W S11041 43.32 S1912'28•W S1105 22.91 N7911'07'W S1106 23.67 N26'35'01'W S1107 53.97 N8814'43'W 51108 24.70 2614'14'W s1109 34 2 N17'44'56'W S1110 C44.15 N8004'32"W 51111 31.00 S6i 726'W S1112 25.22 S 3 7'57'W S1113 64.39 5655'06'W S1114 70.46 S26'48'49"E S1115 112.35 S47'39'38"E S1116 28.83 S5219'50'W S1117 15.73 S0850'52'E S1118 15.49 S5121'42'E S1119 36.71 N86'45'44' S1120 28.52 N4616.59' S1121 46.13 N8818'17" S1122 54.34 N1615'34"E S1123 23.85 N900O`OO' S1124 27.32 N0928'12'E S1125 31.65 S605930' S1126 23.22 8458'25' S1127 122.46 N4806'24' S1128 54.40 N22'33.08'E S1129 42.56 S8558'05'W S1130 101.17 N40'36'26'W S1131 26.84 N0657'1 'W 35A2 N85.35' 'W 65.82 N3817'58'W 34.70 N10'3745'W 32.32 N1804'08" 84.29 S8710'44'E 28.68 N09'47'30' 72.50 M 85'48'31'9 55.11 S60'40' 1' 22.25 N75'39'10'E 1 20.J7S68'39'39'E 2 24.02 N43'34'03"E 3 20.08 N83'46'1 D'E 4 42.26 N30 9'45'E 5 77.99 S18'46'19"E SiI461 69.84 53'35'58"W S11471 114.33 S8857'00'W S1148 37.15 N66'30'04'W S1149 22.28 N12'53'04'W S1150 22.21 N56'59'50' S1151 24.17 N 912'39'W S1152 33.45 N 4'40'47' S1153 48.60 N60'3V43' S1154 27.57 N3208'42"W S1155 34.24 N25'21'49"E S1156 23.49 N79 0'33' S1157 24.00 S45 8' 8' S1158 30.21 3125'19"W S1159 29.22 S56'46'27'W 51160 52.50 N6456'15'W S1161 24.39 S7955'47'W S1162 27.08 3451'45"W S1163 32.67 S3153.45" S1164 31.62 N7159-01-E 51165 36.68 S4626'31'E SLnPF LINF.• TARTF UNE LENGTH I BEARING s1166-11 NOT USED S1171 49.37 N1526'31' S1172 48.34 N7358'42'E S1173-1174 NOT USED S1175 65.88 03'04'2 'W S1175 24.38 49'00.1O'W S1177 20.24 S0108'24'E S1178 17.42 S5202'17'W S1179 19.50 N55'40'08'W SIM 19.07 3926' 7' 51181 36.19 N5318'05'W S1132 47.59 N1729'52'E S1183 55.61 N68'41'20'E S1184 23.15 63'48'28"W S1185 25.07 N46'34'11'W S1186 26.46 N17' 4'19' S1187 26.27 8549'00'E .S1188 3267 N3928' 3'E S1189 29.90 S6644'15"E S1190 33.22 S19'40'12-W S1191 28.45 N8804' 1'W S1192 41.44 S5224'00'E S1193 24.16 82 '22• S1194 62.43 N51'50'19'E S1195 40.79 S84'40'15" S1196 27.43 S5455' 4' S1197 35.67 S8800'01'E S1198 130.14 N5322'30"E S1199 60.56 N69'40'1 'W S1200 66.62 N12'34'39'W S1201 39.39 N4449'39" . S1202 71.09 S5821'24'E S1203 55.70 S0525'51' S1204 30.78 S4619'15"W S1205 46.39 S 443' 4'W S1206 29.12 N8329'00'W S1207 74.73 S55'39'39'W S1208-1213 NOT USED S1214 44.83 N30*47'S7'E S1215 96.08 N5,08'13•E S1216-1218 NOT USED S1219 132.78 7.41'1 ' S1220 25.07 S73'4755'E S1221 16.17 S3022'33'E S1222 16.42 S11'46'55'W S1223-1229 NOT USED S123O 172.76 N315733'W S1231 77.96 N4519'43' S1232 30.77 N9000'OO"E S12331 31.93 05'38'12'W S1234 73.78 N3305'33'W S1235 52.13 5511'53'W S1236 28. 5526'46•W S1237 38.38 N47'41' 4' S1238 17.37 S7529'58'E S1239 127.59 N59'41'05' S1240 73.10 S0713'22•W S1241-1245 NOT USED S1246 15.73 N5512'09'W S1247 41.45 N 0'50' 'W S1248 33.33 N2808'43'E S1249 32.41 8552'4 'E S1250 23.26 S31'42'49'E S1251 42.97 S1409'24'W S1252 25.81 S58'54'29'W S1253 56.96 64.39'23'W S1254 26.03 N6304'38'W S1255 22.87 S1526'17"W S1256 62.64 S7610'41'W S1257 114.22 N54'36'01'W S1258 51.61 NO 22'09"W S1259 34.55 N4276'04' S1260 100.35 N70 3'40' S1261 21.60 53'48'25' S1262 25.01 N8727'50'E S1263 60.83 S64'42'22'E S1264 74.21 S2205-16' S1265 20.88 S02'I5'47'W 51266 21.99 SLOPE LINF. TABLE DRAIN ESMT. LINE TABLE LINE LENGTH BEARING S1267 70.07 90 -09"W S1268 40.41 S29'45'37'W S1269 44.85 S24.4121' S1270 48.56 54 3' 7' S1271 29.77 6020'04'W S1272 51.62 N6003'53'W S1273 28.77 S0905'43' S12741 55.53 7-47'O8" S1275 30.58 81'46'45'E S12761 27.79 67'48'04'E S12771 19.70 S3214.55' S12781 23.33 S5352'09'W S1279 20.91 N8101'54'W S12BO 25.62 4810'13' 51281 48.06 710755•W S1282 18.15 N 742'38"W S1283 9.58 S29'30'30"W S1284 24.54 N77'12'06•W S1285 20.86 1711'46' S1286 17.64 0'32'56"E S1287 13.34 N42-49'56' S1288 26.49 S7318'38' S1289 20.40 3325'05'W S1290-1293 NOT USED S1294 12.56 N4611'52'W S1295 954 N10.41' 1' 5296 20.38 N8453'59' 51297 16.86 52814'12'E S1298 16.53 S37'5S45'W 51929 12.82 5815225' 00-130S NOT USED S1321 42.59 N1126'38' S13221 55.42 38'41'14' S1323 35.91 NOS59.10' S1324 119.95 8 57' S1325 9.49 N2203'58'W S1326 12.91 N5717'35W S1327 27.67 7722'47' S1328 13.99 N05'33'28' CART PATH EASEMENT IJNp TAnT.F UNE LENGTH BEARING CP1 33.65 N5616'53'W CP2 49.25 N23'31'22'E CP3 63.81 N09'38'45'W CP4 109.23 N4325'07'W CPS 34.41 N4756'28'W CP6 55.79 N3022'41'W CP7 63.75 N1154'13'W CPS 35.45 N1920'44'E CP9 47.64 N3110'18"E CP10 56.92 N1759'09'W CP11 91.34 N69'33'03'W PP12 24.02 7552'34'W CP13 31.86 N81'35'48'W CP14 25.55 7019'57'E CP15 35.16 N7425'00'E CP16 97.88 S6551'56'E CP17 22.15 3306'47'E CP18 53.86 S13'41'58'E CP19 83.14 S2601'1S'W CP20 54.91 11'54'13'E CP21 49.61 S3022'41'E CP22 46.23 S53'45.09'E CP23 28.06 N04'W23'w CP24 33.36 115'54'37'E CP25 12.90 N50'43'54'E LENGTH BEARING 120.30 80' '00'W 15.97 0 4'0 " R 37.00 NOD'00'50'W 65.00 89'59'10'W 37.00 S00'00'50' 31.26 N172722"E 65.81 86 9' 9"W DLB 23.00 2' 4'W DL9 36.89 05 0' 8'W DO 30.00 N 4' 9' 'W DL11 46.89 S0520'38'W DO 53.28 S27'50'00"W DL13 50.03 S54'40'00' DU 50.00 3 0'W DO5 21.001S56*38*140"W 8' DLI6 46.172'W DL17 4.849" DO 149.397-W DL19 12.063' DL20 47.007'W DL21 35.453"W OL22 15.020"W DL23 46.04 S6002'15'E DL24 26.00 S5019'20'E OL25 32.00 S2051'27E DL26 28.47 S7 1 'W DL27 32.00 N14' 7' 5'W DL28 30.00 S05'51'49'W OL29 48.00 8408'11' DL30 4.00 S05'51'49'W DL31 30.00 N7407'02'E DL32 25.00 S1552'58'E DL33 30.00 N7407'0 ' DL34 43.59 611 '4 'W DL35 35.00 28'47'18'E DL36 13.31 S6112'42"W DL371 32.25 NC 20.46'E DL38 24.15 60-44.21" DL39 32.25 63 0' 'W DL40 16.00 NS 1' 0' DL41 130.45 S63'46' ' DL42 16.00 N26'13'47" DL43 47.57 S56'41'55' DL44 93.77 N63'46'13" 51.40R54 "W 277.41' 188.00'W 59.678' IDL46 85.180' 20.014'63.49'W 21.251' DL53 37.70 44'49' 8'W DL54 55.84 4449'08'W DL55 43.20 S4510'52" DL56 54.37 44'49'08'W DL57 26.54 S50'48'18' DL58 26.63 67 7'53'W DL59 28.71 2'52'07"E DL60 17.74 67 7' 'W OL61 55.11 6707'53'W DL62 28.71 S22'52'07' DL63 41.46 6707'53'W DL64 40.60 N0911' 3"E DL65 35.71 N 0' 7'W DL66 30.60 31 1'4 'W DL67 27.09 N0911' 3'E DL68 30.DO 80.48'27'E DL69 24.88 N0911' 3' DL70 59,33 4 '11' OL71 212.7 1 N53'50'55' DL72 33.97 S3614*13" STONE CANYON II RANCHO VISTOSO NEIGHBORHOOD 11 LOTS 135 THROUGH 234 COMMON AREA A OPEN SPACE & COMMON AREA B I r xv, E STR ETS) BEING PORTIONS OF SECTIONS 14, & 15, T.11S., R.13E., G.&S.R.AI., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA AUGUST, 1999 SCALE. 1"' = 60' WLBI 185050-A-SIC-0106 OV12-98-22 SHEET 15 OF 15 _■ L 3p)s �a� w ' - •0 0 086 0c0 068 N co o ado Oho/ co M 068 30-8 sr 066 3�80 ��, c3�68 6 �Q 30 306 074 U) o Cy) 30-6 rn 0 0 N l0i CO 0000 o0 �� 82 M J a'p8 yj u �O 3096 ul C,) �f � o � M co �90 0 N � 3088 0 �o 078 l 30 4 N SCALE 1 : 600 50 0 50 100 150 FEET SCALE 1 : 600 50 0 50 100 150 FEET A 1: -i 224 223 -------- -- _ NO \ J _ LIMIT Aj 221 A 6- 36' COMMON ACCESS DRIVE, PUBLIC UTILITY & / PRIVATE SEWER ESMT. 9 NO BUILD TRADE 220 "GIVE" 2122f SF 48,454 SF 219 1.11 ACRES — sAs4.� N / NO �\ BUILD ><W BUILD \ LIMIT LIMIT \\ / P \ \\ I p N o \ i 218 �- -217 N%`� APR 0 2 2014. \ NO BUILD TRADE "TAKE" = 1406f SFTM w�B STONE CANYON 2 - LOT 220 APRIL2014 0. 20' 40' 60' 1 Group NCSON-PNOENIX•LHS VEGAS-FLAGSTAFF PROPOSED NO -BUILD TRADE AREAS wLa Na.,85050-M-R0, 520.881.780-hw On�WOpwp.twn 1 N.AIM TNEIONIPGMIY TONETPLOTPL N a1130LLat2M0 P AI,Wm ftd.g Pbrt Apr.01, MU • 224 223 -------- -- _ NO \ J _ LIMIT Aj 221 A 6- 36' COMMON ACCESS DRIVE, PUBLIC UTILITY & / PRIVATE SEWER ESMT. 9 NO BUILD TRADE 220 "GIVE" 2122f SF 48,454 SF 219 1.11 ACRES — sAs4.� N / NO �\ BUILD ><W BUILD \ LIMIT LIMIT \\ / P \ \\ I p N o \ i 218 �- -217 N%`� APR 0 2 2014. \ NO BUILD TRADE "TAKE" = 1406f SFTM w�B STONE CANYON 2 - LOT 220 APRIL2014 0. 20' 40' 60' 1 Group NCSON-PNOENIX•LHS VEGAS-FLAGSTAFF PROPOSED NO -BUILD TRADE AREAS wLa Na.,85050-M-R0, 520.881.780-hw On�WOpwp.twn 1 N.AIM TNEIONIPGMIY TONETPLOTPL N a1130LLat2M0 P AI,Wm ftd.g Pbrt Apr.01, MU • • m m