S2020026 BOS REPORT.PDF

Report to the Board of Supervisors
Prepared by the Maricopa County Planning and Development Department
Board Hearing Date: April 21, 2021
Case #/Title: S2020026 – Enclave at Olive
Supervisor District: 4
Applicant/Owner: Matthew Mancini PE, 3 Engineering LLC / West Olive 43 LLC
Request: Final Plat (Re-Plat of Zanjero Pass Parcel 4 Phase 1) for a
residential subdivision consisting of 178 lots and 12 tracts in the
R1-6 RUPD zoning district
Site Location: Generally located at the NEC of Olive Ave. and 175th Ave. in
the Glendale area
Site Size: Approximately 40.2 acres
County Island Status: N/A
Additional
Comments: Staff considers this Final Plat to be in substantial conformance
with the approved Preliminary Plat for 175th Ave. and Olive
(S2019032) and the related Zone Change (Z2018049). This
subdivision has an assured water supply from the Arizona
Department of Water Resources, EPCOR will be providing
water to the subdivision. The applicant has routed a copy of
the plat to all the municipalities within three miles of the
subject property and to all intended utility providers. There
were no objections to the request raised by any of these
agencies.
The Final Plat (S2020026) meets all applicable subdivision
regulations and zoning regulations of the R1-6 RUPD zoning
district. Recording fees will be furnished at the time of Final
Plat recordation. All requirements of the Maricopa County
Department of Transportation, the Maricopa County
Environmental Services Department, the Flood Control District
of Maricopa County, and the Drainage Review Division of the
Maricopa County Planning and Development Department
have been met.
April 21, 2021
S2020026
Page 1 of 2

Staff
Recommendation: Approval
Presented by: Ray Banker, Planner
Reviewed by: Darren V. Gerard, AICP, Planning Manager
Attachments: Case map (1 page)
Letter to the Board of Supervisors (1 page)
Final Plat (6 pages)
ADWR Letter & Certificate (3 pages)
Enclosure: Sealed mylars (1 set)
April 21, 2021
S2020026
Page 2 of 2

MARICOPA COUNTY
Application Name: Enclave on Olive Final Plat
Legal Description
, T3N R02W 26
Applicant Applicant Phone/Email
Matthew Mancini 602.309.2257 matt@3enginerring.com S2020026
Case Address Parcel Primary:
17400 W OLIVE Ave
WADDELL AZ 85355 502-83-109
Generated March 25, 2021 18:45 PM Gross Acres: 41 approx. Map scale 1:3,114
Supervisor District No. 4
ENCLAVE ON OLIVE
Maricopa County Planning & Development - Phoenix, AZ /

December 2, 2020
Maricopa County Board of Supervisors
501 N. 44th Street, Suite 200
Phoenix, Arizona 85008
RE: Final Plat Approval Consideration – Enclave on Olive engineering Job No. 5083
Dear Board of Supervisors;
On behalf of Meritage Homes of Arizona, Inc, we respectfully request your approval of
the Final Plat for Enclave on Olive located near 175th and Olive Avenues. Below is the
Owner information for your records:
Meritage Homes of Arizona, Inc.
8800 E Raintree Drive #300
Scottsdale, Arizona 85260
Contact: Matthew Arneson
Phone: 602-448-3380
3 engineering, LLC is the responsible party preparing the Final Plat, and the RLS signing the plat is
James Loftis, RLS.
This letter also acts as verification that the plat was provided to the City of Glendale for courtesy
review.
We look forward to enhancing Maricopa County with this project, and appreciate your
consideration for plat approval. If you require any additional information, please contact me at 602-
334-4387, or at matt@3engineering.com.
Sincerely,
12/2/20
Matthew J. Mancini, PE
Vice President
6370 E. Thomas Road, Suite #200, Scottsdale, Arizona 85251 · Phone (602) 334-4387 · Fax (602) 490-3230 · www.3engineering.com

FINAL PLAT
PEORIA AVENUE
FOR
LANE
ROAD AVENUE
"ENCLAVE ON OLIVE"
A RE-PLAT OF THE FINAL PLAT FOR ZANJERO PASS PARCEL 4
CITRUS COTTON
PHASE 1, AS RECORDED IN BOOK 939 OF MAPS, PAGE 17, M.C.R. 175TH
LOCATED IN A PORTION SECTION 26, TOWNSHIP 3 NORTH, RANGE 2 WEST
OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA MOUNTAIN VIEW ROAD
DEDICATION: NOTES: NOTES CONITNUED:
SITE
STATE OF ARIZONA ) 1. THIS SITE CONSISTS OF A TOTAL OF 178 LOTS, AND 12 TRACTS, IN THE R1-6 RUPD PAD, 14. PERPETUAL, NON-EXCLUSIVE SIGHT VISIBILITY TRIANGLES UPON AND ACROSS THE PARCELS OF LAND SHOWN HEREON,
) SS ZONING DISTRICT. SHALL PRESERVE THE PROPERTIES AS TRAFFIC SAFETY VISIBILITY AREAS FREE FROM ANY OBSTRUCTIONS TO THE VIEW
COUNTY OF MARICOPA ) OF PERSONS LOOKING ACROSS THE PROPERTIES. NO STRUCTURES, LANDSCAPING, FENCES, WALLS, TERRACES, OR OTHER
2. THE FINAL PLAT IS IN SUBSTANTIAL CONFORMANCE WITH THE PRELIMINARY PLAT, CASE # OBSTRUCTIONS TO VIEW IN EXCESS OF TWO (2) FEET IN HEIGHT AS MEASURED FROM ADJACENT PAVEMENT SHALL BE
KNOW ALL MEN BY THESE PRESENTS S2019032 PLACED WITHIN THE REQUIRED SIGHT VISIBILITY TRIANGLES.
THAT MERITAGE HOMES OF ARIZONA, INC., AN ARIZONA CORPORATION, AS OWNER, HAS SUBDIVIDED UNDER THE 3. THERE SHALL BE NO FURTHER DIVISION OF LAND OR DELINEATION OF PARCELS WITHIN 15. ALL FINISHED FLOOR ELEVATIONS OF ANY STRUCTURE SHALL BE FREE FROM INUNDATION DURING A 100-YEAR PEAK
NAME "ENCLAVE ON OLIVE", A RE-PLAT OF THE FINAL PLAT FOR ZANJERO PASS PARCEL 4 PHASE 1, AS THE AREA OF THIS SUBDIVISION PLAT WITHOUT APPROVAL BY THE BOARD OF SUPERVISORS. RUNOFF EVENT.
RECORDED IN BOOK 939 OF MAPS, PAGE 17, M.C.R., AS LOCATED WITHIN A PART OF SECTION 26, TOWNSHIP 3 OLIVE AVENUE
NORTH, RANGE 2 WEST, OF THE GILA & SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN 4. "ENCLAVE ON OLIVE", FKA ZANJERO PASS, PARCEL 4 PH 1, WAS ISSUED A CERTIFICATE OF 16. LOTS 59 THROUGH 74 ARE RESTRICTED TO SINGLE STORY HOMES (20-FT MAX HEIGHT).
VICINITY MAP
PLATTED HEREON, AND DOES HEREBY PUBLISH THIS PLAT AS AND FOR THE PLAT OF SAID "ENCLAVE ON ASSURED WATER SUPPLY ON NOVEMBER 7, 2019 BY THE ARIZONA DEPARTMENT OF WATER
OLIVE", A RE-PLAT OF THE FINAL PLAT FOR ZANJERO PASS PARCEL 4 PHASE 1, AS RECORDED IN BOOK 939 RESOURCES, CERTIFICATE #27-701071.0000. THIS SUBDIVISION WILL BE SERVED BY EPCOR 17. RESIDENTS ARE NOT LOCATED WITHIN AN INCORPORATED CITY OR TOWN, AND THEREFORE WILL NOT BE REPRESENTED N.T.S.
OF MAPS, PAGE 17, M.C.R.. MERITAGE HOMES OF ARIZONA, INC., AN ARIZONA CORPORATION, HEREBY DECLARES WATER. BY, OR BE ABLE TO PETITION A CITIZEN ELECTED MUNICIPAL GOVERNMENT. RESIDENTS WILL NOT HAVE ACCESS TO
OWNER: APPLICANT/DEVELOPER:
THAT SAID PLAT SETS FORTH THE LOCATIONS AND GIVES THE DIMENSIONS OF THE LOTS, TRACTS, MUNICIPAL MANAGED SERVICES SUCH AS POLICE, FIRE, PARKS, WATER, WASTEWATER, LIBRARIES, AND REFUSE COLLECTION.
EASEMENTS AND STREETS CONSTITUTING SAME, AND THAT EACH LOT, TRACT, EASEMENT AND STREET SHALL 5. FIRE PROTECTION FOR THIS SUBDIVISION WILL BE PROVIDED BY RURAL METRO. A 'WILL WEST OLIVE 43, LLC MERITAGE HOMES OF
BE KNOWN BY THE NUMBER, LETTER OR NAME GIVEN TO EACH RESPECTIVELY ON SAID PLAT, AND THAT SERVE' LETTER DATED _________________ 2/4/2021 HAS BEEN RECEIVED FROM RURAL METRO. 18. A ONE (1) FOOT VEHICULAR NON-ACCESS EASEMENT (VNAE) IS REQUIRED ON ALL LOT BOUNDARIES ADJACENT TO A 5110 N. 73RD STREET ARIZONA, INC.
MERITAGE HOMES, AS OWNER, HEREBY DEDICATES TO THE PUBLIC FOR USE AS SUCH, 173RD AVENUE, 175TH LANDSCAPE TRACT. SCOTTSDALE, ARIZONA 8800 E. RAINTREE DRIVE,
85250 SUITE 300
AVENUE, AND OLIVE AVENUE, AS SHOWN HEREON. EASEMENTS ARE PROVIDED AS SHOWN ON SAID PLAT AND 6. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE MARICOPA
SCOTTSDALE, AZ 85260
INCLUDED IN THE ABOVE DESCRIBED PREMISES. COUNTY CODES AND ORDINANCES. 19. ALL ONSITE WATER AND SEWER MAINS WILL BE CONSTRUCTED BY THE DEVELOPER AND DEDICATED TO EPCOR WATER CONTACT: CLAYTON MCKNIGHT CONTACT: MATTHEW ARNESON
COMPANY. PHONE: (602) 622-6110 PHONE: (602) 448-3380
THE STREETS IDENTIFIED ON THIS PLAT 173RD AVENUE, 175TH AVENUE, AND OLIVE AVENUE ARE HEREBY 7. ALL NEW OR RELOCATED UTILITIES SHALL BE PLACED UNDERGROUND.
DEDICATED TO MARICOPA COUNTY SO THAT UPON RECORDATION OF THIS PLAT, THE FEE OF SAID STREET 20. THE PROJECT MAY BE MASS GRADED. EXISTING CONTOURS GENERALLY SLOPE FROM NORTHWEST TO SOUTHEAST. ENGINEER/SURVEYOR:
RESERVED TO THE USE OF THE PUBLIC VESTS IN TRUST TO MARICOPA COUNTY FOR THE USES AND TO 8. ALL ROADS (PRIVATE & PUBLIC) ARE TO BE CONSTRUCTED TO MINIMUM COUNTY 3 ENGINEERING
THE EXTENT DEPICTED ON THE PLAT. APPROVAL OF A PLAT SHALL NOT BE DEEMED TO CONSTITUTE OR STANDARDS. ROADS WITHIN THIS SUBDIVISION ARE "PRIVATE", AS DEDICATED ON TRACT "M" 21. ALL TRANSFORMERS, BACKFLOW PREVENTION DEVISES, UTILITY BOXES, AND ALL OTHER UTILITY RELATED GROUND 6370 E. THOMAS ROAD, SUITE 200
EFFECT AN ACCEPTANCE BY THE COUNTY FOR DESIGNATION OF ANY STREET INTO THE COUNTY AND SHALL BE OWNED AND MAINTAINED BY THE ENCALVE ON OLIVE HOMEOWNERS' MOUNTED EQUIPMENT SHALL BE PAINTED TO COMPLEMENT THE DEVELOPMENT AND SHALL BE SCREENED WITH LANDSCAPE SCOTTSDALE, ARIZONA 85251
MAINTENANCE SYSTEM. HOWEVER, AT THE TIME SAID STREETS ARE FULLY COMPLETED IN ACCORDANCE WITH ASSOCIATION. MATERIAL WHERE POSSIBLE. AL HVAC UNITS SHALL BE GROUND MOUNTED.
THE APPROVED PLAT AND WRITTEN SPECIFICATIONS MADE BY THE MARICOPA COUNTY BOARD OF CONTACT: MATTHEW J. MANCINI, P.E. CONTACT: JIM LOFTIS, RLS
PHONE: (602) 334-4387 PHONE: (602) 334-4387
SUPERVISORS, THE COUNTY SHALL ACCEPT THE STREETS INTO THE COUNTY MAINTENANCE SYSTEM WITHIN 9. NO STRUCTURE OF ANY KIND SHALL BE CONSTRUCTED OR ANY VEGETATION TO BE 22. FINAL LANDSCAPING WILL CORRESPOND TO THE APPROVED LANDSCAPE AND AMENITY PLAN.
EMAIL: MATT@3ENGINEERING.COM EMAIL: JIM@3ENGINEERING.COM
ONE YEAR OF COMPLETION. PLANTED OR BE ALLOWED TO GROW WITHIN ANY DRAINAGE EASEMENTS WHICH WOULD IMPEDE
THE FLOW OF WATER OVER, UNDER OR THROUGH THE EASEMENT. 23. THERE WILL BE NO ON LOT RETENTION FOR THIS PROJECT.
SERVICES:
THE STREETS IDENTIFIED ON THIS PLAT AS 173RD LANE, 174TH AVENUE, 174TH LANE, EVA STREET, MISSION
LANE, SANNA STREET AND SUNNYSLOPE LANE WITHIN TRACT M ARE AND SHALL REMAIN PRIVATE STREETS 10. ALL NEW LANDSCAPE IMPROVEMENTS INSTALLED BY THIS SUBDIVISION WITHIN COUNTY 24. THIS PROPERTY IS LOCATED IN THE PROXIMITY OF THE STATE-DEFINED TERRITORY IN THE VICINITY OF A MILITARY POWER - ARIZONA PUBLIC SERVICE
AND ALL OBLIGATIONS RELATED TO SAID STREETS, INCLUDING BUT NOT LIMITED TO MAINTENANCE, SHALL RIGHT-OF-WAY SHALL COMPLY WITH MCDOT ROADWAY DESIGN MANUAL AND BE MAINTAINED AIRPORT FOR LUKE AIR FORCE BASE AND MAY BE SUBJECT TO LOUD NOISE AND OVER-FLIGHTS FROM MILITARY TELEPHONE - COX COMMUNICATIONS/CENTURY LINK
REST WITH THE FEE TITLE HOLDER OF SAID STREETS. BY THE ENCLAVE ON OLIVE HOMEOWNERS' ASSOCIATION. AIRCRAFT. THE FOLLOWING NOTICE SHALL BE PLACED IN THE SALES OFFICE AND IN THE COVENANTS, CONDITIONS, AND SEWER - EPCOR WATER COMPANY
RESTRICTIONS THAT THE PROPERTY IS WITHIN THE VICINITY OF AN AIRPORT: "YOU ARE BUYING A HOME OR PROPERTY IN WATER - EPCOR WATER COMPANY
EXCEPT AS TO ANY ARREA SUBJECT TO THE EASEMENT OF EASEMENTS GRANTED TO MARICOPA WATER 11. THE ENCLAVE ON OLIVE HOMEOWNERS' ASSOCIATION SHALL BE RESPONSIBLE FOR THE THE VICINITY OF A MILITARY AIRPORT, AS DESCRIBED BY THE STATE OF ARIZONA STATUTE ARS 28-8481. YOUR HOUSE GAS - SOUTHWEST GAS
DISTRICT, AS DEPICTED ON THIS PLAT AND RECORDED IN THE OFFICE OF THE RECORDER, MARICOPA COUNTY, MAINTENANCE AND UPKEEP OF ALL LANDSCAPING AND DRAINAGE FACILITIES WITHIN TRACTS SHOULD INCLUDE SOUND ATTENUATION MEASURES AS DIRECTED BY STATE LAW. YOU WILL BE SUBJECT TO DIRECT OVER CABLE TV - COX COMMUNICATIONS
ARIZONA, A PERPETUAL WATER AND SEWER EASEMENT ('EASEMENTS') AS DESCRIBED IN THE PLAT ARE AND EASEMENTS AS DEDICATED ON SAID PLAT. FLIGHTS AND NOISE FROM LUKE AIR FORCE BASE JET AIRCRAFT IN THE VICINITY. LUKE AIR FORCE BASE EXECUTES OVER REFUSE - ALLIED WASTE
GRANTED TO EPCOR WATER COMPANY, AND THEIR SUCCESSORS AND ASSIGNS (COLLECTIVELY, "GRANTEE"),TO 200,000 FLIGHT OPERATIONS PER YEAR. AT AN AVERAGE OF APPROXIMATELY 170 OVERFLIGHTS PER DAY. ALTHOUGH FIRE - RURAL METRO
CONSTRUCT, OPERATE, AND MAINTAIN WATER AND SEWER LINES AND APPURTENANT FACILITIES 12. ALL OUTDOOR LIGHTING WILL COMPLY WITH THE PROVISIONS OF SECTION 1112 OF THE LUKE'S PRIMARY FLIGHT PATHS ARE LOCATED 20 MILES FROM THE BASE, JET NOISE WILL BE APPARENT THROUGHOUT POLICE - MARICOPA COUNTY SHERIFF
(COLLECTIVELY, "FACILITIES") UPON, ACROSS, OVER AND UNDER THE SURFACE OF THE EASEMENTS, TOGETHER MARICOPA COUNTY ZONING ORDINANCE. THE AREA AS AIRCRAFT TRANSITION TO AND FROM BARRY M. GOLDWATER GUNNERY RANGE AND OTHER FLIGHT TRAINING SCHOOL - DYSART UNIFIED SCHOOL DISTRICT
WITH THE RIGHT TO OPERATE, REPAIR, REPLACE, MAINTAIN, AND REMOVE THE FACILITIES FROM THE PREMISES; AREAS. LUKE AIR FORCE BASE MAY LAUNCH AND RECOVER AIRCRAFT IN EITHER DIRECTION OFF ITS RUNWAYS ORIENTED
TO ADD OR TO ALTER THE FACILITIES, AND TO PROVIDE GRANTEE WITH REASONABLE INGRESS AND EGRESS 13. INGRESS/EGRESS ACCESS AND MAINTENANCE RIGHTS, BUT NOT OBLIGATION, SHALL BE TO THE SOUTHWEST AND NORTHEAST. NOISE WILL BE MORE NOTICEABLE DURING OVERCAST SKY CONDITIONS DUE TO THE INDEX OF SHEETS
TO THE FACILITIES. GRANTEE WILL HAVE UNRESTRICTED ACCESS TO THE EASEMENT FOR THE ACTIVITIES GRANTED TO MARICOPA COUNTY FOR ALL TRACTS DEDICATED ON SAID PLAT FOR THE NOISE REFLECTIONS OFF THE CLOUDS. LUKE AIR FORCE BASE'S NORMAL FLYING HOURS EXTEND FROM 7:00 AM UNTIL
DESCRIBED ABOVE AND FORMAL NOTIFICATION OR APPROVAL BY ANY ASSOCIATION PRIOR TO ACCESSING THE PURPOSE OF INSPECTION AND MAINTENANCE OF PUBLIC DRAINAGE FACILITIES ADJACENT TO APPROXIMATELY MIDNIGHT, MONDAY THROUGH FRIDAY, BUT SOME LIMITED FLYING WILL OCCUR OUTSIDE THESE HOURS AND DESCRIPTION
EASEMENT WILL NOT BE REQUIRED. OR WITHIN SAID TRACTS. DURING MOST WEEKENDS, [LUKE AIR FORCE AUXILIARY FIELD 1, LOCATED APPROXIMATELY 15 MILES TO THE NORTHWEST OF
PT01 COVER SHEET
LUKE AIR FORCE BASE IS A SITE OF INTENSE INSTRUMENT PROCEDURE LANDING APPROACHES, WITH APPROXIMATELY 12,00
GRANTOR SHALL NOT ERECT, CONSTRUCT OR PERMIT TO BE ERECTED OR CONSTRUCTED ANY BUILDING OR FLIGHT OPERATIONS PER YEAR. AIRCRAFT WILL DESCEND DOWN 200 FEET ABOVE THE GROUND OVER THE AUXILIARY PTO2 KEY MAP & TABLES
OTHER STRUCTURE WITHIN THE LIMITS OF THE EASEMENT; PROVIDED, HOWEVER, GRANTOR SHALL HAVE THE ASSURANCE STATEMENT: AIRFIELD AND WILL CREATE SEVERE NOISE IN THAT AREA] FOR MORE INFORMATION, PLEASE CHECK THE LUKE AIR FORCE PT03-PT06 FINAL PLAT SHEETS
RIGHT TO CONSTRUCT AND ERECT FENCES, TO INSTALL LANDSCAPING, PARKING FACILITIES AND DRIVEWAYS, ASSURANCE, FOR PROVISION OF REQUIRED SUBDIVISION IMPROVEMENTS AND WEBSITE AT WWW.LUKE.AF.MIL/URBANDEVELOPMENT OR CONTACT THE MARICOPA COUNTY PLANNING AND DEVELOPMENT
AND TO ESTABLISH OTHER USES WHICH ARE NOT INCONSISTENT WITH USES WITHIN THE LIMITS OF SAID INFRASTRUCTURE, SUFFICIENT TO PROTECT MARICOPA COUNTY AND IN ACCORDANCE DEPARTMENT." SUCH IDENTIFICATION SHALL BE RECORDED ON ALL FINAL PLATS, BE PERMANANTELY POSTED ON NOT LESS
EASEMENT IN A MANNER WHICH WILL NOT UNREASONABLY INTERFERE WITH GRANTEES ACCESS TO THE WITH THE REQUIREMENTS OF ARS 11-821 AND ARS 11-822 AND THE ZONING THAN A THREE (3) FOOT BY FIVE (5) FOOT SIGN IN FRONT OF ALL HOME SALES OFFICES, BE PERMANANTELY POSTED ON
FACILITIES. ORDINANCE FOR THE UNINCORPORATED AREA OF MARICOPA COUNTY HAVE BEEN THE FRONT DOOR OF ALL HOME SALES OFFICES ON NOT LESS THAN 8-1/2 INCH X 11 INCH SIGN, AND INCLUDED IN ALL BENCHMARK: BASIS OF BEARING:
PROVIDED IN A FORM ACCEPTABLE TO THE DIRECTOR OF THE MARICOPA COUNTY COVENANTS, CONDITIONS, AND RESTRICTIONS (CC&R'S) AS WELL AS THE PUBLIC REPORT AND CONVEYANCE DOCUMENTS. BRASS CAP IN HANDHOLE THE EAST-WEST MID
THIS EASEMENT IS GRANTED SUBJECT TO THE CONDITION THAT GRANTEE SHALL HOLD GRANTOR AND PLANNING AND DEVELOPMENT DEPARTMENT. AT THE EAST QUARTER CORNER SECTION LINE OF SECTION
GRANTOR'S SUCCESSORS AND ASSIGNS HARMLESS FROM ANY AND ALL DAMAGES, CLAIMS, LIABILITIES OR NOTICE OF ZANJERO PASS PARCEL 4 PHASE 1 DEVELOPMENT AGREEMENT: SEC. 26 26 TOWNSHIP 3 NORTH,
EXPENSES WHICH MAY RESULT FROM GRANTEES USE OF THE EASEMENT. BY ACCEPTING THE EASEMENT, THE LANDOWNER HAS ENTERED INTO A ZANJERO PASS PARCEL 4 PHASE 1 DEVELOPMENT AGREEMENT DATED MAY 10, 2007 RANGE 2 WEST, BEARS
GRANTEE AGREES TO EXERCISE REASONABLE CARE TO AVOID DAMAGE TO THE PREMISES AND ALL GDACS 35022 NORTH 89°59'57" EAST
("AGREEMENT") WITH MARICOPA COUNTY MUNICIPAL WATER CONSERVATION DISTRICT NUMBER ONE ("MWD") FOR WHICH A ELEV.=1190.45(NAVD '88) PER BK 939, PG 17
PROPERTY THAT MAY AT ANY TIME BE THEREON. MEMORANDUM OF AGREEMENT WAS RECORDED ON MAY 14, 2007 AT THE MARICOPA COUNTY RECORDER'S OFFICE AT
DOCUMENT NO. 2007-0559322. THE PROPERTIES INVOLVED IN THIS PLAT ARE SUBJECT TO THIS AGREEMENT. THE 175TH AVENUE DATA: OLIVE AVENUE DATA:
EASEMENTS ARE PROVIDED FOR THE PURPOSE SHOWN HEREON. DEPUTY DIRECTOR DATE AGREEMENT AND THIS PLAT, INCLUDING ANY AND ALL DEDICATIONS THEREIN, HEREBY PRESERVE MWD'S PRIOR AND
PLANNING & DEVELOPMENT DEPARTMENT SUPERIOR RIGHTS OF ACCESS TO AN USE OF EXISTING AND FUTURE MWD FACILITIES AND MWD PROPERTY INTERESTS, CLASSIFICATION: COLLECTOR CLASSIFICATION: ARTERIAL
AS INDICATED IN THE TRACT AREA AND USE TABLES, ALL TRACTS LISTED IN THE TABLE ARE HEREBY AS SUCH TERMS ARE DEFINED IN THE AGREEMENT, TO ENABLE MWD TO ACCOMPLISH ALL OF MWD'S PURPOSES, DESIGN SPEED: 45 MPH DESIGN SPEED: 55 MPH
DECLARED AS COMMON AREA FOR THE PURPOSES SHOWN AND FOR THE USE AND ENJOYMENT OF THE LOT POSTED SPEED: 35 MPH POSTED SPEED: 45 MPH
INCLUDING, BUT NOT LIMITED TO, THE TRANSMISSION AND DISTRIBUTION OF WATER, WASTEWATER, POWER AND
OWNERS AS MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS CERTIFICATE OF COUNTY ASSESSOR: COMMUNICATIONS, AND TO CONSTRUCT, RECONSTRUCT, OPERATE, MAINTAIN AND REPLACE THOSE MWD FACILITIES AND 173RD AVENUE DATA:
FOR "ENCLAVE ON OLIVE" RECORDED AS INSTRUMENT NO ___________________, M.C.R. AND WILL BE OWNED I, THE UNDERSIGNED, AS A DEPUTY COUNTY ASSESSOR, MARICOPA COUNTY, ARIZONA, DO MWD PROPERTY INTERESTS. THE AGREEMENT IS ON FILE AT THE OFFICES OF LANDOWNER AT MERITAGE HOMES OF CLASSIFICATION: COLLECTOR
AND MAINTAINED BY THE "ENCLAVE ON OLIVE'S HOMEOWNERS' ASSOCIATION". DWELLING UNITS SHALL NOT BE HEREBY CERTIFY THAT AS OF THIS DATE THE RECORDS OF THIS OFFICE REFLECT THAT ARIZONA, INC., AN ARIZONA CORPORATION, 8800 E. RAINTREE DRIVE, SUITE 300 SCOTTSDALE, ARIZONA 85260, AND MAY DESIGN SPEED: 45 MPH
CONSTRUCTED ON SAID TRACTS. MERITAGE HOMES OF ARIZONA, INC., AN ARIZONA CORPORATION, AS DESIGNATED ON THE BE REVIEWED AS TO ALL DETAILS, WITH PARTICULAR REFERENCE TO SECTION 7 AND SECTION 9, UPON REASONABLE POSTED SPEED: 35 MPH
PLAT IS OWNER OF THE PROPERTY AS SHOWN ON PLAT AND MORE PARTICULARLY REQUEST.
THE "ENCLAVE ON OLIVE'S HOMEOWNERS' ASSOCIATION" WILL HAVE THE RESPONSIBILITY FOR MAINTAINING THE SURVEYOR CERTIFICATION:
DESCRIBED AS ASSESSOR'S PARCEL NUMBERS: PORTION OF APNS # 503-83-109 THROUGH
COMMON AREAS AS SHOWN AS TRACTS, INCLUDING LANDSCAPING AND DRAINAGE FACILITIES IN ACCORDANCE 147 DATE THIS DAY OF , 2021 I, JAMES A. LOFTIS, A DULY REGISTERED PROFESSIONAL LAND
WITH THE APPROVED PLANS.
SURVEYOR IN THE STATE OF ARIZONA, DO HEREBY CERTIFY THAT
MARICOPA COUNTY MUNICIPAL WATER CONSERVATION DISTRICT NUMBER ONE, A
THE SUBDIVISION PLATTED HEREON, CONSISTING OF ( 6 ) SHEETS,
IN WITNESS WHEREOF: POLITICAL SUBDIVISION OF THE STATE OF ARIZONA ("MWD")
DEPUTY COUNTY ASSESSOR DATE HAS BEEN PREPARED FROM A SURVEY MADE UNDER MY DIRECT
SUPERVISION ACCURATELY REPRESENTS THE PROPERTY
THAT MERITAGE HOMES OF ARIZONA, INC., AN ARIZONA CORPORATION, AS OWNER, HAS HEREUNTO CAUSED ITS
DESCRIBED HEREON. I FURTHER CERTIFY THAT THE EXTERIOR
NAME TO BE SIGNED AND THE SAME TO BE ATTESTED BY THE UNDERSIGNED OFFICER, THEREUNTO DULY CERTIFICATE OF COUNTY TREASURER: ATTEST:
BOUNDARIES OF SAID SUBDIVISION ARE OR WILL BE MONUMENTED
AUTHORIZED
IN ACCORDANCE WITH THE "ARIZONA BOUNDARY SURVEY MINIMUM
THIS DAY OF , 2021. BY: BY:
I, THE UNDERSIGNED, AS A DEPUTY TREASURER, MARICOPA COUNTY, ARIZONA, DO HEREBY STANDARDS", AND THAT THE SIZE, LOCATION AND MATERIAL AS
CHRISTINE CAIN GLEN VORTHERMS
BY: MERITAGE HOMES OF ARIZONA, INC., AN ARIZONA CORPORATION CERTIFY THAT AS OF THIS DATE THE RECORDS OF THIS OFFICE REFLECT THAT THERE SHOWN HEREON ARE ACCURATE AS OF THE DATE OF THIS
ITS: PROPERTY & ITS: ASSISTANT SECRETARY
ITS: OWNER ARE NO TAX LIENS ON ANY OF THE PARCELS COMPRISING THE PLAT AS LISTED IN THE CERTIFICATION. MONUMENTS SHOWN ACTUALLY EXIST AND THAT
CONTRACTS MANAGER
ASSESSOR'S CERTIFICATION WITH THE FOLLOWING EXCEPTIONS: THEIR POSITIONS ARE CORRECT AND ACCURATE AS SHOWN; AND
THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY
MERITAGE HOMES OF ARIZONA, INC., AN ARIZONA CORPORATION
BY: TO BE RETRACED. ALL LOT CORNERS HAVE BEEN OR WILL BE
NAME DATE PERMANENTLY SET BY COMPLETION OF CONSTRUCTION.
DEPUTY COUNTY TREASURER DATE
BY:
ITS:
1/25/21
ITS:
REGISTERED LAND SURVEYOR DATE
BOARD OF SUPERVISORS:
FLOODPLAIN NOTE:
E D L A N D S
ACKNOWLEDGEMENT: APPROVED BY THE BOARD OF SUPERVISORS OF MARICOPA COUNTY, ARIZONA ON THIS ACCORDING TO THE FLOOD INSURANCE RATE MAP, MAP NUMBER 04013C1660L, DATED OCTOBER 16, 2013, THE SUBJECT T E R T I F I C A T E U R V
GI S E R N O E
DAY OF , 2021. PROPERTY IS LOCATED IN ZONE X SHADED: E C . Y O
STATE OF ARIZONA ) R R
26404
) SS JAMES A.
ZONE X SHADED IS DEFINED AS AREA OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AN AVERAGE DEPTH OF LOFTIS .
COUNTY OF MARICOPA ) ATTESTED BY: LESS THAN 1-FT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREA PROTECTED BY LEVEES FROM D A T 1/25/21 . .. . ..
CHAIRMAN OF THE BOARD CLERK OF THE BOARD 100-YEAR FLOOD. A E SI G N E D .. . .. . . .. . .. . A.
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF R I Z O U . S
N A , S2020026
, 2021, BY , OF MERITAGE HOMES OF
ARIZONA, INC., AN ARIZONA CORPORATION AS LEGAL OWNER OF THE PROPERTY PLATTED HEREON AND
ACKNOWLEDGED THAT HE, AS SUCH OFFICER, BEING DULY AUTHORIZED SO TO DO, EXECUTED THE FOREGOING PROJECT NO.
COVER SHEET 3 ENGINEERING, LLC
INSTRUMENT FOR THE PURPOSES HEREIN CONTAINED.
6370 E. THOMAS ROAD 5083
IN WITNESS WHEREOF: I HEREUNTO SET MY HAND AND OFFICIAL SEAL. FINAL PLAT FOR 3 engineering SUITE # 200
DATE: 1/25/21
SCOTTSDALE, AZ 85251
BY: MY COMMISSION EXPIRES: ENCLAVE SHEET NO.
planning civil engineering surveying PHONE: (602) 334-4387 PT01
NOTARY PUBLIC DATE
ON OLIVE FAX: (602) 490-3230 1 of of 6 6
COPYRIGHT COPYRIGHT 2017 2017 3 3 ENGINEERING, ENGINEERING, LLC LLC

APN
CURVE TABLE 502-09-954
NO. RADIUS ARC DELTA CHORD-BEARING CHORD APN 502-09-955D APN APN SHEET SHEET ROBIN/TIMOTHY
502-83-324 APN 502-09-955B 502-09-955E SOLHEIM APN 502-09-956
1 30.00 47.33 090 23'54" N44 45'40.0"W 42.57 LOT AREA TABLE LOT AREA TABLE MCMWCD1 BROOKS HICKMOND SILVA JOSEPH PT04 PT05 ZONING - TISHA/MATTHEW ROMERO
2 25.00 39.10 089 36'06" N45 14'20.0"E 35.23 R1-6 RUPD R1-6 RUPD ZONING - ZONING - RU-43 ZONING WALKER - EATON RU-43 ZONING - RU-43
R1-8 ZONING -
3 25.00 39.27 090 00'00" S44 57'37.0"E 35.36 RU-43 RU-43
LOT WIDTH @ LOT WIDTH @ SEE SEE
4 25.00 11.96 027 24'36" S13 44'41.0"W 11.85 AREA AREA 10-FT AREA AREA 10-FT
5 50.00 126.38 144 49'13" S44 57'37.5"E 95.32 LOT NO. (SF) (AC) SETBACK (FT) LOT NO. (SF) (AC) SETBACK (FT) TRACT "B"
6 25.00 11.96 027 24'37" N76 20'04.5"E 11.85 1 5,741 0.13 45.92' 96 5,175 0.12 45.00'
7 25.00 15.37 035 13'33" S72 20'51.0"E 15.13
2 5,138 0.12 45.06' 97 5,175 0.12 45.00'
8 30.00 21.12 040 20'27" S69 52'09.0"W 20.69 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 TRACT "B"
3 5,415 0.12 45.00' 98 5,175 0.12 45.00'
9 30.00 46.96 089 41'00" S45 11'53.0"W 42.31
10 30.00 21.12 040 20'27" N69 47'24.0"W 20.69 4 5,406 0.12 45.00' 99 5,175 0.12 45.00'
18
11 25.00 15.37 035 13'33" N72 25'36.0"E 15.13 5 5,392 0.12 45.00' 100 5,175 0.12 45.00' T S
12 25.00 11.96 027 24'36" S76 15'19.0"E 11.85 6 5,378 0.12 45.00' 101 5,175 0.12 45.00' U R TRACT "M" W. SUNNYSLOPE LANE 40
13 50.00 126.38 144 49'13" N45 02'22.5"E 95.32 7 5,364 0.12 45.00' 102 5,175 0.12 45.00' 1D T . 17
14 25.00 11.96 027 24'37" N13 39'55.5"W 11.85 8 5,349 0.12 45.00' 103 5,175 0.12 45.00' 0 V E 3 -4 41
15 25.00 11.96 027 24'36" N13 44'41.0"E 11.85 -0 R U 16 178 177176175174173172 171170 169 168167166165164163162 161
9 5,335 0.12 45.00' 104 5,175 0.12 45.00' 8 I R " 42
16 50.00 126.38 144 49'13" N44 57'37.5"W 95.32 -0 T - " TRACT "L" "D"
10 5,292 0.12 45.00' 105 5,175 0.12 45.00' 2 R "M TRACT "K" "M C L
17 25.00 11.96 027 24'37" S76 20'04.5"W 11.85 0 O G 15 7 L
18 25.00 11.96 027 24'36" N76 15'19.0"W 11.85 11 5,279 0.12 45.00' 106 5,151 0.12 45.00' 5 F IN "B" 43 5 , 3 -4
19 50.00 126.38 144 49'13" S45 02'22.5"W 95.32 12 5,265 0.12 45.00' 107 5,151 0.12 45.00' N N O N O TRACT TRACT TRACT -9 E R U
P C Z 14 44 9 O R
20 25.00 11.96 027 24'37" S13 39'55.5"E 11.85 13 5,251 0.12 45.00' 108 5,175 0.12 45.00' A K TRACT 143 144145146147148149150 151 152 153154155156157158159160 -0 M -
N 2 E
21 25.00 39.27 090 00'00" S45 02'23.0"W 35.36 14 5,237 0.12 45.00' 109 5,175 0.12 45.00' A 13 0 N G
R 45 5 N IN
22 25.00 39.44 090 23'54" N44 45'40.0"W 35.48 15 5,223 0.12 45.00' 110 5,175 0.12 45.00' F E N
N
23 25.00 39.27 090 00'00" N44 57'37.0"W 35.36 12 P I-F O
16 5,209 0.12 45.00' 111 5,175 0.12 45.00' TRACT "M" W. MISSION LANE LANE 46 A Z
24 25.00 39.27 090 00'00" N45 02'23.0"E 35.36 C
17 5,019 0.12 45.02' 112 5,175 0.12 45.00' C
25 25.00 39.27 090 00'00" S44 57'37.0"E 35.36 SEE SHEET 11
18 11,292 0.26 48.68' 113 5,175 0.12 45.00' 47
26 25.00 39.27 090 00'00" S45 02'23.0"W 35.36 N.173RD
27 25.00 39.27 090 00'00" N44 57'37.0"W 35.36 19 10,977 0.25 48.54' 114 5,175 0.12 45.00' PT04 10 142 141140 139138137136135 134 133 132 131130 129128127126125 48
174TH SEE SHEET
28 25.00 39.27 090 00'00" N45 02'23.0"E 35.36 20 5,041 0.12 45.00' 115 5,157 0.12 45.00' AVENUE
29 25.00 39.27 090 00'00" S44 57'37.0"E 35.36 21 5,175 0.12 45.00' 116 5,157 0.12 45.00' SEE SHEET TRACT "G" TRACT "H" N. TRACT "I" TRACT "J" 49 PT05
W. MISSION LANE
30 25.00 39.27 090 00'00" S45 02'23.0"W 35.36 22 5,175 0.12 45.00' 117 5,175 0.12 45.00' AVENUE LANE
PT03
31 25.00 39.27 090 00'00" N44 57'37.0"W 35.36 50
23 5,175 0.12 45.00' 118 5,175 0.12 45.00' SEE SHEET
32 25.00 39.27 090 00'00" N45 02'23.0"E 35.36 N.174TH 107108109110 111112113114 115 116 117118119120 121122123124
24 5,175 0.12 45.00' 119 5,175 0.12 45.00'
33 25.00 39.27 090 00'00" S44 57'37.0"E 35.36 51 PT06
34 25.00 39.27 090 00'00" S45 02'23.0"W 35.36 25 5,175 0.12 45.00' 120 5,175 0.12 45.00' 175TH 9
"B"
35 25.00 39.27 090 00'00" N44 57'37.0"W 35.36 26 5,175 0.12 45.00' 121 5,175 0.12 45.00' 52
36 25.00 39.27 090 00'00" N45 02'23.0"E 35.36 27 5,175 0.12 45.00' 122 5,175 0.12 45.00' N. 8 TRACT "M" W. SANNA STREET
TRACT
37 25.00 39.27 090 00'00" S44 57'37.0"E 35.36 28 5,175 0.12 45.00' 123 5,175 0.12 45.00' 7 53
38 25.00 39.27 090 00'00" S45 02'23.0"W 35.36 29 5,175 0.12 45.00' 124 5,151 0.12 45.00'
"A"
30 5,175 0.12 45.00' 125 5,151 0.12 45.00' 6 " 106 105104103102 101100 99 98 97 96 95 94 93 92 91 54
TRACT AREA AND USE TABLE "M "
31 5,175 0.12 45.00' 126 5,175 0.12 45.00' TRACT TRACT "F" TRACT "E" "M 55
TRACT AREA USE 32 5,175 0.12 45.00' 127 5,175 0.12 45.00' 5 TRACT "C"
TRACT
A 2.03 AC LANDSCAPE, RETENTION, DRAINAGE, PUE 33 5,175 0.12 45.00' 128 5,175 0.12 45.00' TRACT 56
4 AVENUE
B 3.73 AC LANDSCAPE, RETENTION, DRAINAGE, PUE, SEWER EASEMENT 34 5,175 0.12 45.00' 129 5,175 0.12 45.00' 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90
57
35 5,175 0.12 45.00' 130 5,175 0.12 45.00' 3
C 0.86 AC LANDSCAPE, RETENTION, DRAINAGE, PUE
36 5,175 0.12 45.00' 131 5,175 0.12 45.00'
D 0.38 AC LANDSCAPE, RETENTION, DRAINAGE, PUE 2 58
37 5,175 0.12 45.00' 132 5,175 0.12 45.00' 173RD
E 0.05 AC LANDSCAPE, DRAINAGE, PUE TRACT "M" W. EVA STREET
38 5,046 0.12 45.10' 133 5,157 0.12 45.00'
1 N.
F 0.05 AC LANDSCAPE, DRAINAGE, PUE 39 5,003 0.12 47.70' 134 5,157 0.12 45.00'
G 0.05 AC LANDSCAPE, DRAINAGE, PUE 40 5,133 0.12 45.00' 135 5,175 0.12 45.00' 74 73 72 71 70 69 68 67 AVENUE " 66 65 64 63 62 61 60 59
41 5,301 0.12 45.00' 136 5,175 0.12 45.00' "M
H 0.05 AC LANDSCAPE, DRAINAGE, PUE
42 5,392 0.12 45.00' 137 5,175 0.12 45.00'
I 0.05 AC LANDSCAPE, DRAINAGE, PUE TRACT
43 5,381 0.12 45.00' 138 5,175 0.12 45.00' N.174TH
J 0.05 AC LANDSCAPE, DRAINAGE, PUE 44 5,369 0.12 45.00' 139 5,175 0.12 45.00' TRACT "A" TRACT "B"
K 0.05 AC LANDSCAPE, DRAINAGE, PUE 45 5,358 0.12 45.00' 140 5,175 0.12 45.00' 200' SINGLE-STORY RESTRICTION
L 0.05 AC LANDSCAPE, DRAINAGE, PUE 46 5,347 0.12 45.00' 141 5,175 0.12 45.00'
47 5,336 0.12 45.00' 142 5,151 0.12 45.00'
M 7.15 AC PRIVATE ACCESSWAY, PUBLIC WATER & PUBLIC SEWER EASEMENT, W. OLIVE AVENUE
48 5,325 0.12 45.00' 143 5,151 0.12 45.00'
REFUSE COLLECTION, DRAINAGE, & EMERGENCY & SERVICE TYPE
49 5,313 0.12 45.00' 144 5,175 0.12 45.00'
VEHICLE ACCESS.
50 5,302 0.12 45.00' 145 5,175 0.12 45.00'
TOTAL 14.55 AC VALUES DIFFER SLIGHTLY FROM PRELIMINARY PLAT DUE TO SHEET SHEET
ADJUSTMENTS MADE DURING FINAL DESIGN AND LOT 51 5,291 0.12 45.00' 146 5,175 0.12 45.00' APN 502-10-007Y
COORDINATE GEOMETRY, AND FROM ADDING GATED ENTRIES. 52 5,280 0.12 45.00' 147 5,175 0.12 45.00' 502-10-973 APN APN 502-10-972G APN 502-10-972H PT03 PT06 SUNSET APN 502-10-976D APN
JASON/AMBER SAENZ LIVING TRUST WEAVER TRUST TARTESSO, LLC 502-10-976U MARCO DE
53 5,269 0.12 45.00' 148 5,175 0.12 45.00' MARTIN ZONING - RU-43 ZONING - RU-43 ZONING - R1-8 RANDY JAMES
LEGEND: AVERAGE LOT AREA PER ZUBER LA CRUZ
54 5,257 0.12 45.00' 149 5,175 0.12 45.00' ZONING - SEE SEE ZONING - ZONING -
SECTION LINE ZONING DISTRICT AREA: DWELLING UNIT: RU-43 RU-43 RU-43
55 5,246 0.12 45.00' 150 5,175 0.12 45.00'
R1-6 RUPD = 29.04 ACRES TOTAL LOTS = 178
EASEMENT LINE AREA OF LOTS: 21.50 AC 56 5,235 0.12 45.00' 151 5,175 0.12 45.00'
(AREA EXCLUDES EXISTING, & SITE SUMMARY TABLE
PROPOSED R/W) AREA OF OPEN SPACE: 7.40 AC 57 5,224 0.12 45.00' 152 5,175 0.12 45.00'
LOT/TRACT/ RIGHT-OF-WAY LINE NET AREA/DENSITY: TOTAL AREA: 28.90 AC 58 5,075 0.12 45.00' 153 5,175 0.12 45.00' A- GROSS AREA 40.20 AC
LOTS: 178
TOTAL LOTS = 178 AVERAGE LOT AREA PER DWELLING UNIT: 59 5,125 0.12 45.00' 154 5,175 0.12 45.00' B- TOTAL AREA OF LOTS (178 LOTS) 21.50 AC
BOUNDARY LINE NET AREA (GROSS-R/W): 36.05 AC. 28.90 AC/178 X 43560 = 7,072 SF/DU 60 5,175 0.12 45.00' 155 5,175 0.12 45.00' C- TOTAL AREA OF TRACTS (OPEN SPACE) 7.40 AC
NET DENSITY: 4.94 DU/AC. 61 5,175 0.12 45.00' 156 5,175 0.12 45.00'
ADJACENT PARCEL D- TOTAL AREA OF PRIVATE ACCESSWAY 7.15 AC
OR TIE LINE GROSS AREA/DENSITY: 62 5,175 0.12 45.00' 157 5,175 0.12 45.00'
E- TOTAL AREA OF PUBLIC R/W 4.15 AC
TOTAL LOTS = 178 63 5,175 0.12 45.00' 158 5,175 0.12 45.00'
CENTERLINE GROSS AREA: 40.20 AC. F- GROSS DENSITY 4.43 DU/AC
64 5,175 0.12 45.00' 159 5,175 0.12 45.00'
GROSS DENSITY: 4.43 DU/AC. YARD G- NET DENSITY 4.94 DU/AC
EX. RIGHT-OF-WAY LINE 5' SIDE 65 5,175 0.12 45.00' 160 5,151 0.12 45.00'
H- AVERAGE LOT AREA PER DWELLING UNIT 7,072 SF/DU
66 5,175 0.12 45.00' 161 5,151 0.12 45.00'
EX.EASEMENT LINE
67 5,175 0.12 45.00' 162 5,175 0.12 45.00'
RESIDENTIAL UNIT PLAN OF DEVELOPMENT
SECTION MONUMENT (1) 68 5,175 0.12 45.00' 163 5,175 0.12 45.00'
YARD YARD DISTRICT STANDARDS
20' YARD FRONT YARD 69 5,175 0.12 45.00' 164 5,175 0.12 45.00' SCALE: 1"= 120'
SUBDIVISION CORNER MONUMENT 1/2" REBAR R1-6 TO R1-6 (RUPD) COMPARISON TABLE
REAR YARD 70 5,175 0.12 45.00' 165 5,175 0.12 45.00'
(UNLESS OTHERWISE NOTED) 20' REAR SIDE 20' REAR STREET AS APPROVED WITH Z2018049
(SET AFTER CONSTRUCTION UNLESS OTHERWISE 5' 71 5,175 0.12 45.00' 166 5,175 0.12 45.00' 0' 60' 120' 240'
NOTED) 72 5,175 0.12 45.00' 167 5,175 0.12 45.00' R1-6 R1-6
REGULATION
73 5,175 0.12 45.00' 168 5,175 0.12 45.00' STANDARD RUPD KEY MAP
PUE PUBLIC UTILITY EASEMENT
74 5,175 0.12 45.00' 169 5,175 0.12 45.00' 30'/ 30' (20' WITHIN 200' OF THE CENTERLINE OF OLIVE
5' MAX. HEIGHT
SWE SIDEWALK EASEMENT 5' SIDE YARD 1' VNAE 75 5,151 0.12 45.00' 170 5,175 0.12 45.00' 2 STORIES AVENUE) - 2 STORIES
SIDE YARD 10' 76 5,175 0.12 45.00' 171 5,175 0.12 45.00' MIN. FRONT YARD 20' 10' - SIDE LOAD GARAGE OR LIVABLE AREA OF DWELLING
R/W RIGHT-OF-WAY CORNER
5' LOT SIDE YARD 77 5,175 0.12 45.00' 172 5,175 0.12 45.00' UNIT, 18' FRONT ENTRY GARAGE
VNAE VEHICULAR NON-ACCESS EASEMENT SIDE YARD 78 5,175 0.12 45.00' 173 5,175 0.12 45.00'
MIN. SIDE YARD 5' 5'
25' 79 5,175 0.12 45.00' 174 5,175 0.12 45.00'
C1 CURVE NUMBER
80 5,175 0.12 45.00' 175 5,175 0.12 45.00' MIN. STREET SIDE YARD 10' 10'
STREET MONUMENT - BRASS CAP PER MAG YARD YARD 25' 81 5,175 0.12 45.00' 176 5,175 0.12 45.00'
120-1 TYPE B - UNLESS OTHERWISE NOTED MIN. REAR YARD 25' 20'
TO BE SET AT COMPLETION OF CONSTRUCTION 82 5,175 0.12 45.00' 177 5,175 0.12 45.00'
1 MIN, LOT AREA 6,000 sf 5,000 sf
FRONT FRONT SIGHT VISIBILITY 83 5,175 0.12 45.00' 178 5,151 0.12 45.00'
MCR MARICOPA COUNTY RECORDS (1) (1) STREET TRIANGLE (SVT) AND 84 5,175 0.12 45.00' TOTAL: 936,413 SF, 21.50 AC MIN. LOT WIDTH 60' 45'
(SWE - SIDEWALK
MAG MARICOPA ASSOCIATION OF GOVERNMENTS EASEMENT WHERE 85 5,175 0.12 45.00' VALUES DIFFER SLIGHTLY FROM PRELIMINARY PLAT DUE TO AVERAGE LOT AREA
R1-6 RUPD SHOWN ON PLAT) 6,000 sf 6,000 sf
TYPICAL SETBACKS 86 5,175 0.12 45.00' ADJUSTMENTS MADE DURING FINAL DESIGN AND LOT COORDINATE PER DWELLING UNIT
APN ASSESSOR'S PARCEL NUMBER GEOMETRY, AND FROM ADDING GATED ENTRIES.
NTS 87 5,175 0.12 45.00' MAX. LOT COVERAGE 50% 55%
SF SQUARE FEET = ALL STREET CORNERS SHALL HAVE A 25' X 25' MINIMUM 88 5,175 0.12 45.00' S2020026
SIGHT VISIBILITY TRIANGLE (SVT) EASEMENT. ALL STREET CORNERS 89 5,175 0.12 45.00' L A N
AC ACRE WILL MAINTAIN A CLEAR-SIGHT VISIBILITY TRIANGLE. E R E D D S U
90 5,151 0.12 45.00' S T R T I F I C A T E R V PROJECT NO.
(1) - 10' SIDE LOAD GARAGE/LIVABLE, 18' FRONT FACING GARAGE GI C E N O E Y KEYMAP COVER & SHEET TABLES 3 ENGINEERING, LLC
EX EXISTING 91 5,151 0.12 45.00' E . O
R 26404 R 6370 E. THOMAS ROAD 5083
THERE SHALL BE A MINIMUM OF 18' X 18' DRIVEWAY FROM LOT LINE TO THE 92 5,175 0.12 45.00' JAMES A. FINAL FINAL PLAT PLAT FOR FOR SUITE # 200
BK & PG BOOK & PAGE FACE OF BUILDING. 93 5,175 0.12 45.00' D LOFTIS . .. . 3 engineering DATE: 1/25/21
A T E 1/25/21 .. . .. SCOTTSDALE, AZ 85251
(R) RECORD 94 5,175 0.12 45.00' A SI G N E D .. . .. . . .. . A. ENCLAVE ENCLAVE SHEET NO.
95 5,175 0.12 45.00' R I Z O N A , U . S . planning civil engineering surveying PHONE: (602) 334-4387 PT02
1 SVT (WITH SWE WHERE APPLICABLE AND AS LABLED PROPOSED OR EXISTING) ON ON OLIVE OLIVE FAX: (602) 490-3230
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5.03'
40' 25' 25'
TRACT "B"
1
C 2 77.75' 34.24' C 2
2
34' SWE
PUE 34' 1
59.18' 1 SWE 8' SEE SHEET PT04
180.00'
TRACT "M" 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 25' 25' 45.00'
193.16' 8' PUE 1' VNAE 1' VNAE
SET BRASS 34' 11.38'
CAP MAG STD 58.83' 34' W. MISSION LN. "G" 10' 8' PUE
DTL 120 1 SWE
TYPE B " "I"
C 2 78.57' 34.24' C TRACT "H" 174TH "M
TRACT "A" 3 25' 110.00' 107 115.00' 108 115.00' 109 115.00' 110 115.00' 111 115.00' 112 115.00' 113 115.00' 114 115.00' 115 110.96' AVENUE 110.96' 116 115.00'
TRACT TRACT
TRACT
PUE 5.03' 131.00' N.
117.90' VNAE 1' VNAE 11.38'
8'
45.00' SWE 9 1' 40.00' 25' 23.18' 1 SWE PUE 24.86' 25' 25' 24.86'
1 16.09' 14.41'
8' 14.41'
118.72' C 2 30.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 31.38' C 3 0 C 3 31.38'
7 1
45.00' 8 45.00' 25' TRACT "M" 1 SWE SWE 1 25'
476.38'
8' PUE
25' W. SANNA STREET 25'
119.03'
2 4 30.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 162.76'
45.00' 7 45.00' C
T 30' 10.13' 16.09' 1 SWE PUE
S
U R/W 25' 23.18' 8'
R 119.35'
T
1D . 3 "F"
0 V -4 45.00' 6 45.00' 110.00' 106 115.00' 105 115.00' 104 115.00' 103 115.00' 102 115.00' 101 115.00' 100 115.00' 99 115.00'
E
-0 R U TRACT
8 I R 8' PUE LANE
-0 T - "
2 R AVENUE 119.66' "M 1' VNAE 1' VNAE
0 O G
5 F IN 45.01' 5 45.00'
N N TRACT 174TH
N O O
P C Z 280.00' 180.00' TRACT "C"
A K 175TH N. 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00'
N 119.97'
A 8' PUE
R F N. 45.00' 4 45.00' 10'
PT06
547.98' 110.00'
120.28' 75 115.00' 76 115.00' 77 115.00' 78 115.00' 79 115.00' 80 115.00' 81 115.00' 82 115.00'
35.89'
716.02' 45.00' 3 SHEET
1' VNAE 25' 25' 23.18' SWE PUE
9.32' 4 16.09' 1
C 8' SEE
118.88' 2.64'
' C 2 30.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 162.76'
4 3
45.00' 2 . 0
4 25' 25'
4 TRACT "M"
116.48' 511.56'
2 25' 25' 25'
9 C W. EVA STREET
45.00' 1 . 8 2 5 C 6 C C 1 1
VNAE ' 7 SWE
50.45' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 1
1' 121.22' 5 2 . 5 2 '
PUE 1 SWE 35.58' 35.58'
24.34' 14.42'
8'
S22°12'27"W
8' PUE
/SWE
260-261; 115.00' 74 115.00' 73 115.00' 72 115.00' 71 115.00' 70 115.00' 69 115.00' 68 115.00' 67 115.00' "
253-257; "B"
"M
373-376;
PG.
35' 40' 8' PUE PG. 8' PUE TRACT AVENUE TRACT
R/W R/W TRACT "A" 595-596; PG. 9072, 1' VNAE /SWE
9072, VNAE 1' VNAE
PG. 3632, DKT. 1'
DKT. 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 189.29' 179.29'
404,
DKT. 296.00' 174TH
LTD.
PG. BK. 93-97; 258-259;
389; 06-0999049
20' 20' 40' MWD 40' LATERAL 8 SUBLATERAL D 22, N.
EXTENSION EASEMENT BK 287, PG. ROMOLA TITLE, PG. PG. PG.
282-287, BK 24, PG. 3 BK.
PER M.C.R. FEE 1100, 4739, 9072, NO.
MWD PUE 35.58'
1 SWE 33' FEE 15, MWD DKT. DKT. DKT. M.C.R. 8' 1 SWE
C C 8 35.58' C 1 0
1 583.93'
1199.73' SWE
R/W 1
75'
70'
R/W
W. OLIVE AVENUE
70' SCALE: 1"= 40'
709.63'
S. ‚ COR. SEC. 26. SET SET BRASS 0' 20' 40' 80'
R/W
FOUND BRASS CAP IN APN 502-10-007Y CAP MAG STD
40' R/W HANDHOLE 40' SUNSET TARTESSO, LLC DTL 120
SEE SHEET 2 FOR ZONING - R1-8 TYPE B
ZONING CHART
BK. S2020026
LTD. BK. 9 E D L A N D
SEE SHEET 2 APN 502-10-973 APN 502-10-972G PER M.C.R. APN 502-10-972H T E R T I F I C A T E S U R V
FOR LOT AREAS JASON/AMBER SAENZ LIVING TRUST PER M.C.R. MWD PG. WEAVER TRUST GI S C E R N O . E Y COVER PLAT SHEET SHEET 3 ENGINEERING, LLC PROJECT NO.
MARTIN ZONING - RU-43 MWD ROMOLA PG. LATERAL ZONING - RU-43 R E 26404 O R 6370 E. THOMAS ROAD 5083
20' ROW 14, 35,
ZONING - RU-43 33' FEE 17, 27, JAMES A. . FINAL FINAL PLAT PLAT FOR FOR 3 engineering SUITE # 200
SEE SHEET 2 FOR D A LOFTIS .. . .. DATE: 1/25/21
T E 1/25/21 . .. . SCOTTSDALE, AZ 85251
CURVE DATA A SI G N E D .. . .. . . .. . A. ENCLAVE ENCLAVE SHEET NO.
R I Z O N A , U . S planning civil engineering surveying PHONE: (602) 334-4387 PT03
ON ON OLIVE OLIVE FAX: (602) 490-3230 3 of of 6 6
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E ‚ COR. SEC. 26
CENTER OF SEC. 26
FOUND BRASS CAP
FOUND ALUMINUM CAP
IN HANDHOLE
2652.25'
Y
OTH RU-43
502-09-954 EIM
-
1317.40' APN 502-09-955D APN 502-09-955E ROBIN/TIM SOLH
APN 502-83-324 APN 502-09-955B SILVA WALKER JOSEPH EATON ONING
MCMWCD1 NW COR., SW‚, SE BROOKS HICKMOND ZONING - RU-43
1/4, SEC. 26. SET ZONING - RU-43 APN
ZONING - R1-8 40' ZONING - RU-43 Z
BRASS CAP MAG STD
R/W
DTL 120 TYPE B
40.00' 1258.00'
551.22'
20' 20' TRACT "B"
40' MWD 40' LATERAL 8 SUBLATERAL D
EXTENSION EASEMENT BK 287, PG.
282-287, BK 24, PG. 3
152.48' 45.67' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00'
VNAE VNAE
2.22' 1' 1' VNAE 1' VNAE 1'
106.58' 30 31
19 20 115.00' 21 115.00' 22 115.00' 23 115.00' 24 115.00' 25 115.00' 26 115.00' 27 115.00' 28 115.00' 29 115.00' 115.00' 115.00'
TRACT "B"
169.31'
155.00'
PUE
10.06'
8'
. 4 4 ' 2 4 . 2 6
18 3 8 ' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 61.00' 45.00'
9 C 1 8
8 ' C 1 25' 25'
1 TRACT "M"
.
8
3
952.76'
25' 25'
W. SUNNYSLOPE LANE
'
106.88' 0
5 . 3 6 30.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 72.76' 45.00'
45.00' 5 C
17 2
0 SWE
2 16.09' 1 PUE
C
8.89' 25' 25' 23.18' 8'
115.59'
45.00' 45.00' 110.00' 115.00' 115.00' 115.00' 115.00' 115.00' 115.00' 115.00' 115.00' 115.00' 115.00' 169 115.00'
16 178 177 176 175 174 173 172 171 170
LANE "
T AVENUE
S "M
U 115.90' 8' PUE
R 601.38' PT05
T TRACT 1' VNAE 1' VNAE
1D . 3 45.00' 15 45.00' 174TH
0 V -4
E 175TH 280.00' 180.00'
-0 R U TRACT "D" SHEET
8 R N. 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00'
I
-0 T - N. 116.22'
2 R "L"
0 O G
5 F IN 45.01' 14 45.00' SEE
N N "B" TRACT
N O O
P C 8' PUE
A Z 110.00' 143 115.00' 144 115.00' 145 115.00' 146 115.00' 147 115.00' 148 115.00' 149 115.00' 150 115.00' 151 115.00' 115.00' 152 115.00'
K TRACT 116.53'
N
A
R 45.00' 13 45.00'
F
23.18' SWE PUE
30' 40' 8' PUE 25' 1
16.09'
R/W R/W 8'
1' VNAE 116.84'
C
3 30.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 72.76' 45.00'
5
45.00' 12 45.00'
25' 25'
TRACT "M"
10'
476.38'
117.16' 25' 25' 25'
W. MISSION LANE SWE 1 1 SWE
45.00' 11 45.00' 8 C 2
2 30.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 31.38' 2 3 31.38'
149.00' C 9 C
1 SWE PUE 14.41'
16.09' 14.41'
25' 8' 24.86' "
117.47' "G" 23.18' 25' "M 25' 24.86'
8' PUE 1' VNAE
45.00' 40.00'
VNAE 10 TRACT "H" TRACT "I"
110.00' 142 115.00' 141 115.00' 140 115.00' 139 115.00' 138 115.00' 137 115.00' 136 115.00' 135 115.00' 134 110.96' 174TH 110.96' 133 115.00'
40' 1' 117.28' 5.03' 25' 25' AVENUE
TRACT TRACT
N.
280.00'
1' VNAE 8' PUE 11.38'
180.00'
SWE 11.38' 180.00'
1' VNAE
180.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 25' 25' 45.00'
TRACT "M" 45.00'
SEE SHEET PT03
SCALE: 1"= 40'
0' 20' 40' 80'
SEE SHEET 2 FOR
ZONING CHART
S2020026
E D L A N D S
SEE SHEET 2 T E R T I F I C A T E U R V
GI S E R N O E COVER PLAT SHEET SHEET 3 ENGINEERING, LLC PROJECT NO.
FOR LOT AREAS E C . Y O
R 26404 R 6370 E. THOMAS ROAD 5083
JAMES A. FINAL FINAL PLAT PLAT FOR FOR 3 engineering SUITE # 200
SEE SHEET 2 FOR D LOFTIS . .. . DATE: 1/25/21
A T E 1/25/21 .. . .. SCOTTSDALE, AZ 85251
CURVE DATA A SI G N E D .. . .. . . .. . A. ENCLAVE ENCLAVE SHEET NO.
R I Z O N A , U . S . planning civil engineering surveying PHONE: (602) 334-4387 PT04
ON ON OLIVE OLIVE FAX: (602) 490-3230 4 of of 6 6
COPYRIGHT 2017 3 ENGINEERING, LLC

APN 502-09-956
APN 502-09-954
TISHA/MATTHEW ROMERO
ROBIN/TIMOTHY SOLHEIM NE COR., SW‚, SE
ZONING - RU-43
ZONING - RU-43 1/4, SEC. 26. SET
BRASS CAP MAG STD
DTL 120 TYPE B
30.00'
TRACT "B"
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00'
VNAE
1' 1' VNAE
31 32 33 34 35 36 37 38 106.74' 39 112.00'
115.00' 115.00' 115.00' 115.00' 115.00' 115.00' 115.00' 115.00'
8' PUE 30'
R/W
19.91'
14.48'
10.56'
4 1 . 1
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 8 ' 11.34'
C 1 7
25' 25' C 1
TRACT "M" 6 107.00' VNAE
' 16.69'
7 45.00'
3 . 40 1'
25' 25' 7
W. SUNNYSLOPE LANE 3
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 30.00' C 3 112.31'
7
SWE 5 16.58'
1 16.09' 1 45.00'
C 41
23.18' 25'
25'
17.79'
"K"
119.94'
115.00' 168 115.00' 167 115.00' 166 115.00' 165 115.00' 164 115.00' 163 115.00' 162 115.00' 161 110.00'
TRACT 45.00' 45.00'
42
PT04 8' PUE
280.00'
119.69' C
L
AVENUE 7 L 3
180.00' LANE 45.00' 45.00' 5 ,
43 -4
SHEET 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' " -9 E U
"M 9 R
O R
1' VNAE -0 M -
TRACT 173RD 119.44' 2 E
SEE 173RD 0 N G
45.00' 45.00' 5 N IN
44 E N
N. N
115.00' 153 115.00' 154 115.00' 155 115.00' 156 115.00' 157 115.00' 158 115.00' 159 115.00' 160 110.00' 1' VNAE N. P I-F O Z
A
C
8' PUE 119.19' C
45.00' 45.00'
PUE 23.18' 25' 45
SWE
8' 1
16.09' 10'
8
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 30.00' C 3 118.95'
25' 25'
TRACT "M" 45.00' 45.00'
46
476.38'
25' 25'
W. MISSION LANE "B"
118.70'
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 30.00' C 3
3 45.00' 45.01' TRACT
47
PUE SWE 16.09'
1 23.18' 25'
8'
118.45'
"J"
115.00' 132 115.00' 131 115.00' 130 115.00' 129 115.00' 128 115.00' 127 115.00' 126 115.00' 125 110.00' 45.00' 45.00'
48
TRACT
280.00'
1218.03'
1' VNAE
118.20'
8' PUE
180.00' 45.00' 45.00'
49
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 25' 25'
30'
SEE SHEET PT06
117.95'
SCALE: 1"= 40'
0' 20' 40' 80'
SEE SHEET 2 FOR
ZONING CHART
S2020026
E D L A N D S
SEE SHEET 2 T E R T I F I C A T E U R V
GI S E R N O E COVER PLAT SHEET SHEET 3 ENGINEERING, LLC PROJECT NO.
FOR LOT AREAS E C . Y O
R 26404 R 6370 E. THOMAS ROAD 5083
JAMES A. FINAL FINAL PLAT PLAT FOR FOR 3 engineering SUITE # 200
SEE SHEET 2 FOR D LOFTIS . .. . DATE: 1/25/21
A T E 1/25/21 .. . .. SCOTTSDALE, AZ 85251
CURVE DATA A SI G N E D .. . .. . . .. . A. ENCLAVE ENCLAVE SHEET NO.
R I Z O N A , U . S . planning civil engineering surveying PHONE: (602) 334-4387 PT05
ON ON OLIVE OLIVE FAX: (602) 490-3230 5 of of 6 6
COPYRIGHT 2017 3 ENGINEERING, LLC

SEE SHEET PT05
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 25' 25'
1' VNAE
117.95' 30'
8' PUE
10' 45.00' 45.00'
50
"J"
10'
115.00' 117 115.00' 118 115.00' 119 115.00' 120 115.00' 121 115.00' 122 115.00' 123 115.00' 124 110.00'
TRACT 117.70'
280.00'
45.00' 45.00'
51
PUE 23.18' 25'
8' 1 SWE
16.09'
4 117.45' "B"
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 30.00' C 3
45.00' 45.00'
25' TRACT "M" 25' 52 TRACT
476.38'
25' W. SANNA STREET 25' 117.20'
45.00' 45.00'
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 30.00' C 2 53
5
8' PUE
PUE 16.09'
8' 1 SWE 23.18' 25' 116.96'
45.00' 45.00'
54
115.00' 98 115.00' 97 115.00' 96 115.00' 95 115.00' 94 115.00' 93 115.00' 92 115.00' 91 110.00'
1' VNAE
116.71'
1' VNAE
8' PUE 45.00' 45.00' 1016.75'
55
10'
" LANE
180.00' "M AVENUE
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 280.00' 116.46'
PT03 1' VNAE TRACT 45.00' 45.00' C
173RD 56 L
7 L 3
"E" 173RD 5 , -4
N. -9 E U
SHEET 116.21' 9 R R
115.00' 83 115.00' 84 115.00' 85 115.00' 86 115.00' 87 115.00' 88 115.00' 89 115.00' 90 110.00' TRACT -0 O M -
N.
45.00' 45.00' 2 E
57 0 N G
SEE 5 N IN
N E N
PUE 23.18' 25' 25' 4 P I-F O
8' SWE 1 115.96' A Z
1 16.09' C C
6 ' C
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 30.00' C 2 0 5 58 VNAE 46.00'
.
5
25' 3 108.62' 1'
TRACT "M"
441.20' 25'
25' 3
W. EVA STREET C 1
C 1 2 '
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 25.09' 1 . 8 0 ESMT.
8
8' PUE 30'
PUE 9.08' R/W
1' VNAE 8' SEWER
260-261;
253-257;
25'
373-376;
115.00' 66 115.00' 65 115.00' 64 115.00' 63 115.00' 62 115.00' 61 115.00' 60 115.00' 59 PG.
108.77' PG.
595-596;
PG. 9072,
9072, E ‚ COR. SEC. 26
PLAT) PG. 3632, DKT. FOUND BRASS CAP
176.28' IN HANDHOLE
VNAE 1' VNAE EASEMENT 404, DKT.
DKT.
THIS LTD.
1' BK. 258-259; PG.
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 2017-0107000 93-97;
389; 06-0999049
PER 22,
DRAINAGE TITLE, PG. PG. PG. ROMOLA
BK.
TRACT "B" DOC. FEE 1100, 4739, 9072, NO. PER M.C.R.
30' (ABANDONED PUE MWD
PUE
EX. PER 8' MWD DKT. DKT. DKT. M.C.R. 33' FEE 15,
8'
151.84' 83.15'
344.39' TRACT "M" 271.41' C 9
R/W
R E D L A N D S
70' S T E R T I F I C A T E U R V
GI C E N O . E Y
R E O
70' 26404 R
R/W W. OLIVE AVENUE R/W JAMES A.
80' 70' SE COR. SEC. 26 D A T LOFTIS 1/25/21 . .. . .. . SCALE: 1"= 40'
620.24' 1329.87' FOUND BRASS CAP A E SI G N E D .. . .. . . .. . .. A.
IN HANDHOLE R I Z O N A , U . S .
SET BRASS SE COR., SW‚, SE 0' 20' 40' 80'
CAP MAG STD 40' APN 502-10-976D 1/4, SEC. 26. SET 40' R/W
DTL 120 40' R/W 50' R/W R/W MARCO DE LA CRUZ BRASS CAP MAG STD
SEE SHEET 2 FOR TYPE B ZONING - RU-43 DTL 120 TYPE B
ZONING CHART
BK. S2020026
LTD. BK. 9
SEE SHEET 2 APN 502-10-007Y PER M.C.R. APN 502-10-976U PROJECT NO.
FOR LOT AREAS PER M.C.R. MWD PG. RANDY JAMES ZUBER COVER PLAT SHEET SHEET 3 ENGINEERING, LLC
SUNSET TARTESSO, LLC MWD PG. LATERAL 5083
ZONING - R1-8 ROMOLA 20' ROW 14, 35, ZONING - RU-43 6370 E. THOMAS ROAD
33' FEE 17, 27, FINAL FINAL PLAT PLAT FOR FOR 3 engineering SUITE # 200
SEE SHEET 2 FOR DATE: 1/25/21
SCOTTSDALE, AZ 85251
CURVE DATA ENCLAVE ENCLAVE SHEET NO.
planning civil engineering surveying PHONE: (602) 334-4387 PT06
ON ON OLIVE OLIVE FAX: (602) 490-3230 6 of of 6 6
COPYRIGHT 2017 3 ENGINEERING, LLC