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Report to the Board of Supervisors Prepared by the Maricopa County Planning and Development Department Board Hearing Date: March 10, 2021 Case #/Title: S2020016 – Churchill South No. 2 – Lot 21 & Tract D Supervisor District: 4 Applicant/Owner: Tom Pender / SNT Investors LP Request: Replat of Lot 21 and Tract D, Churchill South No. 2 subdivision plat Site Location: Southwest corner of Montgomery Rd. and US 60 Highway in the Surprise area Site Size: Approximately 6.7 acres County Island Status: Yes (City of Surprise) Additional Comments: This replat will combine Lot 21 and Tract D as one lot. Staff considers this replat to be in substantial conformance with the recorded plat for Churchill South. No. 2 (S 79-30). The applicant has routed a copy of the plat to all of the municipalities within three miles of the subject site. There were no objections to the request raised by any of these municipalities. The plat meets all applicable subdivision requirements and zoning regulations of the C-3 CUPD zoning district (Z2020016). Recording fees will be furnished at the time of recordation of the plat. All requirements of the Maricopa County Department of Transportation, the Maricopa County Environmental Services Department, and the Drainage Review Division of Maricopa County Planning and Development have been met. Recommendation: Approval Presented by: Martin Martell, Planner Reviewed by: Darren Gerard, AICP, Planning Manager Attachments: Letter to the Board of Supervisors (1 page) Reduction of the Replat (2 pages) March 10, 2021 S2020016 Page 1 of 1 REPLAT OF CHURCHILL SOUTH NO.2 - LOT 21 AND TRACT D AS RECORDED IN BOOK 79 OF MAPS, PAGE 30, BEING A PORTION OF THE WEST HALF OF SECTION 19, T5N, R2W, G&SRBM, MARICOPA COUNTY, ARIZONA OWNER SHEET INDEX SMT Investors LP/etal SHEET 1- Plat Cover/Notes DEDICATION NOTES 1242 E. Jackson Street SHEET 2- Plat Details Phoenix, AZ 85034 Ph (602) 385-4170 STATE OF ARIZONA ) 1. This site consists of a total of 1 lot and 1 tract in the C-3 CUPD zoning district. )ss COUNTY OF MARICOPA ) 2. Replat is in substantial conformance with the final plat for Churchill South No. 2, except for the removal of BENCHMARK existing public right-of-way and Tract "D". Know All Men By These Presents: 2.5" aluminum cap at the Center of Section 19 marked "A Team LS 21765 C1/4 S19 T5N R2W". 3. There shall be no further division of land or delineation of parcels within the area of this subdivision plat GDACS Point number 31808 That SMT Investors LP, as owner has re-subdivided under the name of "REPLAT OF CHURCHILL without approval by the Board of Supervisors. SOUTH NO. 2-LOT 21 AND TRACT D", a re-subdivision of Lot 21 and Tract 'D' according to the plat Elevation = 1617.314 feet (NAVD 88 Datum) recorded in Book 79 of Maps, page 30, records of Maricopa County, Arizona, situated in Section 19, 4. This subdivision is located within the Sunrise Water Company and West End Water Company service area Township 5 North, Range 2 West of the Gila and Salt River Base and Meridian, Maricopa County, and has been designated as having an assured water supply. Arizona, as shown and platted hereon. SMT Investors LP, hereby publishes this plat as and for the BASIS OF BEARING plat of "REPLAT OF CHURCHILL SOUTH NO. 2-LOT 21 AND TRACT D" and hereby declares that said 5. Fire protection for this subdivision will be served by Wittman Fire District. A ‘Will Serve’ letter dated has been plat sets forth the location and gives the dimensions of the lots and easements constituting same, received from __________. Arizona Fire & Medical Authority, January 4, 2021 The basis of bearings shown hereon is the southwesterly right-of-way line of U.S. Highway 60-70-89, and that the lots and easements shall be known by the number or name given each respectively on being South 46° 37' 41" East per the legal descriptions. said plat and that SMT Investors LP, as owner, dedicates to the public for use as such, the 6. Development and use of this site will conform to all applicable maricopa county codes and ordinances. easements shown on said plat and included in the above described premises. 7. All new and relocated utilities shall be placed underground. By recordation of this replat, those portions of Mitchell Road and alleys indicated hereon are hereby FLOOD ZONE DESIGNATION abandoned as stated hereon. 8. All roads, private or public shall be designed and constructed to minimum county standards. the appropriate roadway dedication(s) shall be contained on the plat. This property lies in Flood Zone X-Shaded (areas of 0.2% annual chance of flood; areas of 1% annual In witness whereof: chance of flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; 9. No structure of any kind shall be constructed or any vegetation to be planted or be allowed to grow within and areas protected by levees from 1% annual chance flood) according to FIRM No. 04013C0769L as SMT Investors LP, as legal owner, has hereunto affixed its signature this ____________ day of any drainage easements which would impede the flow of water over, under or through the easement. published by FEMA on October 16, 2013. ___________________________, 2020. 10. All new landscape improvements installed by this subdivision within county right-ofway shall comply with MCDOT Roadway Design Manual. SMT Investors LP 11. All outdoor lighting will conform to the provisions of Section 1112 of the Maricopa County Zoning LEGAL DESCRIPTIONS Ordinance. By: PARCEL NO. 1: (503-48-052A) 12. Ingress/egress access and maintenance rights shall be granted to Maricopa County for all tracts dedicated on said plat for the purpose of inspection and maintenance of public drainage facilities adjacent to or within Lot 21, CHURCHILL SOUTH NO. 2, according to the plat recorded in Book 79 of Maps, page 30, records of said tracts. Maricopa County, Arizona, situated in Section 19, Township 5 North, Range 2 West of the Gila and Salt River Base and Meridian, Maricopa County, Arizona; CERTIFICATION OF COUNTY ASSESSOR EXCEPT that portion described as follows: ACKNOWLEDGMENT COMMENCING at a 1/2 inch rebar with tag #21080 marking the center of said Section 19, being South 0 I, the undersigned, as a Deputy County Assessor, Maricopa County, Arizona, do herby certify that as of this degrees 15 minutes 42 seconds West, 2643.32 feet from a 1/2 inch rebar with tag #21080 marking the date, the records of this office reflect that ______ and _______ as designated on the plat as owners of the North quarter corner of said Section 19; STATE OF ARIZONA ) )ss properties as shown on the plat and more particularly described as assessor parcel number(s) 503-48-052A Thence along the North-South midsection line of said Section 19, North 0 degrees 15 minutes 42 seconds East, COUNTY OF MARICOPA ) and 503-48-064A______________________. 250.04 feet to a line parallel with and 90.00 feet Southwesterly of the existing Southwesterly right-of-way line of Highway 60 (Wickenburg-Phoenix Highway) and the POINT OF BEGINNING; On this, the ________ day of _______________________ , 2020, before me the undersigned, __________________________________________________________________ ____________ Thence along said parallel line, North 46 degrees 37 minutes 41 seconds West, 228,16 feet; ___________________, appeared and acknowledged himself to be the vice president of SMT Deputy County Assessor Date 1 Thence South 43 degrees 22 minutes 19 seconds West, 100.00 feet to a point hereinafter called Point 'A'; Investors LP, and that he, as such officer, being duly authorized to do so, executed the foregoing Thence continuing South 43 degrees 22 minutes 19 seconds West, 172,00 feet to the Southwesterly line of Lot instrument for the purposes therein contained by signing in the name of the company by himself 21 and a point hereinafter called Point 'B'; as vice president. EXCEPTION Thence along said Southwesterly line, North 46 degrees 37 minutes 41 seconds West, 15.00 feet to the CERTIFICATION OF COUNTY TREASURER Southwest corner of said Lot 21; In witness whereof: Thence along the Northwesterly line of said Lot 21, also being the Southeasterly right-of-way line of I, the undersigned, as a Deputy County Treasurer, Maricopa County, Arizona, do herby certify that as of Montgomery Road, North 43 degrees 22 minutes 19 seconds East, 287.00 feet; I hereunto set my hand and official seal. this date the records of this office reflect that there are no tax liens on any of the parcels comprising the Thence continuing along said Northwesterly line, being a tangent curve to the right, having a radius of 20.00 plat, as listed in the Assessor’s Certification with the following exceptions: ____________________. feet, a length of 31.42 feet to the Northeasterly line of said Lot 21; Thence along said Northeasterly line of Lot 21, South 46 degrees 37 minutes 41 seconds East, 190.40 feet to __________________________________________________________________ ____________ said North-South mid-section line, also being the most Easterly Northeast corner of said Lot 21; Notary Public Date Deputy County Treasurer Date Thence along said North-South mid-section line and the East line of said Lot 21, South 0 degrees 15 minutes 42 seconds West, 47.94 feet to the POINT OF BEGINNING; EXCEPT all oil and gas, as reserved in the Patent recorded in Book 177 of Deeds, page 549. My Commission Expires BOARD OF SUPERVISORS There shall be no right or easement of access to the limited access highway to be constructed over and upon Approved by the Board of Supervisors of Maricopa County, Arizona on this _____________ day of _____ the Tract No. 2 right-of-way described above, provided, however, that access shall be permitted between the 2020. above said Point 'A' and Point 'B' to Montgomery Road. VICINITY MAP ______________________________________ Attested by: ___________________________________ PARCEL NO. 2: (503-48-064A) SECTION 19, T5N, R2W Chairman of the Board Clerk of the Board Tract 'D', of CHURCHILL SOUTH NO. 2, according to the plat recorded in Book 79 of Maps, page 30, records of Maricopa County, Arizona, situated in Section 19, Township 5 North, Range 2 West of the Gila and Salt River 2 1 LONE MOUNTAIN ROAD 3 Base and Meridian, Maricopa County, Arizona; S89°42'11"E 2543.76' S89°41'54"E 2640.80' CERTIFICATION EXCEPT that portion described as follows: 2643.33' I, Thomas L. Rope, hereby certify that the plat as shown hereon was prepared under my direct COMMENCING at a 1/2 inch rebar with tag #21080 marking the center of said Section 19, being South 0 2641.38' 2645.12' MONUMENT DESCRIPTIONS supervision during the month of June, 2020; That the the survey is true and complete as shown; That degrees 15 minutes 42 seconds West, 2643.32 feet from a 1/2 inch rebar with tag #21080 marking the U.S. the survey is mathematically correct; That all monuments shown actually exist or will be set as shown North quarter corner of said Section 19; 60 within one year of recordation; That their positions are correctly shown and that said monuments are Thence along the North-South mid-section line of said Section 19, North 0 degrees 15 minutes 42 seconds East, AVENUE AVENUE 1 NW COR SEC 19: FND GLO BRASS CAP IN HANDHOLE sufficient to enable the survey to be retraced. 250.04 feet; N00°15'33"E 2 Thence North 46 degrees 37 minutes 41 seconds West, 228.16 feet; S00°15'28"W 2 N1/4 COR SEC 19: FND 2" ALUMINUM CAP "MARICOPA COUNTY LS 21782" N00°19'36"E Thence South 43 degrees 22 minutes 19 seconds West, 292.00 feet to the Northeasterly line of said Tract 'D' EXCEPTION and the POINT OF BEGINNING; MONTGOMERY 3 NE COR SEC 19: FND BRASS CAP IN HANDHOLE E D L A N D R S Thence continuing South 43 degrees 22 minutes 19 seconds West, 69.70 feet; ROAD S T E R T I F I C A T E U R Thence North 46 degrees 37 minutes 41 seconds West, 15.00 feet to the Northwesterly line of said Tract 'D', 4 E1/4 COR SEC 19: FND BRASS CAP IN HANDHOLE G I C E N O . V E S89°39'34"E 2546.87' S89°39'34"E 2640.87' E 21081 Y also being the existing Southeasterly right-of-way line of Montgomery Road; 8 4 R THOMAS L. R O Thence along said Northwesterly line, North 43 degrees 22 minutes 19 seconds East, 69.70 feet to the 9 5 SE COR SEC 19: FND 3" BRASS CAP "MARICOPA COUNTY LS 21782" ROPE Northernmost corner of Tract 'D'; 1/4/2021 6 S1/4 COR SEC 19: FND 2" ALUMINUM CAP "MARICOPA COUNTY LS 21782" A R D a t e S i g n e d Thence along the Northeasterly line of said Tract 'D', South 46 degrees 37 minutes 41 seconds East, 15.00 feet SITE I Z O N A , U . S . A . to the POINT OF BEGINNING; 2637.94' 2643.90' 2640.28' GRAND 7 SW COR SEC 19: FND BRASS CAP IN HANDHOLE EXCEPT all oil and gas, as reserved in the Patent recorded in Book 177 of Deeds, page 549. 211TH 203RD 8 W1/4 COR SEC 19: FND BRASS CAP IN HANDHOLE AVENUE S00°15'25"W 9 CENTER SEC 19: FND 2.5" ALUMINUM CAP "A TEAM LS 21765 C1/4 S19" Drawn By: N00°23'37"E N00°15'33"E Thomas Rope Land Survey Services PLC 419.37'(R) Date: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . JUNE 2020 20651 W. Pasadena Avenue 7 N89°44'26"W 2553.06' N89°42'37"W 2640.98' 5 BRADLEY 6 ROAD Job No.: Buckeye, AZ 85396-1255 19083-R Phone No. 602.703.7010 Sheet No.: LandSurveyServices@cox.net CASE #S2020016 1 of 2 LINE MID-SEC HWY 60 OLD HWY 60-70 R/W GRAND AVENUE N-S E-W MID-SEC 2640.87' 90' LINE FND ADOT A.C. FND ADOT A.C. FND ADOT A.C. "STA 454+72.56" "STA 19+02.50" EXCEPTION 1 "STA 458+10.72" S46°37'41"E 109.78' N46°37'41"W (R&M) 228.16'(R) 228.47'(M) N46°37'41"W (R&M) 366.25' 25' X 25' SIGHT 1 VISIBILITY ESMT FND ADOT A.C. RESTRICTED ACCESS "STA 461+77.14" EXCEPTION DOC #2003-746314 S00°15'33"W S89°39'34"E DOC #2003-652475 APN 503-48-004 LEGEND DOC #2003-652476 LOT TRACT TABLE SMT INVESTORS LP Lot # Sq. Ft. Acres Width Zoning District SECTION CORNER 361.68'(M) 250.04'(R) 21 314,374 7.2170 506 Ft C-3 CUPD ADOT ALUMINUM CAP 2 NO. 30 FOUND 1/2" PIPE PG 249.93'(M) SITE SUMMARY TABLE SET REBAR W/CAP LS 21081 20 SOUTH 503-48-051 FOUNDATION MAPS, Square Ft Acreage MONUMENT AS NOTED LOT 79 APN ACCESS Gross Acreage 314,374 7.2170 (M) MEASURED CHURCHILL BOOK JEITO ROAD Total Lots Acreage 314,374 7.2170 Total Tracts Acreage 0 0 (R) RECORD #2003-746314 #2003-652475 #2003-652476 AREA CENTER SEC 19 Total Parcels Acreage 0 0 PERMITTED (M) FND 2.5" ALUM Total Right-of-way Acreage 0 0 PROPERTY LINE *ACCESS CAP "A TEAM LS Net (Groass Minus Right-of-way) 314,374 7.2170 21765 C1/4 S19" EASEMENT LINE DOC DOC DOC S43°22'22"W OF ABANDONMENT LINE PER PER PER *AREA (R) S43°22'19"W LOT 21 N 20' 20' ALLEY ABANDONED BY THIS PLAT GORDON 60' 2 WAY A.C. 15+40.80" EXCEPTION ADOT S00°15'33"W APN 503-48-005C FND "STA SMT INVESTORS LP FND ADOT A.C. "STA 15+40.80" 40 0 20 40 80 S46°48'10"E E-W S89°39'34"E 621.33' 15.10' 20' ( IN FEET ) MID-SEC ALLEY 1 inch = 40 ft. LINE ABANDONED 244.72' BY MONTGOMERY THIS 2 NO. 30 PLAT PG 'A' 580.77' SOUTH MAPS, 503-48-061U LLC TRACT 79 EADB CHURCHILL APN BOOK N43°19'27"E 40' E D L A N D T E R I F I C A T E S U R I S E R T N O V E E G C 21081 . Y 25' X 25' SIGHT R THOMAS L. R O VISIBILITY ESMT ROPE CENTERLINE INTERSECTION 40' ROADWAY ABANDONED BY THIS PLAT 1/4/2021 MITCHELL ROAD AND 40' A R D a t e S i g n e d MONTGOMERY ROAD 811.10' CENTERLINE MITCHELL RD I Z O N A , U . S . A . FND 1/2" PIPE SET 1/2" REBAR N46°37'48"W 851.10' FND 1/2" PIPE W/CAP LS 21081 40' 40' MITCHELL ROAD 40' Drawn By: Thomas Rope 40' 40' TRACT 'C' Land Survey Services PLC CHURCHILL SOUTH NO. 2 Date: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BOOK 79 MAPS, PG 30 JUNE 2020 20651 W. Pasadena Avenue APN 503-48-063A Job No.: Buckeye, AZ 85396-1255 RICHARD REITHAL 19083-R Phone No. 602.703.7010 LIVING TRUST Sheet No.: LandSurveyServices@cox.net CASE #S2020016 2 of 2