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HomeMy WebLinkAboutOV1802512PO�IEY gq`ZOy O;` 9 V, • 1. .1 FOVNDED,9�a Town of Oro Valley Community and Economic Development January 10, 2019 Sam Mills Pulte Group 3011 W. Ina Road Tucson, AZ. 85741 sam.mills@pultegroup.com Re: Final Plat for Rancho Vistoso Valley Vista NE of Rancho Vistoso Blvd. and Tangerine Rd. Action Letter (OV1802512) Dear Sam and Kyle, Kyle Marquez The WLB Group, Inc. 4444 E. Broadway Blvd. Tucson, AZ 85711 kmarguez@wlbqroup.com During their regularly scheduled meeting on January 9, 2019, the Town Council approved the Final Plat for the Rancho Vistoso Valley Vista residential subdivision. The next step is to submit Mylars of the Final Plat for Town signatures. On the final Mylars, please correct the following: 1. On General Note 10, remove the "perimeter only" designation and just indicate the setbacks for the subdivision. The "required/provided" language is not necessary. 2. Correct the ordinance number on General Note 27 to (0)17-09. If you should have any questions, please do not hesitate to contact me at (520) 229-4814 or hoden @orovalievaz.gov. Best Regards, Hannah Oden Planner Town of Oro Valley Community and Economic Development Department Hoden @orovalleyaz.gov (520) 229-4814 Cc: Linda Thompson, The WLB Group Inc. Oro Valley, it's in our nature. 11000 N. La Canada Drive Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 O-01d9W h.i0 koUNDFD 191N Town of Oro Valley Community and Economic Development January 7, 2019 Sam Mills Kyle Marquez Pulte Group The WLB Group, Inc. 3011 W. Ina Road 4444 E. Broadway Blvd. Tucson, AZ. 85741 Tucson, AZ 85711 sam.mills(Wpultegroup.com kmarguez(a�wlbgroup.com Re: Final Plat for Rancho Vistoso Valley Vista NE of Rancho Vistoso Blvd. and Tangerine Rd. Approval Letter (OV1802512) Dear Mr. Mills and Mr. Marquez, Thank you for resubmitting a Final Plat for the Rancho Vistoso Valley Vista residential subdivision. The Final Plat has been scheduled for consideration by the Town Council on January 9, 2019. The meeting will be held at Town Hall (11000 N. La Canada Drive) at 6 PM. The applicant is expected to attend and be prepared to answer questions. A staff report and agenda will be available online at www.orovallevaz.gov at least 24 hours before the meeting. Thank you, and please do not hesitate to contact me with any questions. Best Regards, z4hjmI CV Hannah Oden Planner Town of Oro Valley Community and Economic Development Department Hoden(a),orovalleyaz.gov (520) 229-4814 Oro Valley, it's in out- nature. 11000 N. La Canada Drive Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 Y TOWN OF ORO VALLEY DEVELOPMENT & INFRASTRUCTURE SERVICES DEPARTMENT a 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 , PHONE: (520) 229-4800 FAX: (520) 742-1022 www.orovalleyaz.gov/dis �UA1f7Co 1.2 GENERAL APPLICATION FORM Office Use Only OV Case #: OV D D5 I - Application Type: 0 Luni ❑ Major General Plan Amendment U Final Platoil ❑ Rezoning/PAD Amendment ❑ Pre -Application S E P 0 ? 2018 All ❑ Planned Area Development ❑ Zoning Verification ❑ Conditional Use Permit ❑ Sign Criteria ❑ Zoning Code Amendment ❑ Sign - PAD Exemption ❑ Conceptual Site Plan ❑ Master Sign Program ❑ Conceptual Public Art ❑ Communication Facility — Tier I and 2 Minor ❑ Conceptual Architecture ❑ Communication Facility — Major ❑ Final Site Plan ❑ Revised Development Plan ❑ Conceptual Landscape Plan ❑ Other Improvement Plan Subject Property Information: Address: RV Neigh 5 Parcel WX - along new Arrowsmith Ext. Parcel/Tax Code: 219-54-006E: 219-54-006G: 219-20-914E Subdivision / Commercial Center Name: Rancho Vistoso Neigh. 5 Parcels 5W & 5X Book / Page or Sequence Number: Lot Number(s) Legal Description: Portions of Sec. 25 & 36, T11S, R13E Section/Township/Range: Portions of Sec. 25 & 36, T11S, R13E Area of Property: Existing Land Use: Vacant Proposed Land Use: Single Family Residential Applicant Information: * If more than one, attach list Applicant *: Name: Sam Mills Firm: Pulte Group Address: 3011 W. Ina Road City: Tucson State: AZ Zip: 85741 Telephone: (520) 837-0275 Fax: Email: sam.millsCcilpultegroup.com Property Owner(s) if different from Applicant *: Name: Firm: Address: City: State: Zip. Telephone: Fax: Email: Consultant*: Civil Engineer (Discipline) Name: David Little Firm: The WLB Group, Inc. Address: 4444 E. Broadway Blvd. City: Tucson State: AZ Zip: 85711 Telephone: (520) 881-7480 Fax: Email: dlittle@wlbgroup.com 5 Project Description/Narrative: The developer is proposing to construct 166 +/- single-family homes, along with the continuation of the Moore Road loop and construction of the Phase 2 Community Park. I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel the provisions of any other federal, state or local law for which this project may be subject to. Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners Association or property management to determine applicable requirements. It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance. Failure to do so may delay issuance of permits. See attached list of agencies. Linda Thompson 8/30/18 Applicant's Signature Print Name Date Important Note: All submittals received after 4:00 p.m. will be processed the next day Submittals will be reiected if: • Not folded using Pima County fold & collated; • There are missing items on the checklist unless otherwise approved by Planning and Zoning Administrator or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of submittal. 6 1.3 FINAL PLAT - SUBMITTAL CHECKLIST NO APPLICATION FOR FINAL PLAT WILL BE ACCEPTED UNTIL THE APPLICANT HAS SCHEDULED AND COMPLETED A PRE -APPLICATION CONFERENCE WITH PLANNING AND ENGINEERING STAFF MEMBERS. All applications for Final Plat must include the following materials to be accepted for processing: D9 Fees To be submitted under separate cover El A completed General Application Form ❑ Approved Final Site Plan with all conditions addressed (3 copies) ❑ Approved Landscape, Irrigation and Rainwater Harvesting Plan (3 copies) 0 Final Plat (5 copies) (electronic copy will be required, after initial staff review, for agenda packets) ❑ All items included in Section 2.0 of this process guide (5 copies). 0 Signed Notification of Potential State and Federal Issues ❑ Improvement Plans (2 copies) 14 Lot closure and street centerline calculations with coordinate references to identifiable points shown on plat (1 copy) ❑ Approved Hydrology Report (2 copies) W Complete Title Report, current to within 45 days of submittal (2 copies) ❑ Covenants, Conditions and Restrictions (CC&R's) (2 copies; 1 original and 1 copy) ❑ Aerial photograph (8.5" x 11" format), showing size and location of property and existing streets. (5 copies) 7 3.0 SUPPLEMENTARY DOCUMENTATION 191 3.1 ADDITIONAL NOTIFICATION In addition to the Town of Oro Valley (the "Town"), there may be other jurisdictions affecting development of this property. If a property developer waits until late in the development process to contact other pertinent governmental agencies or bodies, additional expense and time in coordination, redesign and development may be a result. Examples of other governmental agencies and/or bodies that may have overlapping jurisdiction over this property include but are not limited to the following: Federal: The United States Department of the Interior, Fish and Wildlife Service is responsible for Endangered Species Act compliance, etc. Please note, habitat has been designated with the Town. U.S Fish and Wildlife Field Division 2321 W. Royal Palm Rd., Suite 103 Phoenix, AZ 85021-4951 Phone (602) 640-2720 Fax (602) 620-2730 The United States Corps of Engineers: This agency is responsible for management of jurisdictional waters, etc. Section 404 consultations may be required on properties that contain washes. U.S. Army Corps of Engineers 5205 E. Comanche Davis Monthan AFB Tucson, AZ 85707 Phone (520) 584-4486 Fax (520) 584-4497 State: Arizona Department of Environmental Quality: This agency has multiple responsibilities. Please contact directly for her information. ADEQ 1110 W. Washington Street Phoenix, AZ 85007 (602)771-2300 County: Pima County Department of Environmental Quality: This agency has multiple responsibilities. Please contact directly for further information. PDEQ 201 N. Stone Avenue, 2"d Floor Tucson, AZ 85701 (520)740-6520 Please be advised, issuance of a permit DOES NOT, nor should it be construed, to imply compliance with Federal, State or County regulations. If you have any questions concerning your responsibilities under federal law, please contact the applicable agency. APPLICANT NAME: The WLB Group, Inc. / Linda Thompson CONTACT PHONE AND ADDRESS: (520) 390-1086 / 4444 E. Broadway, Tucson AZ 85711 SITE LOCATION: RV Neigh 5 Parcels WX PROPOSEI�USE: p Single Family Residential Applicant Case/File Number T 8/99/18 Date APPROVALS I , CLERK OF THE TOWN OF ORO VALLEY, HEREBY CERTIFY THAT THIS PLAT WAS APPROVED BY THE MAYOR AND COUNCIL OF THE TOWN OF ORO VALLEY ON THE DAY OF )20—. CLERK, TOWN OF ORO VALLEY PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT TOWN ENGINEER PLANNING AND ZONING ADMINISTRATOR DATE 1111101110 DATE DATE WATER UTILITY DIRECTOR DATE ASSURANCES ASSURANCES IN THE FORM OF FROM AS RECORDED IN SEQUENCE NO. HAS BEEN PROVIDED TO GUARANTEE DRAINAGE AND STREET IMPROVEMENTS (INCLUDING MONUMENTS) AND UTILITY IMPROVEMENTS (ELECTRIC, TELEPHONE, GAS, SEWER, WATER) IN THE SUBDIVISION. BY: MAYOR - TOWN OF ORO VALLEY DATE ASSURANCES IN THE FORM OF FROM IN THE AMOUNT OF HAVE BEEN PROVIDED TO GUARANTEE THE RESEEDING OF THIS SUBDIVISION IN THE EVENT THE PROJECT IS ABANDONED. WATER ADEQUACY THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY, PURSUANT TO AIRS §45-576 AND HEREBY CERTIFIES IN WRITING TO SUPPLY WATER TO THIS SUBDIVISION. BY: WATER UTILITY DIRECTOR DATE RECORDING DATA STATE OF ARIZONA) FEE ) SS COUNTY OF PIMA 1 No. THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE WLB GROUP, INC., ON THIS DAY OF , 20 , AT M. IN SEQUENCE NO. THEREOF. F. ANN RODRIGUEZ, PIMA COUNTY RECORDER BY: DEPUTY FOR PIMA COUNTY RECORDER DATE 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 �iAT THI PL WAS PREPARED UNDER MY DIRECTION. (I JI PETER D. COTE, RLS 44121 G,F '0 ti 44121 PETER D. COTE 12/05/18 S �NED I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND THAT THE 100-YEAR FLOOD PRONE LIMITS, EROSION HAZARD SET -BACKS AND 100-YEAR FEMA ZONE A BOUNDARY AS NOTED WERE REVIEWED AND SHOWN UNDER MY DIRECTION. KYLE J MARQUEZ, PE 61771 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G&SRM, PIMA COUNTY, ARIZONA. SAID BEARING BEING N89050'40"E. Th e WEB p)lvl-- B Engineering Planning Surveying Landscape Architecture • Urban Design Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard Tucson Arizona (520) 881-7480 FINAL PLAT RANCHO VISTOSO VALLEY VISTA LOTS 1 THRU 168 & COMMON AREAS "A" & "B" LEGEND SUBDIVISION BOUNDARY RIGHT OF WAY PARCEL LINE EASEMENT LINE SECTION LINE -- -- CENTER LINE 100 YEAR FLOOD LINE FEMA FLOOD LINE ZONING BOUNDARY MATCHLINE P.U.E. PUBLIC UTILITY EASEMENT ESMT EASEMENT ❑ BRASS DISK SURVEY MONUMENT TO BE SET BY AN RLS UPON COMPLETION OF ROAD CONSTRUCTION ■ FOUND MONUMENT 1/2" REBAR W/ TAG TO BE SET BY AN RLS UPON COMPLETION OF IMPROVEMENTS • FOUND 1/2" REBAR W/ TAG 12214 FND GLO BRASS CAP AT SECTION CORNER / QUARTER SECTION CORNER INDICATES DRIVEWAY ACCESS LOCATION OWNER/DEVELOPER SHEET INDEX PULTE GROUP, INC. SHEET 1 ........... COVER SHEET 3011 WEST INA ROAD TUCSON, AZ 85741 SHEET 2 ........... GENERAL NOTES 520-219-4694 SHEET 3-10....... PLAN SHEETS ATTN: SAM MILLS SHEET 11 ......... DATA TABLES MANAGER LAND PLANNING & SHEET 12 ......... DETAILS ENTITLEMENTS, ARIZONA DIVISION SAM.MILLS@PULTEGROUP.COM ENGINEER THE WLB GROUP, INC. 4444 E. BROADWAY BLVD. TUCSON, AZ. 85711 (520) 881-7480 ATTN: KYLE MARQUEZ, P.E. KMARQUEZ@WLBGROUP.COM GENERAL NOTES 1. THE GROSS AREA OF THIS SUBDIVISION IS ±56.59 ACRES. 2. TOTAL NUMBER OF LOTS IS 168, TOTAL AREA OF NEW LOTS IS ±27.51 ACRES. (2.97 LOTS PER ACRE) 3. EXISTING ZONING: RANCHO VISTOS PAD: MDR (MEDIUM DENSITY RESIDENTIAL) AND RA (RECREATION AREA) 4. COMMON AREA A: (LANDSCAPE, DRAINAGE, & UTILITIES) _ ±8.71 ACRES. COMMON AREA B: (PARK) = ±3.35 ACRES. PUBLIC RIGHT OF WAY TO BE DEDICATED = ±12.49 ACRES 5. TOTAL MILES OF NEW PUBLIC STREETS IS 2.41 MILES. 6. THE MAXIMUM LOT SIZE FOR THIS DEVELOPMENT IS 14,681 S.F. 7. THE MINIMUM LOT SIZE FOR THIS DEVELOPMENT IS 6,000 S.F. 8. THE AVERAGE LOT SIZE FOR THIS DEVELOPMENT IS 7,132 S.F. 9. MAXIMUM PERMITTED BUILDING HEIGHT: 30' / TWO STORY. 10. SETBACKS REQUIRED/PROVIDED (PERIMETER ONLY, PER P.A.D. M.D.R. STANDARDS): FRONT = 20'; SIDE = 5' OR 0' FOR COMMON WALL ON ZERO LOT LINE; REAR =10'. 11. PARKING SPACES PER LOT PROVIDED = 2 SPACES, ADDITIONAL PARKING PROVIDED = 47. 12. NO FURTHER SUBDIVISION OF ANY PARCEL SHOWN SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE ORO VALLEY �1 TOWN COUNCIL. 13. THE AREA OF THE 100 YEAR FLOOD LIMITS REPRESENT AN AREA i THAT MAY BE SUBJECT TO FLOODING FROM A 100 YEAR FREQUENCY FLOOD AND ALL LAND IN THIS AREA WILL BE RESTRICTED TO USES 1 THAT ARE COMPATIBLE WITH FLOOD PLAIN MANAGEMENT AS ■ APPROVED BY THE TOWN ENGINEER. 14. THE BASIS OF BEARING FOR THIS PROJECT IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G&SRM, PIMA COUNTY, ARIZONA. SAID BEARING BEING N89050'40"E. 15. MAINTENANCE OF EASEMENTS WITHIN THE LOTS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. MAINTENANCE OF EASEMENTS WITHIN THE COMMON AREAS SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 16. THE PROFESSIONAL ENGINEER OF RECORD SHALL CERTIFY AS TO THE FORM, LINE AND FUNCTION OF ALL PUBLIC AND PRIVATE ROADWAYS AND DRAINAGE STRUCTURES BEFORE THE RELEASE OF ASSURANCES. (CONTINUED ON SHEET 2) OV1 802512 W1 D (� PROJECT SITE PLAN SEE SHEET 2 FOR LINE AND CURVE INFO SCALE: 1 " = 300' N NSU o DOd11DED 29 9-56-914D on L29 _30 31 LOCATION MAP PORTIONS OF SECTIONS 25 & 36 TOWNSHIP 11, SOUTH, RANGE 13 EAST & PORTIONS OF SECTIONS 30 & 31 TOWNSHIP 11 SOUTH, RANGE 14 EAST Y=1 MILE G,& S,R,M,, 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 HEREBY CONVEY TO THE PUBLIC ALL RIGHTS -OF -WAY AS SHOWN HEREON INCLUDING ALL STREETS AND EASEMENTS. RIGHTS -OF -WAY AND EASEMENTS AS SHOWN HEREON ARE DEDICATED TO PUBLIC UTILITIES AND PIMA COUNTY FOR THE PURPOSE OF INSTALLATION AND MAINTENANCE OF PUBLIC SEWERS AND UTILITIES. EXCLUSIVE EASEMENTS FOR TOWN USES AS SHOWN HEREON ARE HEREBY DEDICATED TO THE TOWN OF ORO VALLEY. WE, THE UNDERSIGNED, OUR SUCCESSORS AND ASSIGNS, DO HEREBY SAVE THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, THEIR EMPLOYEES, 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. COMMON AREAS "A" & "B" AS SHOWN HEREON AND PRIVATE DRAINAGEWAYS, ARE RESERVED FOR THE PRIVATE USE AND CONVENIENCE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND INVITEES, AND (EXCEPT FOR DRAINAGEWAYS) ARE GRANTED AS EASEMENTS TO ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND PIMA COUNTY FOR THE PURPOSE OF ACCESS, INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITIES AND SEWERS. NO OVERHEAD LINES SHALL BE USED. COMMON AREA "B" SHALL REMAIN AS PERMANENT OPEN SPACE. WE HEREBY GRANT TO THE TOWN OF ORO VALLEY ALL TRAIL EASEMENTS AS SHOWN ON THIS PLAT FOR USE BY THE GENERAL PUBLIC AS PERMANENT, NON -MOTORIZED PUBLIC TRAIL EASEMENTS. WE HEREBY GRANT TO THE TOWN OF ORO VALLEY THE PUBLIC DRAINAGE EASEMENT AS SHOWN ON THIS PLAT FOR THE PURPOSE OF ACCESS, MAINTENANCE AND FLOWAGE OF STORM WATER. TITLE TO THE LAND OF ALL PRIVATE DRAINAGEWAYS AND COMMON AREAS SHALL BE VESTED IN AN ASSOCIATION OF INDIVIDUAL LOT OWNERS AS ESTABLISHED BY COVENANTS, CONDITIONS AND RESTRICTIONS IN SEQUENCE NO. 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 AND PRIVATE DRAINAGEWAYS WITHIN THIS SUBDIVISION AS SHOWN HEREON. FIDELITY NATIONAL TITLE AGENCY. AS TRUSTEE UNDER TRUST NO ONLY AND NOT OTHERWISE. AS TRUST OFFICER DATE NOTARY STATE OF ARIZONA) FEE )SS COUNTY OF PIMA ) No. ON THIS, THE DAY OF , 2018, BEFORE ME, THE UNDERSIGNED PERSONALLY APPEARED, WHO ACKNOWLEDGED SELF TO BE OF BEING AUTHORIZED SO TO DO, EXECUTED THE FORGOING INSTRUMENT FOR THE PURPOSE THEREIN CONTAINED BY THEMSELVES AS OWNERS. MY COMMISSION EXPIRES: NOTARY PUBLIC OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS 1 THRU 168, & COMMON AREAS "A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SHEET 1 0 F 1 2 SEPTEMBER, 2018 1" = 40' OV 190 0251 y GENERAL NOTES (CONTINUED FROM SHEET 1 17. THE HOMEOWNER'S ASSOCIATION AGREES TO 1) KEEP ALL COMMON AREAS MAINTAINED IN A WEED -FREE, TRASH -FREE CONDITION, 2) REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS, AND 3) MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. 18. NO IMPROVEMENTS BETWEEN THIRTY (30) AND SEVENTY-TWO (72) INCHES IN HEIGHT RELATIVE TO THE ADJACENT ROADWAY WHICH MIGHT INTERFERE WITH THE PURPOSE AND INTENT OF THE SIGHT VISIBILITY TRIANGLE SHALL BE PERMITTED, PLACED OR MAINTAINED WITHIN THE SIGHT VISIBILITY TRIANGLES SHOWN ON THIS PLAT. 19. PROPERTY OWNERS SHALL MAINTAIN PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS AND GROUNDCOVERS SHALL NOT EXCEED THIRTY (30) INCHES IN HEIGHT WITHIN THE SIGHT VISIBILITY TRIANGLES. TREES WITHIN THE SIGHT VISIBILITY TRIANGLES WILL BE MAINTAINED TO ENSURE THAT BRANCHES/FOLIAGE IS NOT BELOW A HEIGHT OF SEVENTY-TWO (72) INCHES. 20. ORO VALLEY WATER UTILITY SHALL BE THE WATER SERVICE PROVIDER. 21. INTERIOR PROPERTY CORNERS AND CENTERLINE MONUMENTATION SHALL BE SET AS SOON AS COMPLETION OF THE INFRASTRUCTURE AND IMPROVEMENTS MAKE IT PRACTICAL TO DO SO. IF SUCH MONUMENTS SHOULD DIFFER FROM THE TYPE DESCRIBED ON THE FINAL PLAT, A RECORD OF SURVEY PLAT SHALL BE RECORDED SHOWING THESE DIFFERENCES. 22. ALL PROSPECTIVE BUYERS OF LOTS WITHIN THIS SUBDIVISION SHALL BE INFORMED OF THE PRESENCE AND ACTIVITY OF THE LA CHOLLA AIRPARK, A PRIVATE AIRPARK LOCATED SOUTHWEST OF THE PROJECT. ALL PERSPECTIVE BUYERS SHALL BE INFORMED THAT LOW FLYING AIRCRAFT MAY BE A NUISANCE. 23, 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 COMPLETE AND SIDEWALKS HAVE BEEN INSTALLED, PROPERTY LINE TO PROPERTY LINE. 24. PRIOR TO ISSUANCE OF ANY RESIDENTIAL BUILDING PERMIT ASSOCIATED WITH A HOME OR LOT ON PARCEL 5W & 5X, THE DEVELOPER SHALL POST FINANCIAL ASSURANCES IN THE FROM OF A PERFORMANCE BOND EQUAL TO THE AMOUNT OF RECREATION AREA AND AMENITIES AS REQUIRED IN SECTION 26.5 OF THE ZONING CODE, SUBJECT TO APPROVAL BY THE PARKS AND RECREATION DIRECTOR AND PLANNING & ZONING ADMINISTRATOR, IN CASES WHERE THE RECREATIONAL FACILITY IS TO BE PRIVATELY OWNED, RECREATIONAL FACILITIES AND PARKING IMPROVEMENTS SHALL BE COMPLETED AND IN PLACE BY THE TIME THIRTY-FIVE PERCENT (35%) OF THE BUILDING PERMITS ARE ISSUED. PRIOR TO RELEASE OF THE REQUIRED BOND OR ASSURANCE, THE DEVELOPER SHALL PROVIDE WRITTEN DOCUMENTATION TO THE TOWN THAT ALL MECHANISMS ARE IN PLACE TO PROTECT THE RIGHTS OF THE HOMEOWNERS (I.E., LIABILITY INSURANCE). 25. THE SUBDIVISION SHALL ONLY BE SERVED BY PUBLIC LIFT STATIONS. 26. THIS SUBDIVISION SHALL BE RESPONSIBLE FOR THE DEVELOPMENT OF PHASE 2 OF THE NEIGHORBORHOOD PARK SHOWN IN MASTER RECREATION AREA PLAN, INCLUDING PHASE 2 AMENITIES INCLUDED THEREIN. 27. THE FINAL DRAINAGE REPORT WILL BE SUBMITTED IN CONJUNCTION WITH THE PAVING, GRADING AND DRAINAGE PLAN, AND WILL INCLUDE REVISIONS NECESSARY TO ADDRESS OUTSTANDING DRAINAGE REPORT COMMENTS FROM TOV. 28. TRAILS, TRAILHEADS AND OTHER PUBLIC RECREATION USES ARE NON -MOTORIZED AND ARE OPEN TO THE PUBLIC. 29. THIS SUBDIVISION IS SUBJECT TO REZONING CONDITIONS PER TOWN OF ORO VALLEY REZONING CASE NO. OV1703076. SEE NOTES 30-33 FOR SELECT REZONING CONDITIONS ARE LISTED BELOW. 30. IN ADDITION TO REQUIRE NEIGHBORHOOD PARK(S), THE DEVELOPER(S) SHALL IMPROVE AND/OR INITIALLY FUND, AT THE DISCRETION OF THE PARKS & RECREATION DIRECTOR, THE EXISTING PUBLIC USE TRAILHEAD DEPICTED IN EXHIBIT "D." THE REQUIREMENTS BELOW ARE TO BE APPLIED INDEPENDENTLY TO DEVELOPMENT ON THE WESTERN PORTION (ACCESSED BY MOORE ROAD/ARROWSMITH ROAD) AND NORTHERN PORTION (ACCESSED BY RANCHO VISTOSO BLVD ONLY) INDICATED IN THE TENTATIVE DEVELOPMENT PLAN. ALL TRAILHEAD IMPROVEMENTS DESCRIBED HEREIN SHALL BE FUNDED BY RECREATION IMPACT FEES AS DESCRIBED BELOW: A. THE TRAILHEAD IMPROVEMENTS OR INITIAL FUNDING PROVIDED BY DEVELOPER(S) SHALL NOT EXCEED THE VALUE OF THE REQUIRED PUBLIC RECREATION IMPACT FEE CONTRIBUTION FOR THEIR SUBDIVISION PROJECT. THE DEVELOPER(S) SHALL RECEIVE CORRESPONDING RECREATION IMPACT FEE CREDITS FOR SAID TRAILHEAD IMPROVEMENTS OR INITIAL FUNDING. THE IMPACT FEE CREDITS SHALL ALSO BE APPLICABLE TO DESIGN, PERMITTING, OR OTHER COSTS ASSOCIATED WITH SAID TRAILHEAD IMPROVEMENTS. B. THE TRAILHEAD IMPROVEMENTS OR INITIALS FUNDING SHALL BE COMPLETED AND IN PLACE BY THE TIME THIRTY-FIVE PERCENT (35%) OF THE BUILDING PERMITS ARE ISSUED. C. THE TRAILHEAD IMPROVEMENTS INDICATED IN EXHIBIT "C" SHALL BE IN INSTALLED IN A MANNER AND ORDER AT THE SOLE DISCRETION OF THE PARKS & RECREATION DIRECTOR, ACKNOWLEDGING REASONABLE CONSTRUCTION SEQUENCING BY DEVELOPER(S). D. IF THE TOWN APPLIES ADDITIONAL RECREATION IMPACT FEE FUNDS FROM OTHER NEARBY DEVELOPMENT TOWARD ADDITIONAL TRAILHEAD IMPROVEMENTS, THE NEXT SUBDIVISION TO DEVELOP SHALL INSTALL THE ADDITIONAL TRAILHEAD IMPROVEMENTS IN ADDITION TO THEIR REQUIRED SHARE, AT THE DISCRETION OF THE PARKS & RECREATION DIRECTOR. E. THE TOWN PARKS & RECREATION DIRECTOR RETAINS THE RIGHT TO PURSUE CONSTRUCTION OF ANY OF THE TRAILHEAD IMPROVEMENTS BY MEANS OTHER THAN THOSE DESCRIBED ABOVE, IN WHICH CASE ONLY THE BALANCE OF ANY SUCH REQUIRED TRAILHEAD IMPROVEMENTS DESCRIBED IN THIS CONDITION SHALL APPLY TO THE DEVELOPERS. 31. THE FUTURE DEVELOPER(S) OF PARCELS 5W AND/OR 5X SHALL COMPLETE THE PHASE 2 OF THE RANCHO VISTOSO NEIGHBORHOOD 5 COMMUNITY PARK AS SHOWN IN THE APPROVED MASTER RECREATION PLAN (SEE ATTACHMENT 8 OF THE REZONING STAFF REPORT). THE RECREATIONAL AREA SHALL BE COMPLETED AND IN PLACE BY THE TIME THIRTY-FIVE PERCENT (35%) OF THE BUILDING PERMITS ARE ISSUED FOR THE FUTURE HOMES ON THESE PARCELS. 32. ROOFTOP COLORS SHALL BE LIMITED TO DESERT EARTH TONES AND COLORS WHICH BLEND WITH THE NATURAL ENVIRONMENT TO LIMIT THE VISUAL IMPACT TO EXISTING PROPERTY OWNERS. 33. APARTMENTS ARE NOT PERMITTED. 34, THE SAME ELEVATION AND COLOR SCHEME MAY NOT BE REPEATED FOR THE FOLLOWING CONDITIONS: • HOMES IMMEDIATELY ADJACENT TO ONE ANOTHER • HOMES LOCATED DIRECTLY ACROSS THE STREET FROM ONE ANOTHER 35. TWO-STORY HOMES SHALL NOT BE LOCATED ON CORNER LOTS. 36. NO MORE THAN 2 TWO-STORY HOMES SHALL BE LOCATED SIDE BY SIDE ON THE SAME STREET. 37. TWO STORY HOMES SHALL BE LIMITED TO NO MORE THAN 60% OF THE TOTAL LOT COUNT WITHIN THE DEVELOPMENT. 38. THE PROPOSED PUBLIC UTILITY EASEMENT MAY NOT INTERFERE WITH ANY REQUIRED LANDSCAPING IN THE FRONT YARDS (SECTION 27.6.C). The Engineering • Planning • Surveying Landscape Architecture • Urban Design ppp Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard Group)VVIJB Tucson Arizona (520) 881-7480 ,F,".,f 11 +0. 44121 PETER D. COTE TF 12/05/18 S��NE D qr; P \Iona V �3 BOUNDARY LINE TABLE Line # Length Direction BL1 42,64' N52030'00"W BL2 7.43' S51 °49'27"E BL3 207.97' N6013'04"W BL4 216.50' N47046'56"E BL5 160.07' N2046'56"E BL6 275.31' N15013'04"W BL7 128.69' N29046'56"E BL8 8.41' N26011'49"W BL9 85.52' S69013'15"W BL10 242.03' N69021'43"W BL11 67.96' N54028'55"W BL12 59.14' N70046'15"W BL13 83.41' N45001'14"W BL14 82.80' N46053'40" IN BL15 107.63' N21 °47'23"W BL16 52,32' N46052'05"W BL17 172.73' N15048'00"E BL18 454.01' S45000'00"E BL19 293.50' N0008'50"W BL20 134.48' N0008'50"W BL21 651.87' S26011'49"E BL22 90.74' S50019'05"E BL23 127.78' S25055'31 "E BL24 157.24' S25052'21"E BL25 150.19' S17040ATE BL26 982.15' S0031'31 "E BL27 363.25' N89031'12"W BL28 393.21' S89031'12"E BL29 80.58' S26057'44"W BL30 183.65' S0001'07"W BL31 72.86' S10055'40"W BL32 598.99' S5015'42"W BL33 157.82' S24028'30"W BL34 201.03' S33052'50"E BL35 226.34' S5001'57"E BL36 121.76' S49029'10"W BL37 404.18' N80000'00"W BL38 765.90' N52030'00"W M.D. CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE BC1 369.96' 400.00' 52059'33" N32017'36"E 356.91' BC2 316.57' 562.00' 32016'29" N9055'10"E 312.40' BC3 588.11' 624.00' 54000'00" N20046'56"E 566.58' BC4 441.39' 562.00' 45000'00" N25016'56"E 430.14' BC5 176.56' 562.00' 18000'00" N6013'04"W 175.83' BC6 490.09' 624.00' 45000'00" N7016'56"E 477.59' BC7 549.09' 562.00' 55058'45" N1 047'34"E 527.51' BC8 39.02' 258.00' 8039'56" S30031'47"E 38.98' BC9 382.03' 624.00' 35004'41" S8039'29"E 376.09' BC10 134.71' 624.00' 12022'09" S14057'39"W 134.45' BC11 191.14' 570.00' 19012'48" S14052'06"W 190.25' BC12 265.99' 270.00' 56026'44" S3044'52"E 255.37' BC13 240.66' 350.00' 39023'48" S14013'37"E 235.95' BC14 52.02' 440.00' 6046'24" S5302311 "W 51.99' ZONING MAP SCALE: 3"=1 MILE Ref#: OV1801740 OV1701630 OV 1701068 OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS 1 THRU 168, & COMMON AREAS "A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA SHEET 2 OF 12 SEPTEMBER, 2018 1" = 40' JtQ. n ■ I c c u C c i ALTERRA AT ASTOSO TRAILS COMMON AREA C HOHOKAM MESA K. 61 MAP, P, PG. 84 ZWNG: M.H.D.R. F MOORE ROAD (PUBLIC STREET) SEQ 20173070030 FL1 CV J F43 ICO \ S N Z xzv I I 100,EL BK �S �RIC EgSEME NT SC, PG. 64 3 \ tiQ s2 6' v' os� COMMON AREA D \ ALTERRA AT VISTOSO TRAILS COMMON AREA E 00 d' co ALTERRA AT �WOSO TRAMS co SEE 20173070030 0 0 ALTERRA 9 VMT030 TH&S (COMMON AREA D Z � �o 0 \ �O \ �F N46053'40"W 82.80' �Vso , J�Q/A Nip-46151, 5g 14' dp H LOAN LLCM 71.22% EIr AL 210-21-627K ZWNG=PAD The W 1V � Engineering Planning Surveying Landscape Architecture •Urban Design W Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard n 520 881-7480 Group Tucson Arizona p `�r- j +q- 44121 PETER D. COTE �rF 12/05/188 S)GNED '9r� P• \Iona U FND GLO BCSM W4 COR SEC. 30 T11 S, R14E 2 \ c \ � \ co w \ o \ 00 o \ 0 o \ U) \ CONSERVATION EASEMENT \ R=258.00' \\ DKT. 11873, PG. 363 L=39,02' \� =8039'56" \ 1 \ \ \ \\ PROPOSED 100-YR \ \ /FEMA FLOODLINE \ \ dp H LOAM LLCM \ \ \ 71.22 ° / CST ALA, \ \\ \ 210-20-014C \ TRAIL AND TOV BANK 3� 2 \ \PROTECTION MAINTENANCE & \ •'1 ACCESS ESMT PER SEPARATE o \� 00 \\ INSTRUMENT � o�> °o \ <0 \ \ C)?� °° A �` O V A o o FL22 `J6. \ \ \ \ `°oa COMMON AREA 'B' \ \ 145,748 sq.ft \ \ 3.35 acres \ \ \ ROPOSED 100-YR FEMA FLOODLINE CONSERVATION EASEMENT DKT. 11873, PG. 363 \ 170 Si \ \ \F�c rF 9, ?4203, 1ps9,5, S ��s 5 \ � �5.2 \ \ 61771 KYLE J MARQUEZ 0 ofP Si ned 124h N26 1149 W `rs\ Q 9 P 8.41' /ZONA ma. NOR & � �..u,.. ,. .,..W lam.. _. prx#d ,�� s, 11 TI00 0' 40' 809 120' 6?%mmmmml •rwrrrrrrrr���� �---� 1 I 1 , I 1 , I A 1 m 1 1 1 I m 1 I 1 1 m 1 1 1 1 1 R-- -i m I 1 1 1 1 1 1 1 e 1 1 I 1 1 1 1 I 1 1 1 e 1 1 1 1 1 1 1 a 1 1 3 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 e 1 1 � m 1 1 e 1 m 1 1 1 1 1 , 1 i m 1 m , 1 e , t---------L---------m , 1 I INDEX MAP 119 = 1000' OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS I THRU 168, & COMMON AREAS "A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SHEET 3 0 F 12 SEPTEMBER, 2018 ill= 40' r n 4j n IN c C 71.22 ° a ET AL 219-21-6211 K Z0MmG=paD PROPOSED SLOPE AND DRAINAGE EASEMENT GRANTED TO THE TOV BY SEPARATE INSTRUMENT o� Fi H % 44121 61771 PETER D. KYLE J COTE MARQUEZ O9TF. 12/05/18 °P t S)�NED q� Si9ned 12 gr'zpno 05 /ZONA Engineering - Planning - Surveying The Landscape Architecture • Urban Design WL-B Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard G ro u p Tucson Arizona (520) 881-7480 N co \ co PROPOSED SLOPE AND133 G \ o DRAINAGE EASEMENT \ °n a GRANTED TO THE TOV n \ BY SEPARATE O INSTRUMENT O o ~d 1 N \ n I � \ I M II II / J I J L0 \ 00 - / 0 0 o L0° L0 L0 Ln 11 `1 \ d II a I o 0 0 C"I M CAD 0') LOIf u7 n I ROPOSED 100-YR EMA FLOODLINE OTECTION \ ` \ MAINTENANCE & ACCESS ESMT PER SEPARATE INSTRUMENT VP H LOAN LLO 71.22% ET AL 219-21-914O \ \ \ \\ ZONMO=paD. \ \ \ \ \ \ 12' TRAIL ES T PER \ sso° \\ \\ \ EPARATE IN RUMENT \ 1719, 90 \ \ \ \ 2.13' (ESMT TIE) \\ \ \\ \ COMMON AREA 'A' ry 67,550 sq.ft 1.55 acres ' I� pp0 Q- I Q7 N \ \ aw 152 \ \\ 7,273 sq.ft \ V A \ 0.17 acresCP \ s� \ \ \ \ M % °p�'3� 151 6,239 sq.ft , \ cs` \ e \ A/ C193 0.14 acres Nil) pp / so \ \ \ 71.22% ET AL \\ °E �'o \ C�9 N6�`°p1 0 p 2.21'' 6000so.ft I /c`V p°�` q \ \ �``' \ 0.14 acres pp/ ' ° a N6�op139, � ��s \\ tip / 3.89' s� i 149 \ \ \ TRAIL AND RFCD'BANK o �� �6, 'o. 3 gg� 6,635 sq.ft \ \ \ \ PROTECTION MAINTENANCE AND �� o \ 0.15 acres pp \ \ \ ACCESS ESMT PER THIS PLAT Tz 0p9��E \ \ \ v\ \ \ \\ \ \ 131, 148 \ o\\ \ \ 316,688 sq.ft \ \ \ \ 25 \ 0.15 acres !� 25 v \ °31„�6,,E 120 �0� \\ \ \\ \\ \� N 1% \ n\1 \ \ cp �� s• N c-A 1 \ � v � o �� v 147 v 1 v v N �J o \ 6,688 sq.ft 1 EC221 co 0 o S89°31'12"E 200.00' o G'o 1\ 0.15 acres a� N o f �w 50.00' 50.00' 50.00' 50.00' 1 °� v 1 1 1 1 PROPOSED 100-YR co Na 1 �_ 1 1 FEMA FLOODLINE v/ o \ ► a o 1 _ S80°p4,48 W 120.00- v l I o I � oo �N . I I I C.)o co M m o o ii 146 v l I I o- o r, ,n Lrn 0") I 6,688 sq.ft ) N �'InI 0.15 acres I II I I MJ 156 w 155 154 153 o N v 6,042 sq.ft l 6,126 sq.ft � 6,191 sq.ft 7,896 sq.ft °N I d oo 0.14 acres N 14 acres N O° n I ° �19"W 120.00' I� / o 0 0. ac w o 0.14 acres o 0.18 acres I - S85 32 I I I I o � i cn � I ! o I I I Z o � 145 N CD I � I 6,623 sq.ft 0 I I I 56' II / 11. p, 0.15 acres S00_ — -- — — -- —___ SO°28'48"Wv 13.213' 50.03' 29.21' 60.17' I I w 4el 1.74'-N89°31'12"W 120.00'•74 I a S87035'44"E 124.83' C46 S89031'12"E 89.39' Na- o � ti _ ___ S87°35'44"E 183.16' _ N C10 S89°31'12"E 139.96' CD CO 144 I Ref#: OV1801740 N ' E DANUM VALLEY DR -- - - z I OV1701630 / M (PUBLIC) a k I OV1701068 ;;No �, / C10 / N 114, 0' 40' 80' 120' 6e%=mpm1 INDEX MAP 1 " = 1000' OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS I THRU 168, & COMMON AREAS "A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA SEPTEMBER, 2018 1" = 40' SHEET 4 OF 12 e-i- /-% )■ D. The WEB it Group i ti \ J PROPOSED SLOPE AND /�1 - � o DRAINAGE EASEMENT o 0 GRANTED TO THE TOV a / o I M BY SEPARATE t co it INSTRUMENT / 0 4 J 0 o 0 O M I 11 u a � , ' O N do 441u /ti o / �o 31 i N co ° 10 i i I VP H LOAN LLCM 71.22% ET ALA I 219-21-6271 `'�{ Tnnrmn 1p-pa© SHEET 4 M ® ® ® ® N E DANUM VALLEY DR (PUBLIC) N 00 N87°35'44"W 124.83' C45 N89°31'12"W 89.96' 1 0 -50.03' - - 29• 14' 50.00' 30.00' c�� ` - - 9.96' _ C198 ui C199 D CD o p O p0 p n- O r- CV ti c- N N r CD 157 W EO 158 w 80 160 6,100 sq.ft 7zr6,020 sq.ft co159 � 6,000 sq.ft 00 6,166 sq.ft so C 0 0.1 4acres c 0.14 acres O° o 0.14 acres o 0,14 acres co ° N Z p Z U) Z °o 11 d � "o O co 50.00' 50.00' 50.00' 52.08' 1� N89031'12"W 202.08' o I \ CO. \CO. COMMON AREA 'A' 53,285 sq.ft 1.22 acres o °.n \ G� CD S89031'12"E 120.00' - _ 161 I 6,000 sq.ft 10 0.14 acres o 25' CD o N89031'12"W 120.00' - o LO 162 �o 0 w o 6,000 sq.ft 00 "� 0.14 acres o 1.0 00 N o S89031'12"E 120.00' - z 163 Io CD LO 6,000 sq.ft I po 0.14 acres S89031'12"E 120.00'- 0 N89031'12"W 125.00' ( co U. C 0 164 to w o p co 7,500 sq,ft N ° ti 0.17 acres CD CO S89°31'12"E 125.00' cli _ p 165 ICD CD `o 7,500 sq.ft `0 0.17 acres o I o S89031'12"E 125.00- CD co LU 00 I \ limm l Ems Emsmmm \ N89°31'12"W 120.00' 144 \ 01 o 6,000 sq.ft o II \ \\ 0.14 acres I I 1 i I EL16 \\ --N89031'12"W 120.00' - f- 10' PUE 143coI I \ o l 6,000 sq.ft 00 o \ 0.1 4acres N CD CD I I I \ 1 II \ S89031'12"E 120.00' I II I \\ o f 142 o I oLO 6,000 sq.ft o I I \ 0.1 4acres LO I \ I I \ - S89031'12"E 120.00' I N89031'12"W 125.00' --- PROPOSED 100-YR o 141 _ 0 I l I I I FEMA FLOODLINE 01 7,500 sq.ft � I 0.17 acres I S89031'12"E 125.00' I I I oI 140 CD 7,500 sq.ft o I 0.17 acres � 1 1 I S89031'12"E 125.00' I I I 00 oI 139 CD f 7500s .ft q o p l I COMMON AREA A 0.17 acres co 67,550 sq.ft 00 CD S89031'12"E 125.00' 1.55 acres - b 138 o N I 1 7,500 sq,ft � o NI 0.17 acres � C° co I N S89031'12"E 125.00' � wI ° Mp H LOAN LLCM o 771.22% CT AL co 7,500 sq.ft o 0.17 acres co I TRAIL AND RFCD BANK ZOGflN8-PA0 PROTECTION MAINTENANCE AND - S89031'12"E 125.00' - i I ACCESS ESMT PER THI PLAT EL15 I 10' PUE 1 36 CD CD I o 7,500 sq.ft CO I "o ° 0 16 6 o 0.17 acres I I z `� 7,500 sq,ft oO 0.17 acres S89031'12"E 125.00'- IJ `O - S89031'12"E 125.00' o I J I oo I o 0 1 co 135 o o 0 7,500 sq.ft � o � 0 167 10' PUE --I o 0.17 acres � 4 CDIt a 7,500 sq.ft � eV) - I It a o _ 0.17 acres _ I o J-N89031'12"W 125.00' I CDIt 0-4 0 J EL14 co N89°31'12"W 125.00` > m 7 1 4 sq.ft LO o I J r� q o' it I II 16 8 0 a 0.18 acres CO co f I co 7,500 sq.ftCD CD C w 8.00' II I 0.1 7acres CD o S89031'12"E 133.56'- I I I zLOI 12' TRAIL ESMT PER `) C" ►�' 'oll w II EPARATE INSTRUMENT PROPOSED SLOPE AND � M N89°31'12"W 125.00' M 133 _ / DRAINAGE EASEMENT cN c 8.61 I 7 702 sq.ft co o I GRANTED TO THE TOV � �� �°� can I 0.18 acres o � 1 G �I z � BY SEPARATE _ � � INSTRUMENT o o I -1.S87°13'04"E 109.46' cc ( N E HARUA VALLEY DR 0 UBLIC)� 1 ---N89°31'12"W 125.52' - I RFCD BANK PROTECTION \\ LIJ- N87°1(P - C) / / MAINTENANCE &ACCESS ESMT � � N 3 04 W 176.92 / PER SEPARATE INSTRUMENT I I. `� `a GO �tooSS8° I \ C14° `r N87°13'04"W 77.04' N76°2g, "� / / AD' Z N I z "' G�� 17.04' - - 60.00' - - - _ 8 W 48• 12, / is F ,S -YR �-� 66' , PROPOSED 100 �� _ C141 ���/ FEMA FLOODLINE p M _ / eo Si p Cr) - 00 I � -q. 1C TE co W 61771 \ - i 132 00 (YLE J P o co � 0 14,681 co aROuEz�CO _ ° I 28 � � sq,ft o 12 9 13 0 131 0.34 acres z ned124 P. z" 8,096 sq.ft 0 7,761 s ft 5 �' �,� A 0.19 acres o q' 00 7,941 sq.ft 8,809 sq.ft I EL13 0.18 acres N 0.18 acres 0.20 acres I 67,550 sq.ft U) ° ° o 1.5 acres I U) TRAIL AND RFCD BANK PROTECTION MAINTENANCE AND I ACCESS ESMT PER THIS PLAT -387°13'04"E - S87°13'04"E __! S87°13'04"E 60.00' S87° E 13'04" 60.00 60.00' - - - __ 1 Ref#: OV1801740 60.00 N890 31 12 W 70.97 OV1701630 SH T N89031'12"W 363.25' 2.59' (ESMT TIE) OV1701068 Engineering - Planning - Surveying Landscape Architecture • Urban Design Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard Tucson Arizona (520) 881-7480 0' 40' 80' 120" 61mmmmmml INDEX MAP 1 " = 1000' OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS I THRU 168, & COMMON AREAS "A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA SEPTEMBER, 2018 1" = 40' SHEET 5 OF 12 SHEET80 5 I = ■ m. PROPOSED SLOPE AND DRAINAGE EASEMENT GRANTED TO THE TOV BY SEPARATE INSTRUMENT Mp H LOAN L� LC 71.22% Ey GILL 219-21-627K PROPOSED SLOPE AND DRAINAGE EASEMENT \ �� GRANTED TO THE TOV BY SEPARATE INSTRUMENT ADO QJ ® ® ® ® 0' 40' 80' 120' CD mw �'`o� ►� \ 1 'TRAIL ESMT PER L11 6%.?Nm P �q, M ; SEPARATE INSTRUMENT o0� J RFCD BANK PROTECTION z \ MAINTENANCE & ACCESS ESMT—I 25 30 o PER SEPARATE INSTRUMENT I 30 S89031'12"E 165.06' o _ _ _ _ I I_ � �' N EMT S89°31'12"E 2593 91' CALCU ATE I I 36 31 `pv° 30 ELECTRIC S ( L D) FND GLO BCSM \ ��� o DKT. 7268, PG. 1190 I 31 DKT. 8065, PG. 986 --------------! ----------�--- ,� d------------------------------------- — —-------- N N\ o o^"' o -Av v S89031'12"E 393.21' o �; -) I I 0 N88015'26"E 141.94' 69.84' 72.09' o ° o o0 ° I I I I I I I I �I II I _RFCD BANK PROTECTION cli MAINTENANCE & ACCESS ESMT 54 "' co ° PER SEPARATE INSTRUMENT 11,020 sq.ft 53 0.25 acres 10,934 sq.ft - ----- -- I ; 0.25 acres ° Ix. —I — - - — - - ��• o0 00, ', �o \ � I I 12' TRAIL ESMT PER 27,, \ ,o I I I SEPARATE INSTRUMENT o �� 5 5 �,��, I I 6,388 sq.ft 0.15 acres °°< Ga3 C82 52 I I I PROPOSED 100-YR >° p�/�°o � � oo \�o• �002 F51,.`00 410,934 sq f�Oq I I I I FEMA FLOODLINE �',o°268 ° 7.acres °00o ° ��, 56 s�, - o i I- ,h°� c`�'� �6,232 sq.ft ��'��. 1 �� I o I I I ®---------r------� �y o C85 0.14 acres `� co I - - S87°07'22"W 120.00 � � oJ sArb c� ° I o 57 s 6,249 sq.ft 0.14 acres I v / °° I I 3� ' °� , oo. � 51 9p �1``' `'� F �� h '1(6 9 988 s ft 0 4 7�,�� 7�Q �1`�' Gil — �sQ>° 0.23 ac es I I I INDEX MAP \ \ O o G� �, I 1 - 000 DSi O ��/ � � � / h• � � / ° % ° ' °�' 1 o ° �7F I o� o \'�� C205 ��ti ,tea No`,' h� \ p�7 7� �� oo. 5 0 �' y <1k ,oa I N C25 bra ° boa �Q��O Q��O 6,755 sq.ft 7��00 ��� ��a I r �na 58 \ � V'Op, �� � �� 5�` ���L�' �O/ � � �7����. 0.16 acres �I I I � 44121 I I I PETER D. 6,000 sq.ft � oo '� � ��O �� poi � \ 49 7�S 7Q9 � COTE ,5 0.14 acres .`�o \ �7 ssr>0 sq, �F \ 660,39 4-8 �sq.ft v,,°� 7- I jI II j I I I qr12a/0 \18 0, ° 0.15 acres NED � SQ S5g <0o0 6,000 sq.ft �T °O ° 00, 0.14acres 48 4 6,348 sq.ft s°cO°° ����, `?O 0.15 acres60 COMMON AREA 'A 6,000 sq.ft . P122,039 sq.ft I I 0.14 acres oo �00- oo �;� 2,80 acres I � ��o ,Q � �o• °`Lao p �I I I 61 oo� L?0so, 50`� 0'p� s°`Loa 6,000 sq.ft `1° ;� °��00� I I O �' 0 0.14 acres Aso °`lao 62 S 6,572 sq.ft �', �� 47 I C47 >3 0.15 acres ,��a"oo V 9,078 sq.ft 9� 0.21 acres I I I °`Lp�`�� o�oo ON �2 I I I dp H LOAN LLC cad o , p`L�� ,� � 60 ��O � �� 0 `j �'° � - `42; o �' ,� -, •00, 0' `�, rn , S� °�3 I I I 71.22% Ell °,L 00 ��° ,�QD v I �� SSS° n r'° o w \ v 168 ��o / '°b Cbo 9,626 sq.ft o 11�7 � 46 --° .acres 9,078 sq.ft 6�067/ p9COMMON AREA 'A' I I II I 0.21 acres I 1 7,500 sq.ft ! p� w o I I I h 260,356 sq.ft o 1 o I o 0,17 acres ,� �. o� �'` 5.98 acres W 125.00 - I 60 39 \ ho 66 600 , �0 10' PUE It S82°52'24 I I v �� 7,500 sq.ft �,°o° I I I r`h0 0.17 acres N 00069 0.0 � 45 ti I7,594 sq.ft °65 0 9,078 sq.ft 017 00, 21 I II I i I 7,500 sq.ft 'to. / I 0. acres I I �4o' � S6 0.17 acreso' 60 7,61 O �00- �52I N85°38-'S- 4"W70 �?'125.00' 64 C69 arnoI III I I II \\PROPOSED 100-YR7,500 sq.ft ° C1333f0.17 acres 90, 00 FEMA FLOODLINEG0 0.17 acres I 06 �,<<Fy �6'� V'I1 71 1� I 7,624 sq.ft � 7,500 sq.ft 0 0,18acres I v' II I I I D V> 8 0 2 512 01 My w N84°44'18W 125.00 30 0.17 acres 63 N low FINAL PLAT 1068sq.ftCOMMON AREA 'A' cJ 011 72/ .2acres RANCHO VISTOSO VALLEY VISTA p M z o ° SHEET 60 / '� 01no � I I LOTS I THRU 168, & COMMON AREAS A CO .00, ,/ I �s 0 4 ' I I (LANDSCAPE, DRAINAGE & UTILITIES) & B (RECREATION) Engineering - Planning - Surveying /73 IV66' The Landscape Architecture • urban Design 1 1 PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Offices located in Tucson, Phoenix, \/\\ Flagstaff, Az. and Las Vegas, NV. ` \ C23 I I Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT 4444 East Broadway Boulevard I I OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA Group Tucson Arizona (520) 881-7480 �� i C$) G�� I I 74 I I OV1701068 SEPTEMBER, 2018 1" = 40' SHEET 6 OF 12 r+ r r% 4f 00, N7 4,*p Aw Amw 4f R 4( COMMON AREA A' 60 AbI 1 72/ .6 260,356s A o 7,500 sq.ft o 5.98 acres 4f 0.17 acres ho 73 4f� sq .ft 6 0.17 acres PROPOSED SLOPE AND 61 DRAINAGE EASEMENT 88 000, \ ; 7, GRANTED TO THE TOV A\ 6997 sq.ft 0. BY SEPARATE 0.,16 acres 00' INSTRUMENT 87 60 7� 6,085 sq.ft 0.14 acres o CN 61 0-) 7,?, 00, 86 0, 6,000 sq.ft o ZD 0.14 acres CD /,_-__\ o o /85 CD CD z A 6,000 sq.ft 0.14 acres A/ 84 so C113 0000, (70 o , 6,000 sq.ft o 0.14 acres WP H LOAN LLC 1�- C-4 0 1% SO 83 71.22% ET AL 311 .0 0, 6,000 sq.ft V 8 219-54-006F 0,14 acres ZOfflNG=PAD cosoo o;) 82 ., QL1 6 o 6,000 sq.ft cy� C100 0.1 4acres C Cy) C14 Do 60, co C) C1`1 Lu 00' o LL, SO co CIO oco o o 89 101 C�o CD 7,776 sq.ft 6 60 0� z CD co 0.18 acres 000, o 90 4 L?o SO 6,000 sq.ft A1 00, s olb 61 6 61 0.14 acre, 0 -�00, J0 Rs \ �`� 91 6,000 sq.ft�l %t / -�, SO S 0.14 acres 0 001, 00, \ F�S� '��s3 o 92 -C� 6,000 sq.ft 0.14 acres 60 °off.00-0 0, 93 6,000 sq.ft - 100 YEAR FLOOD LINE NS360 00, 0.14 acres 94 6 6,000 sq.ft 60 .00, 0.14 acres A o 95 uf COMMON AREA 'A' 6,294 sq.ft 260,356 sq.ft 0.14 acres 5.98 acres o PROPOSED SLOPE AND Cn It P440 DRAINAGE EASEMENT FL46 4; GRANTED TO THE TOV FL'- Cn �v N1 BY SEPARATE It C.0 C-\i OON Cl) 3 L -54 43 0 INSTRUMENT o C3,) 01 C\I if 0191 N\\ Cn C) It 0x 0 Q) o 53 C�o Q) Cn o Fcso No tk oo 101 ss3o 6' o 9,263 sq.ft 16 0.21 acres 7 o Q All rV10 °o o0 60' VO 100 7,500 sq,ft Jo �4Q 0 17 S51049'27"E \ 7.43' ) m D N m � � � F) m 64 1 1 1 1 1 44 i i i ow 40' 80' 1 20w N84044#18f'W 125.001- o I 0 1 \ _ 12'T IL ESMT PER C/) C:) 43 SEPARATE INSTRUMENT c::) 7,j j 500 sq.ft (0 1 SHEET 0.17 acres RFCD BANK PROTECTION Lj ---- ------------ N84044'18"W 125.00, MAINTE ANCE & ACCESS ESMT I PER SE . ARATE INSTRUMENT MCO LO C) CD co C8 I C:) c::) ------ (.0 42 60 -- --- ----- 1 C90 m C; I I I I I 7,500 sq.ft 6 1 S84'44'18E z2vl' C) LO _, _1 Lr) 0.17 acres Cl) C,)l 77-51 0 1 3 U) co C91 N84044'18"W 125.00, co L&; C92 41 LO u) 7,500 sq.ft 0 C.0 40 u') CD I0 76 -0* 0.17 acres C/) .... ....... 9,749 sq.ft S8404411811E 125.00, 44/ LO 0.22 acres Olt 77 YJ co 01 PUE Cn 9,749 sq.ft 200 C\I zr Lu CD LO '41- 0.22 acres 0 - C�D L0 z 0 40 WP H LOAN LLCM CD 7,500 sq.ft 1 71.22% ET AL 0.17 acres S84044'18"E 125.00, 92.09' N8301513211W 1 10.75' r --------- r ------ 10.75' 39 ROPOSED 100-YR COMMON AREA 'A' I --------- ---------- 8,370 sq.ft 1EMA 11OOD1INE L 260,356 sq.ft = l 0.1 9acres 5.98 acres j I u 78 023`3 pE 125.00, 7,0 INDEX MAP 0) C 1 1000' co 08 38 J, 8,560 sq.ft 79 0 i,888 sq.ft 0.20 acres 6 acres S?O 0 12500, 078 6,645 sq.ft CA 0 A 10 N 0.15acres 4�; 031 \F,c Q- '44/ 1110 61771 Q) 441 1 KYLE J oc v Cb jv 90 37 PETER D. MARQUEZ 6,003 sq.ft COTE 0.14 acres 1 05/18 00 cNEo q gned nA - 93 001-- Ni C210 S6S0373036 � 6,000 sq.ft S66./ o / '31, 0.14 acres jj30" 120 001 Cb EL1 2 037 �0 35 6,000 sq.ft C110-- 03 13011 0 .0011- Iz-S 34 Q� c15 -co 6,000 sq.ft jc�� 0.14 acres RAIL AN RFCD BANK ocv Cli N), C!ROTEC ION MAINTENANCE AND � ACCESS ESMT PER THIS PLAT 11�10 00, 0 4W 33 ^o'`, N / 6,000 sq.ft 0.14 acres 01 0�?0Q11 1< EC220 3 11 90 "tv 00 6,487 sq.ft S6S03 7 0.15 acres o - 1,9NsS9 ? '3130„ 0 TRAIL ESMT PER 31 15000SEPARATE INSTRUMENT , , 7,527 sq.ft ROPOSED 100-YR C-Nv LO 0,17 acres 031�011 FEMA FLOODLINE .00, 0 \F�61 (0 CN� C-1 \ 0 A� \ 11 I OV1802512 & 000, v A� 0 �'FL 63 FINAL PLA T ��FZo RANCHO VISTOSO VALLEY VISTA o 0SHEET8co __j F66 LOTS I THRU 168, & COMMON AREAS "A"A9' t o 30 (LANDSCAPE, DRAINAGE & UTILITIES) & 9'B9' (RECREATION) '4\ \ ��� 1 4,* PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT \ , \\ �` \�1 1 I 29 OV1 701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1 701068 \ \\ \�OF�26 1 SEPTEMBER, 2018 ill 40' SHEET 7 OF 12 C ). ,. 3 127 126 102 125 31 1 1 ` 1 1 \ 1 1 1 9.8 0 11 1 it 1 O `3 1 c,` // \ 1 1 � 6p oo, \ 1 11 104 �30 tiSo° �o �,o� C� ,moo 7,500 sq.ft 0� o .0p, ��� ,, 0.17 acres 105 '�`/ ` 11 11 1 SHEET 7 7,500 sq.ft �`ti Og (�',��00 0.17 acres 29 -0 oo 6" O,� �o0 7,500 sq.ft TRAIL AND RFCD BANK 1 Op, �Q 6p 0.1 7acres ��h. pp, " 1 \ 1 PROTECTION MAINTENANCE AND 1 06 �`��° iA�� F/�/ 0p, P8 1 1 1 ACCESS ESMT PER THIS PLAT 60 7,500 sq.ft �/ °°1� 28 3, 1 1 0.17 acres o0 7,500 sq.ft o' 1 -160 tiS 6� �o ` 1 EC219 PROPOSED 100 YR 3° p � " � 0.17 acres � �00' S °.Op, \ �.`L FEMA FLOODLINE 107 pp, " 7,500 sq.ft '� �" 6��8p, >>F Q o� 27 0.17 acres llco 8,156 sq.ft J �6p, 6Qpp; �' 0.19 acres ° S �`�`° 10 8 oo " �,��' `per 124 ��,.pp, S� p 6p�,, 7,500 sq.ft �`ti� \ ho� 00 00, O 0.17 acres 26 8,955 sq.ft p �` 0 1 9 o° C 0.21 acres o6 EC 18 o° 6 00 sq.ft Qo \Sop' S 60' 7,500 sq.ft ��h 6Q q5 �, (USED FOR ESMT TIE) 9 oOp, 1 0.14 acres �`10 S��p, 0.17 acres o° 122 0° so s ' c v °o o 00, 6� �0 1 10 00 6S 25 v 6,000 sq.ft �`ti S�� A 4, � 7,500 sq.ft 0.14 acres A, 6 \ q , O / / ` 0.17 acres 8,955 sq.ft Sapp' °�'oo 121 �� Sp o �; / ��, 1 0.21 acres \ 01 0 �00' °`� �� 00 TRAIL AND RFCD BANK 6,000 sq.ft o 0.14 acres '�`tio 6 �o�0 1 1 1 0° �� �� , ��� �, �� V AV PROTECTION MAINTENANCE AND 600 7,689 sq.ft �,'`' �'�,� 20"So �� \ \V ACCESS ESMT PER THIS PLAT s 0> 0°0 120 'So 0,18 acres O, p S2�p o0 6,000 sq.ft o°o O 0 s� 0 , �`� orb 1 12 tip 24 \ o \ S ° O� 0.14 acres ' 0 F ,<<, 8,955 sq.ft \ \ tiS2° popF Sp3S2, S�Op, 0°0 1 1 9 Sp 'Gsr�° 60 `/' 7,756 sq.ft ��o o v 0.21 acres \ `� \ o ��,, 0.18 acres °� 4 `�0b ,, S66 �,'� 6,000 sq.ft o°00' S ' �,° o o \ °o 0� S�" \ 0.14 acres '�`L° \ 9TI� \�?� �° rnoft� \ 5 pp' , \ Sp 6pp6 �� �o A 3 ��,69"E 12 AI � 11 op, S, .00 � o0 1 1 S S o \CP °� °o°oo- m tis ° 6°oa, o vv M 1 1 5 0° h o1 6,000 sq.ft o• \ 3 � N 1 a 1 �1 6,000 sq.ft �°' `ti 0,14 acres �`ti 2��j,, �� v- \\ , pUt 23 v 1 0 1 �, COMMON AREA A � _ �o 0.14 acres Q SO S o 1 17 O `- 1--� 8,955 sq.ft 1 0 1 00 �O `��' Op,� �� �, °`�° o0 2 260,356 sq.ft - �`' 1 1 o 1 °o° 6 00 \ QJ o1 6,000 sq.ft ��yo 5.98 acres 1 °';' 1 0.21 acres 1 6,000 sq.ft ��o o 00 0.14 acres C214 ,I C20 � 500�; 0.14 acres Sp Sp p0,� o°o % -C2J3 0 I ° 3 E 125.00, EC217 ° p °� 1 16 S80°0p,0 „ o I N83 47 3 " o° 7 1�'� � � '� o /� 0 E -- TRAIL ESMT PER 1 6,000 sq.ft o.'° 6,769 sq.ft o / 42.33' 92.33'to '`�' C215 50.00' I I I I SEPARATE INSTRUMENT 0.14 acres '`� S 0.16 acres n I I o ��00, F 5O00, � hb or_ 25' 25 I 22 N I I II °�°° 8 0° _ �q� °ti 1 1 5 0 a, I� 8,955 sq.ft v 01 6,000 sq.ft S 8,359 sq.ft o "' S' , `� 0.14 acres � � � � q o � � � 0.21 acres p p o opp lcJ 35�, 0.19 acres o 1 14 N o I I I 0' o /' 6,357 sq.ft 1 1 3 N ° � o q' I I RFCD BANK PROTECTION °� 9 o° - o ' 0.15 acres -"' 6,000 sq.ft I -_------S85°36'53"E 125.00, - -- - - I I' MAINTENANCE & ACCESS ESMT 6S9p �01 6,000 sq.ft �`tio \ C7,S� I z o 014 acres o I - - - I I \ S �° o v - -- I I I PER SEPARATE INSTRUMENT SD 0.14 acres o o �, � _ I 00, 'SO I .pp, ° 0 � 0 � � � o W I o 1 I °� 10 ' oo d , C11 '-- z ^ o M 21 C6 I I 6,000 sq.ft �1°' � �; < ?0 3 _ _ _ o co 7,604 sq.ft I I S 0.14 acres QJ 30�'. 00„ C11 - _ _ N °co ►� � 0.1 7acres i I �00' o �° T3.52' C �.� � C ;13199 4 42.33' _ ' - - _ _ o - `" °oo0 1 1 �Q8 3�S p0 .2� 30 50. 00' _ - z z `�' � 578 °53'04 "E M 1 I 1 6,000 sq.ft °o Q,, 00„ S80°00'00" 39.41 Gp� 0 125 76' I 6 0.14 acres �L° \ C� 2�°3 4'143 E 131.74, Cn �, TRAIL I I O00' / '� 9 0 00„ 9 - S80-00'00" o C56 DETAIL SHMT SEE I o o L ;155 9 � , - E 142. 74' tx L3 ET 12 1 ° 12 C5 9 �G� � � 1�Pljle N78 °53'04., W 93. i �pO S°1 6,813 sq.ft C51 30 63 80 00p0„w 96.74' 52 I 1 .00, 0.16 acres �� o - - - - _ 50.00, N69°3 , .�° 20 �Q °oo N - - - - _ 16.11' 840„ °3� v7,540 sq.ft I I I QwiPH' SCHOOL D��` MC 7 �0������QQ� 1\� `'"''13 <v o � 3446'� 5Q00, R=60.00' ���� � � 0.17 acres #100 �V r6 7115s sq.ft / o �15 G5n'i S6 ° I I 0. 16 acres es ° N o 0 0 54 i l S �������0©(�D q �y"�- 14 o o C52_ ,' ' 295�% �- O = �23 1 I N Z 7,115sgft "' co �\ �\ 7 m I N 0.16 acres <v 15 w M II-on 6,430 sq.ft o v cI w C�o9 .acres 6,000 sq.ft o Ito R-o0.14 acres 18 Opp o17 I LO Z o 6,395 sq.ft 4w °C1o 0 30,002.0 19 - 6,079 sq.ft o 6,606 sq.ft o q COMMON AREA A 1 PROPOSED 100-YR L 1 co 0.14 acres o 0 S; `213 58, C121 30 0 0.15 acres o 122,039 sq.ft 63 °FEMA FLOODLINE 103 F �r� do QL F\C TF 9� 441 21 KYLE J °� 61771 �o N80°00'00,� 00' v' Z 50 2.80 acres I I c� W 80.63' I a PETER COTE D. o MARQUEZ N80°00' EL7 _ - 50.00' SEWER EASEMENT TFS12/05/18 fP s �24�' N N 00 W 404• - -- 50.00 PER THIS PLAT SEE �� I 1 0 18 --- - - gnea SQ' z _ - - _ _ 50•00� --- DETAIL SHEET 12?ON Z m I -- - The WEB it Group L TRAIL ND ORO VALLEY -`► - - - �_ _ - - _ - - _ _- .' WATER ACCESS ESMT TRAIL, ORO VALLEY WATER Mq,NTENAq� PROTE OTC , N - ACCESS AND RFCD BANK I R E & ACCESS o SEPARAT ES,, _ o PROTECTION MAINTENANCE AN _ E I- NSTRUMENT ACCESS ESMT PER THIS PLAT NT z - PER SEPARATE INSTRUMENT Ref#: OV1801740 OV1701630 OV1701068 0' 402 80' 120' 6?%Mmmmml .... ........ 1 , e 1 , 1 , 1 e , , e 1 e 1 1 W------Y- , 1 i 1 e e I , e 1 1 W I e e , I e 1 f e � e 1 WL- 1 -7 e � W 1 e 1 1 1 1 e 1 e � 1 1 e 1 � 1 e 1 W 1 1 e e 1 ---- - --,---- e 1 e e e e e I 1 W 1 1 1 1 1 e 1 W e e 1 e 1 e 1 1 , , 1 1 , 1 , , 1 1 , , 1 , e W e e 1 � e 1 e 10 I INDEX MAP 1 " = 1000' OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS I THRU 168, & COMMON AREAS "A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA SEPTEMBER, 2018 1" = 40' SHEET 8 OF 12 L Q. 1209 =7030 H&L9 o K0 44, MAP, P, PG. to PROPOSED SLOPE AND DRAINAGE EASEMENT GRANTED TO THE TOV BY SEPARATE INSTRUMENT 200.00 -- - N78°42e10„ E. ARROWSMIT RH D W (PUBLIC) BK. 48, M&P, PG. 44 k., PARCEL 7 RANCHO NEGHBORHOOD 5 0 Ko 47 MAP Pa. 68 ROOM Th e W 1V � Engineering • Planning Surveying Landscape Architecture •Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard Group IV Tucson Arizona (520) 881-7480 296�6 N52030'00"W 42.64' PROPOSED SLOPE AND DRAINAGE EASEMENT GRANTED TO THE TOV BY SEPARATE INSTRUMENT AMPHH SCHOOL D SYMC 7 #1Oo 210-54-0Oo CAD ZONUG=PAD `I i_ /N41 N ss? p,�0011 0 Opp ..— �---------ma aF a a , a , 100 ; a a e 1 a - e e I e \ a I 1 i e y. 99 ° e , e I 1 e Spo I e , e \Qp•Ikkk e e \ T 7' i I e e e � � e j � e e i 104 7,500 sq.ft '� e e e e e 0.17 acres.---�' F_ ; 105 °10 ' , a 1 e 106 INDEX MAP 1 " = 1000' ! ()7 SHEET 8 • 3 1 �9 122 11C 121 \ 120 119 \ 118 \ 117 116 I 8 9 10 OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS 1 THRU 168, & COMMON AREAS "A'° (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 11e = 40' SHEET 9 OF 12 ■ . Jt Q. V0oUI!OSO IfI10L LS o K0 449 m o p9 Pa. 48 ZONNG=PAD w 0 452.36'— _ ----- S$ 50"\N RANCHO WWOSO OFMCE PARK ZDRma=PAD w 0 ARROWSMIT11 RD E. (PUBLIC) BK. 48, MM PG _ 4 ---. PROPOSED SLOPE AND DRAINAGE EASEMENT GRANTED TO THE TOV BY SEPARATE INSTRUMENT R=1400.00' L=17°30'01_7•61' - --T— ow 40' 80' 120' Im ------------------- A A , e � 1 A , A , ° a e , A , a , 1 I 1 ® I 1 A ° A 1 1 1 e 1 e I , A , ° e a , e i e 1 1 1 1 1I ° 1 1 1 I 1 1 I 1 A 1 1 1 1 1 1 1 1 — 1 e 1 1 1 i 1 1 � 1 e 1 e 1 A 1 a 1 I 1 a ° a ° 4 1 A ° 1 ° 1 ° 1 ° r. a I / e 1 ° i 1 1 ----- f 1 L--- ;------- - ' I �xM t INDEX MAP 1 " = 1000' \ 20n nrn } J W Ll co w CZ X>-- U m _U —D UJ ry ~ a—z Q — PROPOSED SLOPE AND / uj w o J DRAINAGE EASEMENT Ir o - GRANTED TO THE TOV o < O (w BY SEPARATE co - ,,_ o INSTRUMENT z o, o Ir mo z-�z �c�uJ � Q w PARCEL TRANCHO UISTOSO NEIGH1110RHOOD 5 BK. 47 MAP PG. 68 ZONING PAD OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS I THRU 168, & COMMON AREAS f°A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 1" = 40' SHEET 10 OF 12 Jt Q. CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE Cl 200,51' 405.01' 28021'56" N45005'13"E 198.47' C2 2.91' 405.01' 0024'43" N30041'54"E 2.91' C3 25.50' 200.00' 7018'21" N56009'11"W 25.48' C4 61.26' 39.00' 90000'00" N55000'00"E 55.15' C5 84.85' 400.00' 12009" 3" N30033'06"E 84.69' C6 84.85' 400.00' 12009'13" S59026'54"E 84,69' C7 140.84' 420,00' 19012'48" N14052'06"E 140.18' C8 115.93' 225.00' 29031'16" S69058'40"E 114.65' C9 62.83' 39.00' 92018'08" N46037'52"E 56.25' C10 10,08, 300.00' 1 °55'28" S88033'28"E 10.08' C11 35.17' 22.00' 91 °35'01" S81 °42'29"W 31.54' C12 39.27' 25.00' 90000'00" S8022'17"E 35.36' C13 39.27' 25.00' 90000'00" N81 °37'43"E 35.36' C14 90.15' 425.00' 12009" 3" S30033'06"W 89.98' C15 90.15' 425.00' 12009'13" N59026'54"W 89.98, C16 45.96' 41.00' 64013'43" N85029'09"W 43.59' C17 79.55' 375.00' 12009" 3" S59026'54"E 79.40' C18 39.27' 25.00' 90000'00" N69028'30"E 35.36' C19 149.22' 445.00' 19012'48" S14052'06"W 148.53' C20 132.46' 395.00' 19012'48" N14052'06"E 131.84' C21 117.45' 250.00' 26055'03" N68040'34"W 116.37' C22 41.06' 25.00' 94005'36" N52018'30"E 36.60' C23 88.76' 200.00' 25025'40" S67055'52"E 88,03' C24 45.96' 41.00' 64013'43" S23006'11"E 43.59' C25 39.27' 25.00' 90000'00" N87029'39"E 35.36' C26 39.27' 25.00' 90000'00" S2030'21 "E 35,36' C27 39,27' 25.00' 90000'00" S47046'56"W 35.36' C28 39.27' 25.00' 90000'00" S42013'04"E 35.36' C29 40.27' 25.00' 92018'08" N46037'52"E 36.06' C30 118.77' 60.00' 113024'45" S46047'51 "W 100.30' C31 39.27' 25.00' 90000'00" N44031'12"W 35.36' C32 41.60' 25.00' 95020'33" S44043'59"W 36.96' C33 41.60' 25.00' 95020'33" S39055'27"E 36.96' C34 48.06' 41.00' 67009'19" N55058'04"W 45.35' C35 37.34' 25.00' 85034'53" S4042'55"E 33.97' C36 37.34' 25.00' 85034'53" S89042'12"W 33.97' C37 9,47' 624.00' 0052" 1" S47020'51"W 9.47' C38 38.13' 25.00' 87023'47" N38026'12"W 34.54' C39 39.27' 25.00' 90000'00" N20031'30"W 35.36' C40 45.96' 41,00' 6401343" S21015'26"E 43.59' C41 28.29' 225.00' 7012'12" S56006'06"E 28.27' C42 34.36' 22.00' 89029'08" S14057'38"E 30.97' C43 39.27' 25.00' 90000'00" N55000'00"E 35.36' C44 40.53' 25.00' 92053'55" N44001'50"E 36.24' C45 10.92' 325.00' 1 °55'28" N88033'28"W 10.92' C46 9.24' 275.00' 1 °55'28" S88033'28"E 9.24' C47 152.68' 51.00' 171 °31'50" N66034'47"E 101.72' C48 36.51' 325.00' 6026'14" N55043'07"W 36.49' C49 50,05' 325,00' 8049'24" N63020'56"W 50.00' C50 50.05' 325.00' 8049'24" N72010'21 "W 50.00' CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE C51 19.38' 325.00' 3024'57" N78017'32"W 19.37' C52 35.45' 60.00' 33051'18" N86032'19"W 34.94' C53 30.32' 60.00' 28057'18" S62003'23"W 30.00' C54 18.54' 60.00' 17042" 3" S38043'37"W 18.47' C55 28.18' 60.00' 26054'30" N16025'15"E 27.92' C56 3.37' 60.00' 3012'59" S1021'30"W 3.37' C57 114.50' 51.00' 128038'13" N14039'31"W 91.92' C58 24.01' 325.00' 4013'57" S6030'05"W 24.00' C59 60.09' 325.00' 10°35'34" S0054'40"E 60.00' C60 60.09' 325.00' 10035'34" S11 030'14"E 60.00' C61 60.09' 325.00' 10035'34" S22005'48"E 60.00' C62 60.09' 325.00' 10035'34" S32041'22"E 60.00' C63 60.09' 325.00' 10°35'34" S43016'56"E 60.00' C64 27.19' 325.00' 4047'34" S50058'30"E 27.18' C65 19.89' 445.00' 2033'38" S2301141 "W 19.88' C66 182.52' 51.00' 205003'10" N49009'18"E 99.57' C67 49.29' 445.00' 6020'47" S8026'05"W 49.27' C68 210.24' 250.00' 48011'04" N18049'50"W 204.10' C69 4.76' 300.00' 0054'36" S4048'24"W 4.76' C70 60.10' 300,00' 11 028'42" S1 023'15"E 60.00' C71 60.10' 300.00' 11 02842" S12051'57"E 60.00' C72 60.10' 300.00' 11 028'42" N24020'39"W 60.00' C73 91.22' 300.00' 1702621" S38047'41 "E 90.87' C74 28.98' 25.00' 66025'19" S14017'42"E 27.39' C75 10.29' 25.00' 23034'41 " S30042'18"W 10.22' C76 11.57' 41,00' 16010'03" S50034'40"W 11.53' C77 20.03' 41.00' 27059'34" S72039'29"W 19.83' C78 36.63' 51,00' 41 °09'05" S66004'44"W 35.85' C79 15.12' 51,00' 16059'29" S37000'27"W 15.07' C80 27.94' 51.00' 31 °23'21" S12049'02"W 27.59' C81 39.55' 51.00' 44025'58" S25005'37"E 38.57' C82 39.55' 51.00' 44025'58" S69031'35"E 38.57' C83 38.41' 51.00' 43009" 0" N66040'51 "E 37.51' C84 41.63' 51.00' 46046'15" N21 °43'08"E 40.49' C85 14.71' 41.00' 2003326" N8036'44"E 14.63' C86 16.89' 41.00' 23036" 1" N30041'33"E 16.77' C87 16.37' 200.00' 4041'25" S78018'00"E 16.37' C88 32.54' 55,80' 33024'55" S9019'19"E 32.08' C89 60.14' 250.00' 13047'03" N62020'42"W 60.00' C90 1.03' 250.00' 0014'08" N55020'06"W 1.03' C91 56.28' 250.00' 12053'52" N75041'10"W 56.16' C92 3.89' 25.00' 8054'39" N77040'46"W 3.88' C93 5.03' 25.00' 11 °32'13" S71 ° 17'37"E 5.03' C94 33.53" 375.00' 5007'23" S62057'49"E 33.52' C95 46.01' 375.00' 7001'50" S56053'12"E 45.99' C96 30.91' 51,00' 34043'36" S70044'05"E 30.44' C99 37.60' 51.00' 42014'32" S70046'51"W 36.75' C100 34.38' 51.00' 38037'22" S81 °42'41 "W 33.73' C102 29.22' 545.00' 3004'20" S63059'20"E 29.22' C103 22.23' 545.00' 2020" 3" S54032'24"E 22.23' TI^ W W � � Engineering Planning Surveying (' 1 Landscape Architecture •Urban Design W Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard T r o u pwiLm Tucson Arizona (520) 881-7480 CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE C104 64.15' 545.00' 6044'40" S59004'50"E 64.12' C106 17.33' 425.00' 2020" 3" N54032'24"W 17.33' C107 50.03' 425.00' 6044'40" N59004'50"W 50.00' C108 22.79' 425.00' 3004'20" N63059'20"W 22.79' C109 32.07' 51.00' 3600155" N37012'05"W 31.55' C110 5.03' 25.00' 11032" 3" N59045'24"W 5.03' C111 34.87' 51.00' 39010'33" S8043'51 "E 34.20' C112 58.98' 275.00' 12017" 5" N47013'40"W 58.86' C113 89.10' 275.00' 18033'49" S67052'55"E 88.71' C114 13.61' 275.00' 2050" 1" S78034'55"E 13.61' C115 29,28' 275.00' 6006'01" S55033'01"E 29.26' C116 34.24' 25.00' 78027'47" N14045'24"W 31.62' C117 50.00' 445.00' 6026'14" S55043'07"E 49.97' C119 68,53' 445.00' 8049'24" S63020'56"E 68.46' C120 68.53' 445.00' 8049'24" S72010'21 "E 68,46' C121 26.53' 445.00' 3024'57" S78017'32"E 26.53' C122 83,20' 450.00' 10035'34" N0054'40"W 83.08' C123 83.20' 450.00' 10035'34" N11 030'14"W 83,08' C124 83.20' 450.00' 10035'34" N22005'48"W 83.08' C125 83,20' 450.00' 10°35'34" N32041'22"W 83.08' C126 83.20' 450.00' 10035'34" N43016'56"W 83,08' C127 37.64' 450.00' 4047'34" N50058'30"W 37.63' C128 76.91' 570.00' 7043'52" N15028'25"E 76.85' C129 63.14' 570.00' 6020'47" N8026'05"E 63.10' C130 79.55' 375,00' 12009" 3" N30033'06"E 79.40' C131 245.18' 275.00' 51 °05'02" N15032'31 "W 237.14' C132 85,14' 425.00' 11028'42" N1023"5"W 85,00' C133 6.75' 425.00' 0054'36" N4048'24"E 6.75' C134 85.14' 425.00' 11028'42" N12051'57"W 85.00' C135 85.14' 425,00' 11028'42" S24020'39"E 85.00' C139 34.25' 25.00' 78029'08" N33058'52"W 31.63' C141 12.78' 60.00' 12012'21" N82035'58"W 12.76' C143 49,23' 60.00' 47000'52" S67044'38"W 47.86' C144 18.99' 53.59' 20017'49" S35010'47"W 18.89' C145 18.97' 60.00' 18006'39" S17004'08"W 18.89' C155 18.77' 60.00' 17055'21" N0056'52"W 18.69' C168 45.28' 525.00' 4056'28" S1 059'26"E 45.26' C179 50.02' 525.00' 5027'32" S7011'27"E 50.00' C183 50.02' 525.00' 5027'32" S12038'58"E 50.00' C185 50.02' 525.00' 5027'32" S18006'30"E 50.00' C186 46.13' 525.00' 5002'05" S23021'18"E 46.12' C192 38,40' 51.00' 43008" 7" S47026'29"E 37.50' C193 32.32' 51.00' 36018'18" S87009'47"E 31,78' C194 146.18' 51.00' 164013'48" N7025'50"W 101.04' C196 22.55' 25.00' 51040" 6" N23025'01 "E 21.79' C197 17.99' 25.00' 41013'39" N69051'58"E 17.60' C198 27.08' 25.00' 62003'09" N58029'38"W 25.77' C199 12.19' 25.00' 27056'51" N13029'38"W 12.07' C200 55.63' 645.00' 4056'28" N1059'26"W 55,61' C201 61.45' 645.00' 5027'32" N7011'27"W 61.43' do 44121 PETER D. COTE O9TE. 12/05/188 S ENE D q� P �Zana U 61 CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE C202 61.45' 645,00' 5027'32" N12038'58"W 61.43' C203 61.45' 645.00' 5027'32" N18006'30"W 61.43' C204 56.68' 645.00' 5002'05" N23021'18"W 56,66' C205 5.03' 25.00' 11032'13" N48015'45"E 5.03' C206 74.39' 155.00' 27030'00" S66015'00"E 73.68' C207 115.60' 545,00' 12009" 3" N59026'54"W 115.39' C208 54.09' 255.00' 12009'13" S59026'54"E 53.99' C209 20.00' 250.00' 4034'59" N45012'52"W 19.99, C210 34.24' 25.00' 78027'47" N63°42'23"E 31.62' C211 296.66' 645.00' 26021'08" S12041'46"E 294.05' C213 50.22' 155.00' 18033'49" N67052'55"W 50.00' C214 16.50' 155.00' 6006'01 " N55033'01 "W 16,49' C215 7.67' 155.00' 2050" 1" N78°34'55"W 7.67' C231 22.80' 255.00' 5007'23" N62057'49"W 22.79' C232 31.29' 255.00' 7001'50" N56053'12"W 31.27' C310 65.28' 624.00' 5059'38" S5046'45"W 65.25' CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE EC217 247.81' 454.00' 31016'29" S11015'26"E 244.75' EC218 107.70' 454.00' 13035'32" S33041'26"E 107.45' EC219 55.56' 454,00' 7000'41" S43059'33"E 55.52' EC220 31.10' 268.60' 6038'03" S4035'25"W 31.08' EC221 298,45' 649.00' 26020'54" S12041'54"E 295.83' Parcel Line Table Line # Length Direction EL7 6.00' S10000'00"W EL8 236.36' N80000'00"VI EL9 162.10' N3013'19"E EL10 230.33' S3013'19"W EL11 26.23' S12003'55"E EL12 238.05' S24026'29"W EL13 147.46' S0028'48"W EL14 49.51' S8058'50"E EL15 359.72' S0028'48"W EL16 214.80' S0051'14"E EL17 241.69' S25052'21 "E Parcel Line Table Line # Length Direction L1 35.24' N38022'43"W L2 23.39' S38°22'43"E L3 30.50' N88002'54"W L4 49.22' NO°00'00"E L5 26.14' S36035'29"E L6 18,89' S20059'22"W Ref#: OV 1801740 OV1701630 OV1701068 FLOOD LINE TABLE Line # Length Direction FL1 33.46' N90000'00"W FL2 23,87' SO°00'00"E FL3 39.44' S63006'54"E FL4 62.92' S49°42'04"E FL5 27.97' S57027'12"E FL6 355.84' S32015'11"E FL7 12.75' S67003'02"E FL8 33.55' S38059'59"E FL9 11,55' S51 °30'13"W FL10 15.94' S70039'29"E FL11 16.35' S23016'00"E FL12 23.44' S42052'36"E FL13 21.29' S54041'21 "E FL14 17,85' N58040'54"W FL15 37.92' N33020'45"W FL16 83.57' N35033'42"W FL17 78.01' N44033'50"W FL18 115.55' N38007'23"W FL19 58.03' N21 °26'48"W FL20 42.99' N43055'40"W FL21 13,73' S36008'47"W FL22 8.24' N80054'19"W FL23 45.91' N29029'46"W FL24 17.20' N13006'03"W FL25 10.95' S18005'35"W FL26 11.01' N70051'34"W FL27 88.43' N53057'43"W FL28 80.72' N60048'46"W FL29 38.22' N55019'27"W FL30 11.85' S61 °47'19"W FL31 10,04' N13017'09"W FL32 5.44' N45001'1 TE FL33 11,68' N17054'22"W FLOOD LINE TABLE Line # Length Direction FL34 67.21' N50016'40"W FL35 10.99' S62004'53"W FL36 30.43' N57054'23"W FL37 8.82' N26058'57"W FL38 107.56' N55008'43"W FL39 70.59' N47048'58"W FL40 27,13' N70029'10"W FL41 8.63' S77040'45"W FL42 60.63' S60044'40"W FL43 17.96' N71 °44'50"W FL44 22.83' N61014'50"W FL45 18.55' N80034'55"W FL46 20.96' S82026'48"W FL47 17.89' S61 °51'40"W FL48 14.92' S41019'27"W FL49 23.53' S18040'48"W FL50 7.38' N70038'54"W FL51 182.88' N5034'06"E FL52 15,13' N70012'48"E FL53 33.35' S64012'55"E FL54 123.19' S56006'45"E FL55 261.95' S53014'19"E FL56 17,19' N79040'48"E FL57 7.65' S17°44'07"E FL58 18.72' S16034'07"W FL59 66.92' S49055'25"E FL60 22.66' S80019'08"E FL61 100,86' S60004'19"E FL62 16.49' S45014'51"E FL63 12.49' S78013'19"E FL64 17,26' S55027'38"E FL65 10.33' S4032'42"W FL66 30.62' S74045'19"E OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS I THRU 168, & COMMON AREAS "A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA SHEET 11 OF 12 SEPTEMBER, 2018 1" = 40' J t L1. 2 8 m a 0 00 N ca 0 0 a APPROVALS I , CLERK OF THE TOWN OF ORO VALLEY, HEREBY CERTIFY THAT THIS PLAT WAS APPROVED BY THE MAYOR AND COUNCIL OF THE TOWN OF ORO VALLEY ON THE DAY OF 20_ CLERK, TOWN OF ORO VALLEY PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT TOWN ENGINEER PLANNING AND ZONING ADMINISTRATOR DATE DATE DATE DATE WATER UTILITY DIRECTOR DATE ASSURANCES ASSURANCES IN THE FORM OF FROM AS RECORDED IN SEQUENCE NO _ HAS BEEN PROVIDED TO GUARANTEE DRAINAGE AND STREET IMPROVEMENTS (INCLUDING MONUMENTS) AND UTILITY IMPROVEMENTS (ELECTRIC, TELEPHONE, GAS, SEWER, WATER) IN THE SUBDIVISION. BY: MAYOR - TOWN OF ORO VALLEY DATE ASSURANCES IN THE FORM OF FROM , IN THE AMOUNT OF HAVE BEEN PROVIDED TO GUARANTEE THE RESEEDING OF THIS SUBDIVISION IN THE EVENT THE PROJECT IS ABANDONED. WATER ADEQUACY THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY, PURSUANT TO AIRS §45-576 AND HEREBY CERTIFIES IN WRITING TO SUPPLY WATER TO THIS SUBDIVISION. BY: WATER UTILITY DIRECTOR RECORDING DATA STATE OF ARIZONA) FEE ) SS COUNTY OF PIMA) No. _ THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE WLB GROUP, INC., ON THIS DAY OF 20 , AT M. IN SEQUENCE NO. -,THEREOF. F. ANN RODRIGUEZ, PIMA COUNTY RECORDER BY: DEPUTY FOR PIMA COUNTY RECORDER DATE DATE RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 THRU 168 & COMMON AREAS "A" & "B" me LEGEND SUBDIVISION BOUNDARY RIGHT OF WAY PARCEL LINE — — — — — — EASEMENT LINE SECTION LINE — — CENTER LINE — ZONING BOUNDARY MATCHLINE P.U.E. PUBLIC UTILITY EASEMENT ESMT EASEMENT ❑ BRASS DISK SURVEY MONUMENT TO BE SET BY AN RLS UPON COMPLETION OF ROAD COASTOOCT(6#,) V-oUND kawvmINr— 0 1/2" REBAR W/ TAG TO BE SET BY AN RLS UPON COMPLETION OF IMPROVEMENTS • FOUND 1/2" REBAR W/ TAG 12214 FND GLO BRASS CAP AT SECTION CORNER / QUARTER SECTION CORNER INDICATES DRIVEWAY ACCESS LOCATION INDICATES LOT RESTRICTED TO SINGLE STORY OWNER/DEVELOPER PULTE GROUP, INC. 3011 WEST INA ROAD TUCSON, AZ 85741 ATTN: SAM MILLS MANAGER LAND PLANNING & ENTITLEMENTS, ARIZONA DIVISION SAM.MiLLS@PULTEGROUP.COM ENGINEER THE WLB GROUP, INC. 4444 E. BROADWAY BLVD. TUCSON, AZ. 85711 (520) 881-7480 ATTN: KYLE MARQUEZ, P.E. KMARQUEZ@WLBGROUP.COM SHEET INDEX SHEET 1 ........... SHEET 2 ........... SHEET 3-9....... SHEET 10 ......... SHEET 11 ......... COVER SHEET GENERAL NOTES PLAN SHEETS DATA TABLES DETAILS CERTIFICATION I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN ON THIS PLAT WAS PERFORMED GENERAL NOTES UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED SURVEY MONUMENTS 1. THE GROSS AREA OF THIS SUBDIVISION IS ±56.58ACRES. AND MARKERS SHOWN ARE CORRECTLY DESCRIBED. I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION. _ 2. TOTAL NUMBER OF LOTS IS 168, TOTAL AREA OF NEW LOTS IS ±27.51 ACRES. LAND 3. EXISTING ZONING: TOWN OF ORO VALLEY PAD - MDR 44121 00 4. COMMON AREA A: (LANDSCAPE, DRAINAGE, & UTILITIES) = ±11.55 ACRES. PETER D. COT COMMON AREA B: (PARK) = ±3.35 ACRES. PETER D. COTE, RLS 44121 ��St E PUBLIC RIGHT OF WAY TO BE DEDICATED = ±12.49 ACRES q�Jtono 5. TOTAL MILES OF NEW PUBLIC STREETS IS 2.41MILES. 6. THE MAXIMUM LOT SIZE FOR THIS DEVELOPMENT IS 14,681 S.F. I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND THAT THE 100-YEAR FLOOD PRONE LIMITS, EROSION HAZARD SET -BACKS AND 100-YEAR FEptIA-Z 7. THE MINIMUM LOT SIZE FOR THIS DEVELOPMENT IS 6,000 S.F. BOUNDARY AS NOTED WERE REVIEWED AND SHOWN UNDER MY DIRECTION. _ 8. THE AVERAGE LOT SIZE FOR THIS DEVELOPMENT IS 7,132 S.F. n0/Fo Q� 9. MAXIMUM PERMITTED BUILDING HEIGHT: 30' / TWO STORY. Fica r a F 36234 tiQ `°�.. 10. SETBACKS REQUIRED/PROVIDED (PERIMETER ONLY, PER P.A.D. M.H.D.R. STANDARDS):r.4j1 y DAVID W. FRONT = 20'; SIDE = 5' OR 0' FOR COMMON WALL ON ZERO LOT LINE; REAR = 5. DAVID W. LITTLE, PE 36234 LITTLE 11. PARKING SPACES PER LOT PROVIDED = 2 SPACES. 9��IONA ASP 12. NO FURTHER SUBDIVISION OF ANY PARCEL SHOWN SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 13. THE BASIS OF BEARING FOR THIS PROJECT IS THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 11 SOUTH, RANGE 14 EAST, G&SRM, PIMA COUNTY, ARIZONA. SAID BEARING BEING S00008'50"E. BASIS OF BEARINGS 14. MAINTENANCE OF EASEMENTS WITHIN THE LOTS SHALL BE THE RESPONSIBILITY OF THE BASIS OF BEARINGS FOR THIS PROJECT THE PROPERTY OWNER. MAINTENANCE OF EASEMENTS WITHIN THE COMMON AREAS IS THE NORTH LINE OF THE NORTHEAST SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. QUARTER OF SECTION 36, TOWNSHIP 11 15. THE PROFESSIONAL ENGINEER OF RECORD SHALL CERTIFY AS TO THE FORM, LINE AND SOUTH, RANGE 13 EAST, G&SRM, PIMA FUNCTION OF ALL PUBLIC AND PRIVATE ROADWAYS AND DRAINAGE STRUCTURES COUNTY, ARIZONA. SAID BEARING BEING BEFORE THE RELEASE OF ASSURANCES. lr Pl'e it N89050'40"E. I:lfE (CONTINUED ON SHEET 2) ThQ Engineering - Planning - Surveying 1.. Landscape Architecture - Urban Design Offices located in Tucson, Phoenix, WLBFlagstaff, AZ. and Las Vegas, NV. G r U 4444 East Broadway Boulevard 13 Tucson Arizona (520) 881-7480 PROJECT SITE PLAN SEE SHEET 2 FOR LINE AND CURVE INFO SCALE: 1" = 300' LOCATION MAP PORTIONS OF SECTIONS 25 & 36 TOWNSHIP 11, SOUTH, RANGE 13 EAST FE & PORTIONS OF SECTIONS 30 & 31 TOWNSHIP 11 SOUTH, RANGE 14 EAST 3"=1 MILE GA S.R.M., 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 HEREBY CONVEY TO THE PUBLIC ALL RIGHTS -OF -WAY AS SHOWN HEREON INCLUDING ALL STREETS AND EASEMENTS. RIGHTS -OF -WAY AND EASEMENTS AS SHOWN HEREON ARE DEDICATED TO PUBLIC UTILITIES AND PIMA COUNTY FOR THE PURPOSE OF INSTALLATION AND MAINTENANCE OF PUBLIC SEWERS AND UTILITIES. EXCLUSIVE EASEMENTS FOR TOWN USES AS SHOWN HEREON ARE HEREBY DEDICATED TO THE TOWN OF ORO VALLEY. WE, THE UNDERSIGNED, OUR SUCCESSORS AND ASSIGNS, DO HEREBY SAVE THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, THEIR EMPLOYEES, 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. COMMON AREAS "A" & "B" AS SHOWN HEREON AND PRIVATE DRAINAGEWAYS, ARE RESERVED FOR THE PRIVATE USE AND CONVENIENCE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND INVITEES, AND (EXCEPT FOR DRAINAGEWAYS) ARE GRANTED AS EASEMENTS TO ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND PIMA COUNTY FOR THE PURPOSE OF ACCESS, INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITIES AND SEWERS. NO OVERHEAD LINES SHALL BE USED. COMMON AREA "B" SHALL REMAIN AS PERMANENT OPEN SPACE, WE HEREBY GRANT TO THE TOWN OF ORO VALLEY ALL TRAIL EASEMENTS AS SHOWN ON THIS PLAT FOR USE BY THE GENERAL UMMUMM81MED PUBLIC AS PERMANENT, NON -MOTORIZED PUBLIC TRAIL EASEMENTS, WE HEREBY GRANT TO THE TOWN OF ORO VALLEY 2119 54-911 1:0 THE PUBLIC DRAINAGE EASEMENT AS SHOWN ON THIS PLAT FOR THE PURPOSE OF ACCESS, MAINTENANCE AND FLOWAGE OF STORM WATER. TITLE TO THE LAND OF ALL PRIVATE DRAINAGEWAYS AND COMMON AREAS SHALL BE VESTED IN AN ASSOCIATION OF INDIVIDUAL LOT OWNERS AS ESTABLISHED BY COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED DOCKET 8021, PAGE 925 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 AND PRIVATE DRAINAGEWAYS WITHIN THIS SUBDIVISION AS SHOWN HEREON. FIDELITY NATIONAL TITLE AGENCY. AS TRUSTEE UNDER TRUST NO ONLY AND NOT OTHERWISE. AS TRUST OFFICER DATE NOTARY STATE OF ARIZONA) FEE )SS COUNTY OF PIMA ) No. ON THIS, THE DAY OF , 2018, BEFORE ME, THE UNDERSIGNED PERSONALLY APPEARED, WHO ACKNOWLEDGED SELF TO BE OF BEING AUTHORIZED SO TO DO, EXECUTED THE FORGOING INSTRUMENT FOR THE PURPOSE THEREIN CONTAINED BY THEMSELVES AS OWNERS. MY COMMISSION EXPIRES: NOTARY PUBLIC � 'A FINAL PLAT RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 TH'RU 168, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 1" = 40' SHEET 1 OF 11 cy W Vi Zi o GENERAL NOTES (CONTINUED FROM SHEET 1) 16. THE HOMEOWNER'S ASSOCIATION AGREES TO 1) KEEP ALL COMMON AREAS MAINTAINED IN A WEED -FREE, TRASH -FREE CONDITION, 2) REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS, AND 3) MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. 17. NO IMPROVEMENTS BETWEEN THIRTY (30) AND SEVENTY-TWO (72) INCHES IN HEIGHT RELATIVE TO THE ADJACENT ROADWAY WHICH MIGHT INTERFERE WITH THE PURPOSE AND INTENT OF THE SIGHT VISIBILITY TRIANGLE SHALL BE PERMITTED, PLACED OR MAINTAINED WITHIN THE SIGHT VISIBILITY TRIANGLES SHOWN ON THIS PLAT. 18. PROPERTY OWNERS SHALL MAINTAIN PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS AND GROUNDCOVERS SHALL NOT EXCEED THIRTY (30) INCHES IN HEIGHT WITHIN THE SIGHT VISIBILITY TRIANGLES. TREES WITHIN THE SIGHT VISIBILITY TRIANGLES WILL BE MAINTAINED TO ENSURE THAT BRANCHES/FOLIAGE IS NOT BELOW A HEIGHT OF SEVENTY-TWO (72) INCHES. 19. ORO VALLEY WATER UTILITY SHALL BE THE WATER SERVICE PROVIDER. 20, INTERIOR PROPERTY CORNERS AND CENTERLINE MONUMENTATION SHALL BE SET AS SOON AS COMPLETION OF THE INFRASTRUCTURE AND IMPROVEMENTS MAKE IT PRACTICAL TO DO SO. IF SUCH MONUMENTS SHOULD DIFFER FROM THE TYPE DESCRIBED ON THE FINAL PLAT, A RECORD OF SURVEY PLAT SHALL BE RECORDED SHOWING THESE DIFFERENCES. 21. ALL PROSPECTIVE BUYERS OF LOTS WITHIN THIS SUBDIVISION SHALL BE INFORMED OF THE PRESENCE AND ACTIVITY OF THE LA CHOLLA AIRPARK, A PRIVATE AIRPARK LOCATED SOUTHWEST OF THE PROJECT. ALL PERSPECTIVE BUYERS SHALL BE INFORMED THAT LOW FLYING AIRCRAFT MAY BE A NUISANCE. 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 COMPLETE AND SIDEWALKS HAVE BEEN INSTALLED, PROPERTY LINE TO PROPERTY LINE. 23, PRIOR TO ISSUANCE OF ANY RESIDENTIAL BUILDING PERMIT ASSOCIATED WITH A HOME OR LOT ON PARCEL 5W & 5X, THE DEVELOPER SHALL POST FINANCIAL ASSURANCES IN THE FROM OF A PERFORMANCE BOND EQUAL TO THE AMOUNT OF RECREATION AREA AND AMENITIES AS REQUIRED IN SECTION 26.5 OF THE ZONING CODE, SUBJECT TO APPROVAL BY THE PARKS AND RECREATION DIRECTOR AND PLANNING & ZONING ADMINISTRATOR. IN CASES WHERE THE RECREATIONAL FACILITY IS TO BE PRIVATELY OWNED, RECREATIONAL FACILITIES AND PARKING IMPROVEMENTS SHALL BE COMPLETED AND IN PLACE BY THE TIME THIRTY-FIVE PERCENT (35%) OF THE BUILDING PERMITS ARE ISSUED. PRIOR TO RELEASE OF THE REQUIRED BOND OR ASSURANCE, THE DEVELOPER SHALL PROVIDE WRITTEN DOCUMENTATION TO THE TOWN THAT ALL MECHANISMS ARE IN PLACE TO PROTECT THE RIGHTS OF THE HOMEOWNERS (LE., LIABILITY INSURANCE). 24. THE SUBDIVISION SHALL ONLY BE SERVED BY PUBLIC LIFT STATIONS. 25, THIS SUBDIVISION SHALL BE RESPONSIBLE FOR THE DEVELOPMENT OF PHASE 2 OF THE NEIGHORBORHOOD PARK SHOWN IN MASTER RECREATION AREA PLAN, INCLUDING PHASE 2 AMENITIES INCLUDED THEREIN. 26. THE FINAL DRAINAGE REPORT WILL BE SUBMITTED IN CONJUNCTION WITH THE PAVING, GRADING AND DRAINAGE PLAN, AND WILL INCLUDE REVISIONS NECESSARY TO ADDRESS OUTSTANDING DRAINAGE REPORT COMMENTS FROM TOV. 27, TRAILS, TRAILHEADS AND OTHER PUBLIC RECREATION USES ARE NON -MOTORIZED AND ARE OPEN TO THE PUBLIC 28. THE PIMA COUNTY FLOOD CONTROL DISTRICT HAS THE MAINTENANCE RESPONSIBILITY FOR THE HONEY BEE WASH BANK PROTECTION. THE ADJACENT PATHWAY/ACCESS ROAD MAINTENANCE RESPONSIBILITY IS THAT OF THE HOMEOWNERS ASSOCIATION. Thn Engineering • Planning • Surveying 1.. Landscape Architecture • Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard GroupikTiE Tucson Arizona (520) 881-7480 36234 DAVID W. LITTLE BOUNDARY LINE TABLE Line # Length Direction BL1 42.64' N52030'00"W BL2 7.43' S51 °49'27"E BL3 207,97' N6013'04"W BL4 216.50' N47046'56"E BL5 160.07' N2046'56"E BL6 275.31' N15"13'04"W BL7 128.69' N29046'56"E BL8 8.41' N26011'49"W BL9 85.52' S69013'15"W BL10 242.03' N69021'43"W BL11 67.96' N54028'55"W BL12 59.14' N70046'15"W BL13 83.41' N45"01'14"W BL14 82.80' N46053'40"W BL15 107.63' N21 °47'23"W BL16 52.32' N46052'05"W BL17 172.73' N15048'00"E BL18 454.01' S45000'00"E BL19 293,50' N0008'50"W BL20 134.48' N0008'50"W BL21 651.87' S26011'49"E BL22 90.74' S50019'05"E BL23 127,78' S25055'31"E BL24 157.24' S25052'21"E BL25 150.19' S17°40'46"E BL26 982.15' S0031'31"E BL27 363.25' N89031'12"W BL28 393.21' S89031'12"E BL29 80.58' S26057'44"W BL30 183.65' S0001'07"W BL31 72.86' S10055'40"W BL32 598.99' S5015'42"W BL33 157.82' S24028'30"W BL34 201.03' S33052'50"E BL35 226.34' S5001'57"E BL36 121.76' S49029'10"W BL37 404.18' N80000'00"W BL38 765.90' N52030'00"W Q CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE BC1 369,96' 400.00' 52059'33" N32017'36"E 356.91' BC2 316.57' 562.00' 32016'29" N9055'10"E 312.40' BC3 588.11' 624.00' 54"00'00" N20046'56"E 566.58' BC4 441.39' 562.00' 45000'00" N25016'56"E 430.14' BC5 176,56' 562.00' 18000'00" N6"13'04"W 175.83' BC6 490.09' 624.00' 45000'00" N7016'56"E 477.59' BC7 549.09' 562.00' 55058'45" N1 °47'34"E 527.51' BC8 39.02' 258.00' 8039'56" S30031'47"E 38,98' BC9 382,03' 624,00' 35004'41" S8039'29"E 376.09' BC10 134.71' 624.00' 12022'09" S14057'39"W 134.45' BC11 191.14' 570.00' 19012'48" S14052'06"W 190.25' BC12 265,99' 270.00' 56026'44" S3044'52"E 255.37' BC13 240.66' 350.00' 39023'48" S14013'37"E 235,95' BC14 52.02' 440.00' 6046'24" S53023'11"W 51.99' FE ZONING MAP SCALE: 3"=1 MILE Ref#: OV1801740 OV1701630 OV1701068 OV FINAL PLAT RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 THRU 168, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA SHEET 2 OF 11 SEPTEMBER, 2018 1" = 40' SEQ. a ® A FLI 100' 6t 3Cr&'CSK 7c-,4S 441SIC. PG E44'EN -r 364 N46053'40"W 82,80' Engineering - Planning - Surveying Th le Landscape Architecture - Urban Design Offices located in Tucson, Phoenix, WFlagstaff, AZ. and Las Vegas, NV. LB 4444 East Broadway Boulevard G r o u piviJE Tucson Arizona (520) 881-7480 ALTERRA,',Wff A37088 TIP ELS REQ. 201,1173070030 On 0 COMMON AREA V 145,748 sq.ft 3.35 acres N"O '46'1�0 6Z. 1 16 59 14' ram' 36234 '14 DAVID W. LITTLE q4- /-8 CONSERVATION EASEMENT DKT. 11873, PG. 363 R=258.001 L=39.02' A=8"39'56" W71P H LUAK�l LLC 71111.22% ET AL 219-21 427K 20 0 Ak 10 Io 021, 3059 .0, 1.61 0 7 L1% NXP11011 c 0,\L-, t N2601 1'49"W 8.41' p 0 o Ln 6� SHEET4 09 400 80' 1 20v 60m%mmmmll INDEX MAP ill = 1000' 0 V-� FINAL PLAT RANCHO VISTOSO PARCELS 5W & 5X LOTS I THRU 168s, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 ill = 40' SHEET 3 OF 11 SE00 36234 1 DAVID W. UTTLE �fy..fg► Th Q Engineering • Planning • Surveying 1 Landscape Architecture • Urban Design Offices located in Tucson, Phoenix, WI B Flagstaff, AZ. and Las Vegas, NV. L.._ 4444 East Broadway Boulevard GroupIFLE Tucson Arizona (520) 881-7480 orn 0 0 rn 11 J O 0 0 0 O LO If 0 0 W \ \ 17040'46"E 150.19' \ Ref#: OV1801740 OV1701630 OV1701068 0' 40' 80' 120' �ff 1 INDEX MAP 1 " = 1000' OV FINAL PLAT RANCHO YISTOSO PARCELS 5W & 5X LOTS 1 THRU 168, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA SEPTEMBER, 2018 1" = 40' SHEET 4 OF 11 SEQ. c'v 36234 DAIAD W. 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". r.. . m.. if . e....'.>.J. k�..3.0 ,�a Ref#: OV1801740 OV1701630 OV1701068 0' 405 80' 120' 6?%mmrmm1 INDEX MAP 1 IN = 1000' 0V FINAL PLAT RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 THRU 168, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA "� ' SHEET 5 OF 11 SEPTE 018 1 40 MBER7 2 W Ji wo OQ O R=624.00' O� 0 .`tip L=15.52' Ap h \ Cliti h '0 \�"'�9° / h s AF��F�� ss •ems \ 31 i VISIBILITY SIGHT 1' SEE SHEET 15 PUBLIC SEWER EASMENT DETAIL,` E KALALUA ST (PUBLIC) s 20 �Q sus F 11b. \ \ > �- CO '3909, /V \ \ 2p N g cvQ 6S° \ IV \6s°?9� ?9Sj"� \ � I LIU SZ) a I� COMMON AREA 9 � ICy') 0 0 I IU) co a,l 12' I - Z a, I Q o I cnI I M MI z I MI I I PUBLIC SEWER EASEMENT PER THIS PLAT / I N49029'10"E 16.61' — S8000OS80000'00 E 87• � 07' 'A' 7 I G -� 14 v1� COMMON 64 co AREA 147 N52001'12"W "All U.jN 44 24.34' 1 63 N f I COMMON AREA S81 °58'30"W N 12° 16'38"W 146 N81 °24'09"E Z I "All 23.43' 203.62' 40.30' I 43 (SVT TIE) 154 153 (SVT TIE) 14 � N I 'ACJ N47055'55"E 145 1.15' Rq V,q` 42 — -N (SVT TIE) 8� FY c 0? �P Q DANU_M VALLEY DR 144 (P Z UBLIC) J N47029'27"W Z / LU 41 76 (SVT TIE) � V F \ S24046'53"E N 143 O 2.34' 77 m m 9tiG i (SVT TIE) W N2024'33"E UJ IL40 (159 160 Q U 54.83' Z �� �� N4002'03"W > m 1 J C/ yO 24.34' W a Z U W / AREA 'A' I COMMON 0 AREA " A" Z i TI^ Q W 1V �% Engineering Planning Surveying �' 1 l / Landscape Architecture •Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard GroupW Tucson Arizona (520) 881-7480 SIGHT VISI III` DETAIL 1"=' SIGHT VISIBILITY . IL 3 61771 KYLE J 01 MARQUEZ a SIGHT VISIBILITY DETAIL 4 I I j I I I I I I I S78°53�04„E I � I I 20' T RAI L ES MT PER TH 129.80' I — S78°53�04"E ISPLAT I 128.55, co I I I 20 I I I w I I � I I � I I co I I of N I o") w I I I I �I of CI I c.i I I CD I wl I zl o n I XWUO Q C I� I I CL (-) = I I r) I ¢ w w M >Z COMMO'N AREA A � IU I LLQco I i w �. I I I N. I I SIGHT VISIBILITY DETAIL 5 ill = 6 0' PUBLIC TRAIL AND RFCD BANK PROTECTION •'i MAINTENANCE AND ACCESS EASEMENT EASEMENT_- i` OV1802512 FINAL PLA T RANCHO VISTOSO VALLEY VISTA LOTS 1 THRU 168, & COMMON AREAS "A" (LANDSCAPE, DRAINAGE & UTILITIES) & "B" (RECREATION) PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 SCALE: AS NOTED SHEET 12 OF 12 Zr1. FHL N]LLC 71.2 % ET AL LL m -IBC} l' SHEET 5 Em COMMON AREA 'A' 67,550 sq.ft 1.55 acres v d. 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Urn.E 6. 18 FINAL PLAT RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 THRU 168, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 1" = 40' SHEET 6 OF 11 SEQ. o o a', \�r�'' SS ° S\ / /� / �S 260,356 sq.ft 1 0.19 acres J N o \ \ 32 p p\ / 81 p p q. N pi w `� \ S ?p \ \ °"s 6,000 sq.ft °° / 0� 5.98 acres S78°23'31,, w CD / \ SpOp, ?fir 38 E 125.00� d, 0.14 acres d /8 CO 0 89 / °o° \ \ � 3�9 so \ / / �� / 80 / 'S` c20 / � �n 7,776 sq.ft / �ti > \ \Sp p \r, 00, \ 6,000 sq.ft o/ ci / .J z 0.18 acres \ o' Ics\ �"� / 0.14 acres oo SS 4 m / / Co /°off 90 �.`b° \ \ \ �S`�, , So \ \ / / �� 7�? Tao" a / 8,560 sq.ft v o o`O / ?y , p0' \ / 79 i ?2?' / 0.20 acres 6,000 sq.ft ��� \ \sp p ��, \ \ '�d` 6,888 sq.ft oo Sj ° / u 0.14 acres°o1 / / ,/ \ O- 3p�,� �L s \ \ 0.16 acres 3939,E 12 0 �ti 78 /91 ^. ISO 6,000 sq.ft \ Sp !/�J �. \ °��,`'' 6,645 sq.ft � c�/ /� Nss° •Op, 0.14 acres / �o o �00, Oro-, \ ry 0.15 acres / .�/ 3130141 F F�S3 /1 92 / \ \\ \ �\ \� ii M / 37 '\ 6,000 sq.ft b \ c \ °`V °`� \ 6,003 sq.ft \ 0.14 acres°o,���' / / \ \ sQpo, 9S \ `� _`� / Sss°3i� " 0.14 acres h / � 30 93 / o° \ �1� 09¢ 93 �' / �� / \ \ 7?000. o 6,000 sq.ft �. F C6 ? 2 C210 h / / \ � \ %' S O 0.14 acres / \ s ?' / \ 100 YEAR FLOOD LINE 3�,?, .gip\ / / '� / \ \ S s° / 36 \ �.� / ° ,�`� I 9 4 0� \ \�rOG 313� G�� �S 6,000 sq.ft \ �326j< SO / 0�1 6,000 sq.ft ,,�� \ C1C1S SS ° / GS031, 0.14 acres J Op\ /� 0.14 acres��o / / ` \ \ \ S\130 / ��// \ \?00 , o °o ° Nss° ?22, F y j o\ Cti J ON AREA 'A' � moo / 6,2945q.ft / ��o \ i c1o8 ?23730��f'Y 35 COMM 260,356 sq.ft \S�Op, / / 0,14 acres ,� oo \ �2?�, / \ 6,000 sq.ft o 5.98 acres �'° 9 6 C 19 0 v / �� / \ Sss°3 , 0.14 acres ° oo � I o• �` o / 130" o• ory Fcv)�4p \32 / ��` 6,851 sq.ft 0 ��' 0.16 acres°, �' "� '/ \ \ 0, rn ^ %NA FL46 FL45 P, ��.��' �% / \ ��03/ / ti / 97 rV Z, / / 6,000sq.ft \ \ fC\j �i ���, F ° 13, 43" L _ F�4 �� �o �l �lss / 6,3$6 sq.ft �o , cry N / \ 0.14 acres °; ? 1) 3 3 0.15 acres °ti �� ��' /��' / /� Sss° M 3730,E o it M 4 F�So 101 � ss �o ��oz� ��, // 33 \ C\Iv s y�� `� 9,263 sq.ft / moo° c'y)0o� 6,000 sq.ft \ o ,�o� , I 0.21 acres / �`� F / S 22ti / S 0.14 acres o /� v moo I / \ FlNS °3130"W14) 11 o o// \ SS °313 o N p`� \ / �0 cyh� 2AQ 00FL56 ry / 30'� 1 0\ / co \ 100 / •po-\ z / 32 29�4- cc \ \ / / 7,500 sq.ft rS� / -� / \S 6,487 sq.ft \ / 6'9 0.17 acres o01�0 / \ o Fl / \ °3130"1 0.15 acres `1s9 'S51 49 27 E 7.43 \ 0 Lo 31�99 h/ 7,500 sq.ft \ / 0.17 acres ,�� 31 \ / 1 ./ '�l \ 7,527 sq.ft \ \ \6p \ \ \ co`° <,,°° o s03 0.17 acres \ o 01 / ,�`4 �L60 1, 0 �� 102 h� \ \ \ 3QS 60�0�\ \ / 7,500 sq.ft .� ,"° of 1s o n 7,500 sq.ft ` '`�1' / \ \ 4,%;\ 63, \ / 0.17 acre so1°' U-- /C 0.17 acres / �01 00 %�'' \ / 7, o� q.ft �0�\ 6.00.E \ / A, ro �6� r- .00, / 'V , 0.17 acres / 0 104 sp Engineering • Planning • Surveying TheLandscape Architecture • Urban Design B Offices located in Tucson, Phoenix, I Flagstaff, AZ. and Las Vegas, NV. ,n/ V V L_ 4444 East Broadway Boulevard Group Tucson Arizona (520) 881-7480 an FL63 F 00,0 oo��NF LL Ref#: OV 1801740 OV1701630 OV1701068 0' 40' 800 1200 6?%=Elm a M INDEX MAP 1 " = 1000' 36234 DAVID W. LITTLE `fa %8 0V FINAL PLAT .RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 THRU 168, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA SEPTEMBER, 2018 1" = 40' SHEET 7 0 F 1 1 SEO. Th e WLB Group 4f 64 7, 4f 63 4 AIF COMMON AREA 'A' AM 72 06\ / \ so°p� _ i I `>418 W 125.00'- 260,356 sq.ft \ 7,500 sq.ft �`y4' \ � � oo' I o I -I 5.98 acres F/ 0.17 acres �� \ \ `� I I 43 0 / I 4' / / � 8000 I 7,500 sq.ft 4%/ \ 73 sq.ft oo / \ \ SHEET6 I - 0.1 7acres I 00 ,� 7,500 sq. rm,te/ \ - d / \ 60 / / 0.17 acres \ \ ) I N84°44'18"W 125.00,01 - I �� / 74 f / / \ Cg cosoft M g 1 p0, 7,500 sq.ft oo \ I I 42 0 OnJ� 88 / . / 0.17 acres �y�' LSO \ , ° , ,� � N 1 7,500 s ft CP *• �r q 0 / 6,997 sq.ft oo ! 600 / S84 4418 �r, co ) I e�0 0.16 acres / �`ti°' / ° / / �C89 C 0.17 acres I / 87 / �S4 p \ / �4' 75 / \ \ 1 37.51' co 6,085 sq.ft 0 �V 7,532 sq.ft o ° - 1 \ °00.14 acres /000 i ti \ \�`�� 0.17 acres <1r`''o , C91 I - --N84 4418 W 125.00'-- - 6,000 sq.ft Z. °oti l `o� I 41 0 0 o ` _ / 0` 0 0.14 acres _� ) I 7,500 sq.ft to I oo i 9 C9 \ 5 ,"�� / 2 . 6�S , / 76 M o m I I 0.17 acres C. , 6 \ / 001� / 85 0\ \SO00, �'rjn r / 9,749 sq.ft / v N �;--S84°44'18"E 125.00'---- --I 6,000 sq.ft oo- / F Q00 \ / 0.22 acres W r 0.14 acres �.`� i �-`, Co - - - / 77 I M S\ � \ / / �`'� 84 / \ �QO \ N UWj 9,749 sq.ft CV I coo I I a, 001� .00, \ 0� / 0� 20 , 0.22 acres ° j I o M oo 0`° 6,000 sq.ft o' / 9� co z 0 I 40 ryo. \ \ / 0.14 acres ��yo / \ � � / I z 1 I 7,500 sq.ft � / 0.17 acres i v N o N Sp \ / / 1���' 83 / ADO\ \ L I --S84°44'18'E 125.00'- -I h O ' °0 6,000 sq.ft 000 / 92.09'- _ I - 0 0`0 / ( 0.14 acres �`ti i - - �0 \ �' ! @� / N83°15'32'W I 10.75 10.75' `SQpO� �\ / / 1�0 / 82 , / \ ��00, ►1 I C16 6,000 sq.ft oo / I C I _N I - C1oo_ 2A \ �0 / 0.14 acres 7y/ �•/ > COMMON AREA 'A' j s,339q.ft SS30 SO / / ,�`��$1 / \ \Sp 260,356 sq.ft 1 0.19 acres N N w \ SSp° 2�>>,, 0°�� 6,000 sq.ft oo / °0� 5.98 acres o -578°23'31n `wd M N 5�22� jn F ,�89 \ \ �`� / 0.14 acres ,��10 / i l E 125.0°�� 14, e�C, / 8�S< / o, / rn M N o 89 /000 F 3�9 0 so \ / / 1�� / 80 / c�0 �; l 1 co 7,776 sq.ft / ,�ti S �y, 00, 00 6,000 sq.ft / / �23 8 w l .,., z 0 ' .18 acres / cn � � o> � �pp- � � \ �"`O / 0.14 acres CO o40 2j S tv v N s03, �m v- \°0'�� 90 �.`tioo \ \ \ S30 so \ / / �• \ 2 �� 8 1301E Q / 8,5 O$q.ft .N 00, / 79 ?� \ g`� 6,000 sq.ft .� \ s. �r��, .0`� �2' 3 / 0.20 acres v \SO / 0.14 acres ��/ 000, 3 % o01 6,888 sq.ft oo / �5�00 / v I 00\ / �� / o/ \ 01 3,� \ 0�O / 0.16 acres �ti / 3939,E o / ' 91 / ��yo� \ /AGE �PFFT soo0� / 78 h 2s°o o 6,000 sq.ft �% ``' / 6 645 sq.ft/ ��00, / \ 0.14 acres / , Sp00, C/ F \ C \ Al 0� 15 acres �, / N6S°313 11 '7 1 �`ti / / / / OnIN 52 / 0� o' S \ 92 �,� / \ / i / �44' 6,000 sq.ft� C \ \ A 0� 37 SO00, / 0.14 acres 00,�� / / \ sQpO, 9S ` N N s6 0 6,003 sq.ft / 9 3 / \ c, \ _ // \ 3130ZE 0.14 acres 6,000 sq.ft /000 \ , 0.3 C,g4 C93 A / �/ / \ �00\ �o Nso��o00, / 0.14 acres / ,/ \ SSS 22?2, C210 / \ J 100 YEAR FLOOD LINE�'>11 / / / ,o� 94 0�� \ \ ���°s 3130E G1a / 36 � i 6,000 sq.ft '?o0`0 6,000 sq.ft `�'` / CrCrS Ss 0°3130„ 0.14 acres J 1 •00, /5 0.14 acres1�0 / / \ 0) S 313 / o / \ F >? o0 n \ �� / 95 0� \ �10 ass°313 ��??" �� ��// / \ 0°D� ��cul COMMON AREA 'A /� 6,294 sq.ft \ �,tio 8 ???2 °"� // / 35 260,356 sq.ft 5�00, / 0.14 acres / ;� oo 6,000 sq.ft s� I 5.98 acres / / / 0 �00 9 6 ,� C "00 3 0.14 acres o ^ - °' V co rn F�41 Pt40 \`��6 �"'� 6,851 sq.ft / °� oo� h // / \ hF y?0 �ry -' v FL46 F �' 0.16 acres �ry / 00� cr M o FLKI �,,,(45 Fly F��� 9� \ C'j03 / / ti 9 7 o / 3 4 �► ��` .� 6,386 sq.ft o 0ry 6,000 sq.ft _, a, ��°` ���°1g 43 ��?��3 F(43 50°�y1 �QOO� �`�`� lss \ / 0.15 acres ON ���' �`�' o� // /� �SssO 0.14 acres M 10 ` �' 9• SroO° , C? 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I rn _ UIuu� \ e'� -\ - - / / I,VMMUN HINLH H _ � sq.ft 6' N o \ \3, SS3° S0 \ / / �`�� 81 / �Sp 260,356 sq.ft 1 0.19 acres Co—N N w \ \ Ss3° ??>>-, �0, \ \ �1 / 6,000 sq.ft °o / pp\ 5.98 acres o—S78°23`31,, LU Cr M N / / \ 50�0, \ 22 y>y F 339 \ \ \ �`� / 0.14 acres �L / i y3 '-- E 25 Op,� M 2 0 89 / o° \ \ \ F 389 �° sp \ / / .0"'� / 80 / �s" c? „ / U I �' 7,776 sq.ft�r� 00- °01 6,000 sq.ft / / ?3 08 4r l / z `n 0.18 acres o > \ \000� \ \ \ �o�o / 014 acres °o° ?� S .� / I m / o� o / \ \ N \ ,��, / �23 ss°3 , j / 38141 90 �,�° / \ s32so00, \ \ / / ,�, 79 / / 1 �2� 130E `'' z / 8,560 sq.ft 6,000 sq.ft .� \ S ij, \ \ .0"' / 0 22' 3 / 0.20 acres \SO / 0.14 acres ��' / \ 00 , °off 6,888 sq.ft ° p0\ / / o \ O\ 30% s� \ \ \ o`O / 0.16 acres ,�,° / 0 3g39,� 1 0 91 moo \ \ /,off 'QF soo \ \ �' / '� / 78 ,� �, 2500o 0 / 6,000 sq.ft '` \ B�,�F%'F 0' \IN, ho6,645 sq.ft Op, / 41 0.14 acres / , �, > 110, Op, \ C \ 0.15 acres N / ss 313 oo / \ \ r8 v / 92 6,000 sq.ft \ \ \ � � / / � � 37 44' � ,c�, 0.14 acres°o160' C9S ti ti �S6 ° 6,003 sq.ft 93 /.� \ _ h� // /\ 3130,E 0.1 4acres � 6,000 sq.ft / °o° \� \ 3? 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Faso �6�° °�° o �� 101 /,� SS �p �102// 33 c a 5��` 9,263 sq.ft / °° ?Tj00, �2, ^ ti / 6,000 sq.ft co If E, If 0� 0.21 acres �`V F 2�� ry / 0.14 acres /M ov �� °°o i / / \ ,cN6S03107) 30 0 0 / /S6S°3130N 000 N \ / ADO ? .00, FL56 s, � 130"� 00\ 7,500 sq.ft �' / T 6,487 sq.ft 0.17 acres/ o 11;1 / \ 0 `�� F< / \ °3130,� 0.15 acres S51°49'27"E 7.43' \ 6 ° O 0 3s o / > o a, /� \ o poi \ \ ` \ \ / 9 9 �ti�'� pp\ F��y h�/ l �t'ss°,� Z9 �4� h L s\ \ / 7 500 sq.ft / / �1s9 // 130'1,1, `11 V Q p0' \ \ / / 0.17 acres ��° 31 1 S�S4l J \ / o/ l 7,527 sq.ft / / \ \6000' \ \ \ / G'o 98 ��o o S6S° 0.17 acres Z ,� FL60 31, cv 102 ^�h°° / \ \ \ \ ��rs so00,\ \ / / 7,500 sq.ft V,��° > �� 30'F 1S0 / n / It 7,500 sq.ft / \ 63� �` \ / 0.17 acres �� Fyo a / 0.17 acres��, � / V \ / 103 s Yp 7,500 sq.ft po\ / 0.17 acres, / 0 104 s .00, / T� Engineering • Planning • Surveying Landscape Architecture • Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard G r o u p Tucson Arizona (520) 881-7480 Im 7 0' 40' 80' 120' 6?%=?mm1 INDEX MAP 1 " = 1000' 0 N 0V F�8 700 �c'FL63 F FINAL PLAT �RF400 � PARCELS 5W &5X '0 RANCHO VISTOSO F FL66 LOTS 1 TB'RU 168, & COMMON AREAS A & B PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT h OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA 29 OV1701068 SEPTEMBER, 2018 1" = 40' SHEET 7 OF 11 SEO. .. Um N 105 7,500 sq.ft 29 / / �0 / 0.17 acres/ / CIO \ �o`O 7,500 sq.ft 000 °°� / °o�boo/ \ Op, � 6p . \ \ / / 0.17 acres 6000, 8 / 7,500 sq.ft \ 11C� (>' \ \ °°1 126 \ / 0.17 acres ,moo \ o`a / 7,500 sq.ft /� \ �6�po, �So°� 6p \ /� / 0.1 7acres ��o / 7,500 sq.ft 5 °�� / 0.17 acres /,,� \ 6°�� , �F \ Al 27 / / \ ups / �j?8 spy \ °o / 8,156 sq.ft 00> \ / 0.19 acres 3° / °� 124 108 7,500 sq.ft 0� 0.17 acres00 \ 26 \ °� , / \ � t \ 8,955 sq.ft 0 123 �o / �o`O 109 / 4,00 \ cs 0.21 acres °o° 6,000 sq.ft / °o° °o' sS Opp, / 7,500 sq.ft / �.L Q 0 0.14 acres �ry i `�u'p, / 0.17 acres �� \ / 11 00 11.00, 122 o° °o °op, soo / o` °° 110 , 0 6,000 sq.ft �`ti / S�' \ �G' 7,500 sq.ft �`ti4' \ `i / 25 0.14 acres .4. i �p / q' / \ / 8,955 sq.ft Spy \ / / °oo° / / / �S °0� / / 0.17 acres/ ,�� 1 0.21 acres / ° °1 / 121 od I°000 / �� -71 \ \ 000 / \ / 6,000 sq.ft ti°. / \ / 5�' 111 / d \ \ \ `'' / \ \ / 0.14 acres�� / i 6000, / 7,689 sq.ft �,'`� \ \ �'� 0r5'a cs%` .0 / / o° , / / �Sp \ / 0.18 acres / .> \ SS23 , ` 1 / 6,00 sq.ft °° /°� / \ S o' °00. S \ �° 0.14 acres ��`�' / i \ /°�0 112 \ 24 do. �o o \ 8,955 sq.ft \ tiS�° F 8�- s�op�, / / °moo 119 / / \Sp 4" 6oSS, / 7,756 sq.ft 1�0 0 \ $o O , / 0.18 acres °o 0.21 acres j o/ \ , opo„ 80S , ,� 6,000 sq.ft 0.14 acres �`ti / i �G / / �' v� 's o° / 118 so A, s p / o N oo° 5 0°/ \ °� 6,000 sq.ft oo° / °° Ys�° 00, CO °0 6,000 sq.ft /,��°' ` `ti `, \ / 0.14 acres �ti / i `��rj,, \ / , , ` `,, �,. \ C E 0.14 acres / , \ � sp p , s0 / / 000 ,/ / �o3s COMMON AREA A C" �o Po 8 9 �3 sq.ft ,o tih oo / CP 117 ° ?� 260,356 sq.ft N Iv / /1 6 000 sq.ft / °o/ \ \ ` \ < \°' / 6,000 sq.ft ��o� / \ 5.98 acres 00 ` 0.21 acres \co S / 5q ��o \ \ 0.14 acres C206LO 000, 0.14 acres / Sp S00 ,� \ / .o& ,� ] /o \ \ `� °1 / 116 0� / 1 42 S80 00j00jjE 92.33, o I °o \ s .ft /" .3 --N83 47 33 E 1 6,000 sq.ft / �°° � / 6,769 q moo• / I 3 � �, S `° 0.14 acres '` \ , S \ \ 0.16 acres ' I �O.pp� eo N i / \ 1 ' 22 _ \ / / °°8 0°� \ `� s%,Q \ °nay 115 �o / ' o, I 8,955 sq.ft 9 6,000 sq.ft`, \ �'� 8,359 sq.ft o Mo 0.21 acres S23oo `Sopo, 0.14 acres / o coop, el��J �S?, \ 0.19 acres o 114 o 0 \ / 6° / .i \ 0 6,357 sq.ft 113 0 9 / °o° \� c� N 0.15 acres o ' 6,000 sq.ft W I --S85036'53"E 125.00' 6,000 sq.ft ,ter,, \ �S J --- sOo , / 0.14 acres / ,,� \ S ,Q`\� / 0 1 0.14 acres o Cn _ ° 6,000 sq.ft / �1°� \ � 3S R� 4c2�°3 13 _ _ Z �u 'oW M I 7,604 sq.ft 0.14 acres / \ ,2 3op ° 001, 114 - - _ _ ' g o N i I 0.17 acres I. po, °p� 1319 , 42.33 - _ o o Cl? w \ / / °° 11 /00/ \ ?S° a�•2�o 9 50.00' o o L S78°53, I 6,000 sq.ft / �ti° \ °'Q�2�° 30 Op„ `14 S80°00'DO"E 1317, GD3 z Z o N 44 E 125.76�� i Sp / 0.14 acres / ,� i �C49 30, 3.99, U) �, J °o°� °o/ \ \ D0„ �' 1 99,S800000_�E 142.74, p, L3 ° 55. 12 / ,,`vim \ �CSD N80°0 Gi `n 10� pUF 78 53`p4"W 93 52, 6,813 sq.ft .� / C51 30 6 0'00 W 96.74' v v .0 / / 0.16 acres (,1o,`° o -� _ - ' " 3' S0.00f Ns °3 / i °°' -- - 16.11, 9 640" °3�'�o V 7,540 0sq.ft 13 .<v / o 34.4 , S0 00, ,'��� \ 0.17 acres 7,115 sq.ft �, w ' 6 155 ` R=60.00 p G53i �S6g° 0.16 acres � A o o J 4 C52 / 14 7,115 sq.ft ' F o '' \ '�2.31, I m ' f 0.16 acres / °�v 15 o w ►a' \ C,, 6,430 sq.ft 0 16 E C1>9 I CP 0.15 acres o 6,000 sq.ft o o ' 0.14 acres (' g 17 l o N 0 4 / 1 0 6,395 sq.ft o 18 - Won, ���° �12D, ' � 0.15 acres o 0 19 u, 30-00„ Z` 0 6,079 sq.ft / o , o COMMON AREA 'A' 36234 tiQ �., -213 58, C�2T -_30 ' ' 0 6 606 acres co 63� c� 0.14 acres 0.15 acreso 122,039 sq.ft DAMD W. -50.00- ' ' ' 2.80 acres uTn.E N80°00 00„W 80 l � ' ' f � � (9,1 63' f m N co It a 0 0 CO Lo M 11 e gip�20NA vSP 00=- J (_ l f SEWER EASEMENT N. 50 00 1 PER THIS PLAT SEE N8p °00,00 „ 30.00" 1 DETAIL SHEET 11 ,�p� W 404.18' The Engineering • Planning • Surveying Landscape Architecture • Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Boulevard G r o u p Tucson Arizona (520) 881-7480 1 �`� „.... °A J M N N w L 0 to rn 0' 40' 801, 120" 60=6=PM I INDEX MAP 1 V1= 1000 `2 FINAL PLAT RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 THRU 168, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 1" = 40' SHEET 8 OF 11 W St q. / N52030'00"W 42.64' I 61 v �?�00 0 C,v C 0 1? r —C2 c� SS a Cy �h - ►� G °° G�qcl .00, ,off 127 / /o \\ // IV 0 oo° 6,000 sq.ft �01 0.14 acres / 0 126 .o \ 1 6,000 sq.ft j poi o00, / 50 0.14 acres s°oo'IN 125 \so 0 6,000 sq.ft `L° / 00, 0.14 acres 0 6011, °o124 0°/ 6,000 sq.ft 0.14 acres o� F IN o \ 6,250 sq.ft / ►.`tip' \ 0.14 acres o ` 0 7,500 sq.ft � \ \ q `s.00, / / 0.17 acres / \ /ff �� o00, / 03 �00 7,500 sq.ft Or / 0.17 acres -� \ n a In WTV Im 0' 40' 80' 1200 60mmmpmm INDEX MAP 107 1" = 1000' on owl m Ns F o 00,E ass '90 0 FINAL PLAT �Q��,F,cArF RANCHO VISTOSO PARCELS 5W & 5X 44121 0 w 36234 tiQ LOTS 1 THRU 168, & COMMON AREAS "A" & "B" Q The Engineering • Planning • Surveying PETER D. DAVID W. � Landscape Architecture • Urban Design C TE oc UT1LE Offices located in Tucson, Phoenix, �,,�(,•, �B y'�%� PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND WLB Flagstaff, Az. and Los Vegas, NV. ���-- q� �,. Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT 4444 East Broadway Boulevard q�rZO�a �s•� �IONA Vc' Tucson Arizona (520) 881-7480 OV1701 630 Group OV1701068 RIVER MERIDIAN, PIMA COUNTY, ARIZONA SEPTEMBER, 2018 1" = 40' SHEET 9 OF 11 SEQ. M g on Ln cc a CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE Cl 200.51' 405.01' 28021'56" N45005'1TE 198.47' C2 2,91' 405.01' 0024'43" N30041'54"E 2.91' C3 25.50' 200.00' 7018'21" N56009'11"W 25.48' C4 61.26' 39.00' 90000'00" N55000'00"E 55.15' C5 84.85' 400.00' 12009'13" N30033'06"E 84.69' C6 84.85' 400.00' 12009'13" S59026'54"E 84,69' C7 140.84' 420.00' 19012'48" N14052'06"E 140.18' C8 115.93' 225.00' 29031'16" S69058'40"E 114,65' C9 62.83' 39.00' 92018'08" N46037'52"E 56.25' C10 10.08' 300.00' 1055'28" S88033'28"E 10.08' C11 35.17' 22.00' 91035'01" S81042'29"W 31.54' C12 39.27' 25.00' 90000'00" S8022'17E 35.36' C13 39.27' 25.00' 90000'00" N81037'43"E 35.36' C14 90.15' 425.00' 12009'13" S30033'06"W 89.98' C15 90.15' 425.00' 1200913" N59026'54"W 89.98' C16 45.96' 41.00' 64013'43" N85029'09"W 43.59' C17 79.55' 375.00' 12009-13" S59026'54"E 79.40' C18 39.27' 25.00' 90000'00" N69028'30"E 35.36' C19 149,22' 445.00' 19012'48" S14052'06"W 148,53' C20 132.46 395,00' 19012'48" N14052'06"E 131.84' C21 117.45' 250.00' 26055'03" N68040'34"W 116.37' C22 41.06' 25.00' 94005'36" N52018'30"E 36.60' C23 88.76' 200.00' 25025'40" S67055'52"E 88.03' C24 45.96' 41.00' 64013'43" S23006'1 VE 43.59' C25 39.27' 25.00' 90000'00" N8702939"E 35.36' C26 39.27' 25.00' 90000'00" S2030'21 "E 35.36' C27 39.27' 25.00' 90000'00" S4704656"W 35.36' C28 39.27' 25.00' 90000'00" S42013'04"E 35.36' C29 40.27' 25.00' 92018'08" N46037'52"E 36.06' C30 118.77' 60.00' 113024'45" S46047-51 "W 100.30' C31 39.27' 25.00' 90000'00" N44031'12"W 35.36' C32 41.60' 25.00' 95020'33" S44043'59"W 36,96' C33 41.60' 25.00' 95020'33" S39055'27"E 36.96' C34 48.06' 41.00' 67009"9" N55058'04"W 45.35' C35 37.34' 25.00' 85034'53" S4042'55"E 33.97' C36 37.34' 25.00' 85034'53" S89042'12"W 33.97' C37 9.47' 624,00' 0052'11" S47020'51"W 9.47' C38 38.13' 25.00' 87023'47" N38026'12"W 34.54' C39 39.27' 25.00' 90000'00" N20031'30"W 35.36' C40 45.96' 41,00' 64013'43" S21015'26"E 43.59' CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE C41 28.29' 225.00' 7012'12" S56006'06"E 28.27' C42 34.36' 22,00' 89029'08" S14057'38"E 30.97' C43 39.27' 25.00' 90000'00" N55000'00"E 35.36' C44 40,53' 25.00' 92053'55" N44001'50"E 36.24' C45 10.92' 325,00' 1055'28" N88033'28"W 10.92' C46 9.24' 275.00' 105528" S8803328"E 9.24' C47 152.68' 51.00' 171031'50" N66034'47"E 101.72' C48 36.51' 325.00' 6026'14" N55043'07"W 36,49' C49 50,05' 325.00' 8049'24" N63020'56"W 50,00' C50 50.05' 325,00' 8049'24" N72°10'21"W 50,00' C51 19.38' 325.00' 3024'57" N78017'32"W 19,37' C52 35.45' 60.00' 33051'18" N86032'19"W 34.94' C53 30.32' 60.00' 28057"8" S62003'23"W 30.00' C54 18.54' 60.00' 1704213" S38043'37"W 18.47' C55 28.18' 60.00' 26054'30" N16025'15"E 27.92' C56 3.37' 60.00' 3012'59" S1021'30"W 3.37' C57 114,50' 51.00' 128038'13" N14039'31"W 91.92' C58 24.01' 325.00' 4013'57" S6030'05"W 24.00' C59 60.09' 325.00' 10°35'34" S0054'40"E 60.00' C60 60,09' 325.00' 10-35-34" S11030'14"E 60.00' C61 60.09' 325.00' 10035-34" S22005'48"E 60.00' C62 60.09' 325.00' 10°35'34" S32041'22"E 60.00' C63 60.09' 325.00' 10035'34" S43016'56"E 60.00' C64 27.19' 325,00' 4047'34" S50058'30"E 27.18' C65 19,89' 445.00' 2033'38" S23011'41"W 19.88' C66 182.52' 51.00' 205003'10" N49009'18"E 99.57' C67 49.29' 445.00' 6020'47" S8026'05"W 49.27' C68 210.24' 250.00' 4801T04" N18049'50"W 204.10' C69 4.76' 300.00' 0054'36" S4048'24"W 4.76' C70 60.10' 300.00' 11028'42" S1023'15"E 60.00' C71 60.10' 300.00' 11 °28'42" S12051'57"E 60,00' C72 60.10' 300.00' 11028`42" N24020'39"W 60,00' C73 91.22' 300.00' 17025'21" S38047'41"E 90,87' C74 28,98' 25.00' 6602619" S14017'42"E 27.39' C75 10.29' 25,00' 23034'41" S30042'18"W 10.22' C76 11.57' 41.00' 16010'03" S50034'40"W 11.53' C77 20.03' 41.00' 27059'34" S72039'29"W 19,83' C78 36.63' 51.00' 41009'05" S66004'44"W 35.85' C79 15.12' 51.00' 16059'29" S37000'27"W 15.07' C80 27,94' 51.00' 3102321" S12°49'02"W 27.59' The Engineering • Planning • Surveying Landscape Architecture • Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. Group 4444 East Broadway Boulevard Tucson Arizona (520) 881-7480 CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE C81 39.55' 51.00' 44025'58" S25005'37"E 38.57' C82 39.55' 51,00' 44025'58" S69031'35"E 38.57' C83 38.41' 51.00' 43009"0" N66040'51 "E 37.51' C84 41.63' 51.00' 46046'15" N21043'08"E 40.49' C85 14.71' 41.00' 20033'26" N8036'44"E 14,63' C86 16.89' 41.00' 23036'11" N30041'33"E 16.77' C87 16.37' 200.00' 4041'25" S78018'00"E 16.37' C88 32,54' 55.80' 33024'55" S9019'19"E 32.08' C89 60.14' 250.00' 13°47'03" N62020'42"W 60.00' C90 1.03' 250,00' 0014'08" N55020'06"W 1.03' C91 56.28' 250.00' 1205352" N75041'10"W 56.16' C92 3,89' 25.00' 8054'39" N77040'46"W 3.88' C93 5.03' 25,00' 11032'13" S71017'37"E 5,03' C94 33.53' 375.00' 5007'23" S62057'49"E 33.52' C95 46.01' 375.00' 7001'50" S56053'12"E 45.99' C96 30.91' 51.00' 34043'36" S70044'05"E 30.44' C99 37.60' 51.00' 42014'32" S70046'51 "W 36.75' C100 34.38' 51.00' 38037'22" S81042'41"W 33.73' C102 29.22' 545.00' 3004'20" S63059'20"E 29.22' C103 22.23' 545.00' 2020'13" S54032'24"E 22.23' C104 64,15' 545.00' 6044'40" S59004'50"E 64.12' C106 17.33' 425.00' 2020'13" N54032'24"W 17.33' C107 50.03' 425.00' 6044'40" N59004'50"W 50.00' C108 22.79' 425.00' 3004'20" N63059'20"W 22.79' C109 32.07' 51.00' 36001'55" N37012'05"W 31.55' C110 5,03' 25.00' 11032'13" N59045'24"W 5,03' C111 34.87' 51.00' 39010'33" S8043'51"E 34,20' C112 58.98' 275.00' ' 12017'15" N47013'40"W 58.86' C113 89.10' 275.00' 18033-49" S67052'55"E 88.71' C114 13.61' 275.00' 2050"1" S78034'55"E 13.61' C115 29.28' 275.00' 6006'01" S55033'01"E 29.26' C116 34.24' 25.00' 78027'47" N14045'24"W 31.62' C117 50.00' 445.00' 6026'14" S55043'07"E 49.97' C119 68.53' 445.00' 8049'24" S63020'56"E 68.46' C120 68.53' 445.00' 8049'24" S72010'21"E 68.46' C121 26,53' 445.00' 3024'57" S78017'32"E 26.53' C122 83.20' 450.00' 10035'34" N0054'40"W 83.08' C123 83,20' 450.00' 10-35-34" N11030'14"W 83.08' C124 83.20' 450.00' 10035'34" N22005'48"W 83.08' C125 83.20' 450.00' 10035'34" N32041'22"W 83.08' CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE C126 83.20' 450,00' 10°35'34" N43016'56"W 83,08' C127 37,64' 450.00' 4047'34" N50058'30"W 37.63' C128 76.91' 570.00' 7043'52" N15028'25"E 76.85' C129 63.14' 570.00' 6020'47" N8026'05"E 63,10' C130 79.55' 375.00' 12009'13" N30033'06"E 79.40' C131 245.18' 275.00' 51005'02" N15032'31"W 237.14' C132 85.14' 425.00' 11028'42" N1023'15"W 85.00' C133 6,75' 425.00' 0054'36" N4048'24"E 6.75' C134 85.14' 425.00' 11028'42" N12051'57"W 85.00' C135 85.14' 425.00' 11 °28'42" S24°20'39"E 85.00' C139 34.25' 25.00' 78029'08" N33058'52"W 31.63' C141 12.78' 60.00' 12012'21" N82035'58"W 12.76' C143 49.23' 60.00' 47000'52" S67044'38"W 47.86' C 144 18.99' 53.59' 20" 17'49" S35010'47"W 18.89' C145 18.97' 60.00' 18006'39" S17004'08"W 18.89' C155 18.77' 60,00' 1705521" N0056'52"W 18.69' C168 45.28' 525.00' 4056'28" S1059'26"E 45.26' C179 50.02' 525.00' 5027'32" S7011'27"E 50.00' C183 50.02' 525.00' 5027'32" S12038'58"E 50.00, C185 50.02' 525,00' 502732" S18006'30"E 50.00' C186 46,13' 525.00' 5002'05" S23021'18"E 46.12' C192 38.40' 51.00' 43008'17" S47026'29"E 37.50' C193 32.32' 51,00' 36018'18" S87009'47"E 31,78' C194 146.18' 51.00' 164013'48" N7025'5C'W 101.04' C196 22.55' 25.00' 51040'16" N23025'01 "E 21.79' C197 17.99' 25.00' 41013'39" N69051'58"E 17.60' C198 27.08' 25.00' 62003'09" N5802938"W 25.77' C199 12.19' 25.00' 27056'51" N13029'38"W 12.07' C200 55.63' 645.00' 4056'28" N105926"W 55.61' C201 61,45' 645.00' 5027'32" N7011'27"W 61.43' C202 61.45' 645,00' 5027'32" N12038'58"W 61.43' C203 61.45' 645.00' 5027'32" N18006'30"W 61.43' C204 56.68' 645.00' 5002'05" N23021'18"W 56.66' C205 5.03' 25.00' 11032'13" N48015'45"E 5.03' C206 74.39' 155.00' 27030'00" S66015'00"E 73.68' C207 115.60' 545.00' 1200913" N59026'54"W 115.39' C208 54.09' 255.00' 12-09-13" S59026'54"E 53.99' C210 3424' 25.00' 78027'47" N63042'23"E 31.62' C211 296.66' 645.00' 26021'08" S12041'46"E 294.05' C231 22.80' 255.00' 5007'23" N62057'4911W 22.79' CURVE DATA CURVE LENGTH RADIUS DELTA CHORD BEARING DISTANCE C232 31.29' 255.00' 7001'50" N56053'12"W 31,27' C310 1 65.28' 624.00' 5059'38" S5046'45"W 65.25' Parcel Line Table Line # Length Direction L1 35.24' N38°22'43"W L2 23.39' S38022'43"E L3 30.50' N88002'54" W L4 49.22' NO°00'00"E L5 26.14' S36035'29"E L6 18.89' S20059'22"W FLOOD LINE TABLE Line # Length Direction FL1 33,46' N90000'00"W FL2 23.87' SO°00'00"E FL3 39.44' S63006'54"E FL4 62.92' S49042'04"E FL5 27.97' S57027'12"E FL6 355.84' S32015'11"E FL7 12.75' S67003'02"E FL8 33,55' S38059'59"E FL9 11.55' S51 °30'13"W FL10 15.94' S70039'29"E FL11 16.35' S23016'00"E FL12 23.44' S42052'36"E FL13 21,29' S54041'21 "E FL14 17.85' N58040'54"W FL15 37.92' N33020'45"W FL16 83,57' N35033'42"W FL17 78.01' N44033'50"W FL18 115.55' N38007'23"W FL19 58.03' N21026'48"W FL20 42.99' N43055'40"W FL21 13.73' S36008'47"W FL22 8.24' N80054'19"W FL23 45.91' N29029'46"W FL24 17.20' N13006'03"W FL25 10.95' S18005'35"W FL26 11.01' N70051'34"W FL27 88.43' N53057'43"W FL28 80.72' N60048'46"W FL29 38.22' N55019'27"W FL30 11.85' S61047'19"W FL 10.04' N13017'09"W FL32 5.44' N45001'16"E FL33 11.68' N17054'22"W �•1 A FLOOD LINE TABLE Line # Length Direction FL34 67.21' N50016'40"W FL35 10,99' S62004'53"W FL36 30.43' N57054'23"W FL37 8.82' N26058'57"W FL38 107.56' N55008'43"W FL39 70.59' N47048'58"W FL40 27.13' N70029'10"W FL41 8.63' S77040'45"W FL42 60.63' S60044'40"W FL43 17.96' N71044'50"W FL44 22.83' N61014'50"W FL45 18.55' N80034'55"W FL46 20,96' S82026'48"W FL47 17.89' S61051'40"W FL48 14.92' S41019'27"W FL49 23,53' S18040'48"W FL50 T38' N70038'54"W FL51 182.88' N5034'06"E FL52 15.13' N70012'48"E FL53 33.35' S64012'55"E FL54 123.19' S56006'45"E FL55 261.95' S53014'19"E FL56 17.19' N79040'48"E FL57 7.65' S17044'07"E FL58 18.72' S16034'07"W FL59 66.92' S49055'25"E FL60 22.66' S80019'08"E FL61 100.86' S60004'19"E FL62 16.49' S45° 14'51 "E FL63 12.49' S78013'19"E FL64 17.26' S55027'38"E FL65 10.33' S4032'42"W FL66 30,62' S7404619"E FINAL PLAT RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 THRU 168, & COMMON AREAS "A" & "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#. OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 1" = 40' SHEET 10 OF 11 Cr Low U) LL raT �Til J . W* s -•`��� 4� 152 SEE SHEET PUBLIC SEWER EASMENT DETAIL 1 et ' SIGHT VISIBILITY DETAIL I The Engineering • Planning • Surveying Landscape Architecture - Urban Design WLOffices located in Tucson, Phoenix, BFlagstaff, AZ. and Las Vegas, NV. Group 4444 East Broadway Boulevard Tucson Arizona (520) 881-7480 64 i \ :A As 63 N81 °24'09"E 40.30' (SVT TIE) N47029'27"W 76 21.71' (SVT TIE) 77 N2°24'33"E 54,83' COMMON EA '*REA � "All SIGHT VISIBILITY DETAIL 2 1 @8 o 44 43 42 41 40 s 20 5W-1 STREET (PUBLIC) ° sra, Sss0 vs S�-F -11Q,� `9�,\ o � 19 F �°°` C> 0 COMMON AREA 'A 0 z W1i� P PUBLIC SEWER z EASEMENT PER I THIS PLAT ,,� '� ,Nlo 0°00'OD�,E 87.0 0>40 7' N52001'12"W 24.34' COMMON AREA ` "All SEE SHEET 9 PUBLIC SEWER EASMENT DETAIL 2 III ' S81 °58'30"W 23.43' (SVT TIE) . ?sT Ni /A hey SIGHT VISIBILITY DETAIL 3 �Y 36234 DAMD W. UrnE i COMMON AREA „A„ U11 8"W 203.62' 154 153 IQ N47055'55"E 1.15' ixa (SVT TIE) z 5X-2 STREET _ (PUBLIC) S24°46'53"E I 2.34' U (SVT TIE) m 159 I 160 N4002'03"W I W 24.34' W H Cn COMMON AREA "All ILO 147 146 145 144 143 SIGHT VISIBILITY DETAIL 4 0V III FINAL PLAT RANCHO VISTOSO PARCELS 5W & 5X LOTS 1 THRU 168, & COMMON AREAS "A" Al "B" PORTIONS OF SECTIONS 25 & 36, TOWNSHIP 11 SOUTH, RANGE 13 EAST, AND Ref#: OV1801740 SECTIONS 30 AND 31, TOWNSHIP 11 SOUTH, RANGE 14 EAST, GILA AND SALT OV1701630 RIVER MERIDIAN, PIMA COUNTY, ARIZONA OV1701068 SEPTEMBER, 2018 SCALE: AS NOTED SHEET 11- OF 11