Approved PLZS-24-0024 CIRCLE K MC85 AND MONROE 4R.pdf
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5R PLZS-24-0024 RECEIVED JULY 1 2025 AL
Q:\JOBS\532 CK MC85 & Monroe Buckeye ALTA\DWGS\PLAT\532 CK MC85 & Monroe Buckeye Plat v7.dwg
Jun 24, 2025 - 10:13am
DEDICATION
STATE OF ARIZONA)
) ss
COUNTY OF MARICOPA )
KNOW ALL PERSONS BY THESE PRESENTS: THAT CIRCLE K STORES INC., A TEXAS CORPORATION, AS OWNER, HAS SUBDIVIDED
UNDER THE NAME CIRCLE K MC 85 & BUCKEYE RD, A SUBDIVISION LOCATED IN A PORTION OF THE NORTHEAST QUARTER OF
SECTION 5, TOWNSHIP 1 SOUTH, RANGE 3 WEST, MARICOPA COUNTY, ARIZONA AS SHOWN AND PLATTED HEREON AND DOES
HEREBY PUBLISH THIS PLAT AS AND FOR THE PLAT OF CIRCLE K MC 85 & BUCKEYE RD AND DECLARES THAT THIS PLAT
SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF EACH LOT, TRACT, STREET, AND EASEMENT CONSTITUTING SAME,
AND THAT EACH LOT, TRACT, STREET, AND EASEMENT SHALL BE KNOWN BY THE NUMBER, LETTER, AND/OR NAME GIVEN TO
EACH RESPECTIVELY AS SHOWN ON THIS PLAT.
OWNER HEREBY DEDICATES TO THE CITY OF BUCKEYE FEE TITLE TO ALL PUBLIC RIGHT—OF—WAYS AS SHOWN ON THE PLAT.
OWNER HEREBY GRANTS TO THE CITY OF BUCKEYE A NON-EXCLUSIVE EASEMENT OVER, UPON AND ACROSS THE AREAS
DESIGNATED AS PUBLIC UTILITY EASEMENTS AS SHOWN ON THE PLAT FOR THE PURPOSE OF INSTALLING, CONSTRUCTING,
MAINTAINING, REPAIRING, REPLACING AND UTILIZING PUBLIC UTILITIES.
OWNER HEREBY GRANTS TO THE CITY OF BUCKEYE A NON-EXCLUSIVE EASEMENT OVER, UPON AND ACROSS THE AREAS
DESIGNATED AS SIGHT VISIBILITY TRIANGLES FOR THE PURPOSE OF ENSURING THAT THESE AREAS REMAIN FREE OF SIGHT
VISIBILITY OBSTRUCTIONS AS PER THE ENGINEERING DESIGN STANDARDS.
OWNER HEREBY GRANTS TO THE ULTIMATE OWNER OF EACH PARCEL CREATED BY THIS PLAT, AN EASEMENT, OVER, UPON AND
ACROSS THE ENTIRE PLAT FOR THE PURPOSE OF PROVIDING CONTINUOUS AND UNINTERRUPTED INGRESS AND EGRESS TO
EACH PARCEL CREATED BY THIS PLAT.
OWNER HEREBY GRANTS TO THE UNITED STATES OF AMERICA DEPARTMENT OF THE AIR FORCE (“USAF”) AN AVIGATION
EASEMENT OVER AND ACROSS THIS PLAT AND EVERY LOT AND PARCEL THEREOF, WHICH EASEMENT SHALL INCLUDE, BUT NOT
BE LIMITED TO; THE RIGHT OF FLIGHT OF AIRCRAFT OVER THIS PLAT, TOGETHER WITH ITS ATTENDANT NOISE, VIBRATIONS,
FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND ALL OTHER EFFECTS THAT MAY BE CAUSED BY THE OPERATION OF
AIRCRAFT LANDING AT, OR TAKING OFF FROM OR OPERATING AT OR ON LUKE AIR FORCE BASE AND AUXILIARY FIELD.
OWNER DOES HEREBY (1) RELEASE AND DISCHARGE THE USAF AND THE CITY OF BUCKEYE, AND (2) INDEMNIFY, DEFEND, AND
HOLD HARMLESS THE CITY OF BUCKEYE, OF AND FROM ANY LIABILITY FOR ANY AND ALL CLAIMS FOR DAMAGES OF ANY KIND
TO PERSONS OR PROPERTY THAT MAY ARISE AT ANY TIME IN THE FUTURE OVER, OR IN CONNECTION WITH AIRCRAFT
OVERFLIGHTS FROM AIRCRAFT UTILIZING LUKE AIR FORCE BASE, WHETHER SUCH DAMAGE SHALL ORIGINATE FROM NOISE,
VIBRATION, FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND ALL OTHER EFFECTS THAT MAY BE CAUSED BY THE
OPERATION OF AIRCRAFT LANDING AT, OR TAKING OFF FROM, OR OPERATING AT OR ON LUKE AIR FORCE BASE. THIS
INSTRUMENT SHALL RUN WITH THE LAND AND BE BINDING UPON OWNER AND ITS HEIRS, ASSIGNS, AND SUCCESSORS IN
INTEREST TO THIS PLAT OR ANY PARCEL OR LOT THEREOF. THIS INSTRUMENT DOES NOT RELEASE THE USAF FROM LIABILITY
FOR DAMAGE OR INJURY TO PERSON OR PROPERTY CAUSED BY FALLING AIRCRAFT OR FALLING PHYSICAL OBJECTS FROM
AIRCRAFT, EXCEPT AS STATED HEREIN WITH RESPECT TO NOISE, FUMES, DUST, FUEL, AND LUBRICANT PARTICLES.
CIRCLE K STORES INC., A TEXAS CORPORATION, AS OWNER, DOES HEREBY; (1) RELEASE AND DISCHARGE THE CITY OF
BUCKEYE, AND (2) INDEMNIFY, DEFEND, AND HOLD HARMLESS THE CITY OF BUCKEYE, OF AND FROM ANY LIABILITY FOR ANY
AND ALL CLAIMS FOR DAMAGES OF ANY KIND TO PERSONS OR PROPERTY THAT MAY ARISE AT ANY TIME IN THE FUTURE
OVER, OR IN CONNECTION WITH THE AREAS LOCATED WITHIN THE NEWLY DEDICATED RIGHT—OF—WAY AS DEPICTED ON THIS
PLAT UNTIL SUCH TIME THE RIGHT-OF-WAY IS IMPROVED TO CITY STANDARDS AND THOSE IMPROVEMENTS ARE APPROVED AND
ACCEPTED BY THE CITY COUNCIL. THE MAINTENANCE OF THE AREA WITHIN ANY NEWLY DEDICATED RIGHT—OF—WAY AS SHOWN
ON THIS PLAT SHALL BE THE RESPONSIBILITY OF THE ADJACENT OWNER/OR SUBSEQUENT ADJACENT OWNERS WITHIN THE
BOUNDARY OF SAID PLAT UNTIL SUCH TIME THAT THE AREA WITHIN THE RIGHT-OF-WAY IS IMPROVED TO CITY STANDARD AND
ACCEPTED BY THE CITY OF BUCKEYE.
ALL IMPROVEMENTS, FOR STREETS AND PUBLIC UTILITIES OWNED AND OPERATED BY THE CITY, INSTALLED OR CONSTRUCTED
BY OWNER WITHIN THE PUBLIC RIGHT—OF-—WAYS, THE EASEMENTS, OR ANY TRACTS OR PARCELS HEREBY DEDICATED TO THE
CITY OF BUCKEYE SHALL BE DEEMED TO HAVE BEEN DEDICATED BY OWNER TO THE CITY UPON THEIR COMPLETION; HOWEVER,
SUCH TRANSFER SHALL NOT OCCUR UNTIL THE CITY OF BUCKEYE MANIFESTS ITS ACCEPTANCE BY SEPARATE FORMAL ACTION.
THE MAINTENANCE OF LANDSCAPING WITHIN THE ADJACENT PUBLIC RIGHT—OF—WAYS, INCLUDING; LANDSCAPED MEDIANS WITHIN
COLLECTORS AND LOCAL STREETS AND LANDSCAPED AREAS BETWEEN THE CURB AND THE DETACHED SIDEWALK, SHALL BE THE
RESPONSIBILITY OF THE ADJACENT PROPERTY OWNER OR THE PROPERTY ASSOCIATION FORMED BY THE ADJACENT PROPERTY.
THE EASEMENTS GRANTED WITHIN THIS DEDICATION ARE PERMANENT AND PERPETUAL AND SHALL RUN WITH THE LAND AND BE
BINDING UPON OWNER AND ITS HEIRS, ASSIGNS, AND SUCCESSORS IN INTEREST TO THIS PLAT OR ANY PARCEL OR LOT
THEREOF.
MINOR SUBDIVISION
CIRCLE K MC 85 & BUCKEYE ROAD
MARICOPA COUNTY, AZ
A PORTION OF THE NORTHEAST QUARTER OF SECTION 5,
TOWNSHIP 1 SOUTH, RANGE 3 WEST OF THE
GILA & SALT RIVER BASE & MERIDIAN, MARICOPA COUNTY, ARIZONA
OWNER / APPLICANT LAND SURVEYOR
CIRCLE K STORES INC.
1130 W WARNER RD BLDG B
TEMPE AZ 85284
HELIX ENGINEERING
5240 E UNION HILLS DR SUITE 113
PHOENIX, ARIZONA 85050
PARENT LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA, STATE OF ARIZONA, AND IS DESCRIBED
AS FOLLOWS:
THAT PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 1
SOUTH, RANGE 3 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, LYING SOUTH AND
EAST OF THE RIGHT-OF-WAY OF THE PHOENIX—YUMA HIGHWAY;
EXCEPT THAT PORTION CONDEMNED IN FINAL ORDER OF CONDEMNATION RECORDED IN RECORDING NO. 1992-—0014600,
RECORDS OF MARICOPA COUNTY, ARIZONA.
APN: 400-23-037B
PARCEL AREA
LOT 1 — NET LOT
LOT 2 — NET LOT
AREA: 155,131 S.F. / 3.561 ACRES AREA: 69,599 S.F. / 1.598 ACRES NET
BASIS OF BEARING
MONUMENT LINE OF MONROE AVE., FROM A BRASS CAP IN A HAND HOLE AT 7TH STREET, NORTH 89°26'30” EAST, 1331.51’
TO THE WEST BRASS CAP AT 9TH STREET PER BOOK 20 PAGE 28 MCR. (BOOK 1348 PAGE 37, MCR)
ALL RECORD(R) BEARINGS ARE BASED ON REFERENCED MAPS OF RECORD. ALL MEASURED(M) AND CALCULATED(C) ARE BASED
ON BASIS OF BEARINGS OF THESE PLATS.
FLOOD INSURANCE DESIGNATION
OWNERS SIGNATURE
IN WITNESS WHEREOF, OWNER HAS HEREUNTO CAUSED ITS CORPORATE NAME TO BE SIGNED AND ITS CORPORATE SEAL TO BE
AFFIXED BY THE UNDERSIGNED, DULY AUTHORIZED OFFICER THIS DAY OF , 20
CIRCLE K STORES INC., A TEXAS CORPORATION
BY:
ITS:
ACKNOWLEDGEMENT
STATE OF ARIZONA 3
3 SS
COUNTY OF MARICOPA }
ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, PERSONALLY APPEARED
, WHO ACKNOWLEDGED SELF TO BE THE PERSON WHOSE NAME IS
SUBSCRIBED TO THE INSTRUMENT WITHIN, AND EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSES THEREIN
CONTAINED.
IN WITNESS WHEREOF, | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC DATE
MY COMMISSION EXPIRES
DATE
THE PROPERTY IS LOCATED WITHIN AN AREA DESIGNATED AS HAVING FLOOD ZONE ”X” BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, ON FLOOD INSURANCE RATE MAP NUMBER 04013C2580L WITH A REVISION DATE OF OCT 16, 2013 FOR
COMMUNITY NO. 040039, IN THE CITY OF BUCKEYE, COUNTY OF MARICOPA, STATE OF ARIZONA, WHICH IS THE CURRENT
FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PROPERTY IS SITUATED.
REFERENCES
RO ORIGINAL GLO PLAT TOWNSHIP NO. 1 SOUTH, RANGE NO. 3 WEST, GILA & SALT RIVER MERIDIAN DATED FEBRUARY 21ST, 1883
ROO PHOENIX—YUMA U.S. HIGHWAY 80 SHEET NO. 17, DATED 2-8-39
R1 1958 AUG 27 STATE HIGHWAY US ROUTE 80 PHOENIX-YUMA MARICOPA COUNTY PROJECT NO DS—371(3) AS BUILT
R2 BOOK 1315 PAGE 43 MCR., RESULTS OF SURVEY
R3 BOOK 1277 PAGE 03 MCR., RECORD OF SURVEY
R4 BOOK 68 PAGE 39 MCR., WURTS PLACE PLAT
RS BOOK 44 PAGE 44 MCR., PARKVIEW MANOR PLAT
R6 2007-1118864 MCR., DEED, ADJOINER TO NORTH
R7 2014-0335603 MCR., DEED, ADJOINER TO WEST
R8 BOOK 20 PAGE 28 MCR., CENTRAL BUCKEYE PLAT
RQ BOOK 1742 PAGE 48 MCR., MINOR SUBDIVISION PLAT LANAI LIVING
R10 BOOK 1775 PAGE 28 MCR., RE-PLAT OF "MOUNTAIN VIEW ESTATES”
R11 BOOK 1756 PAGE 01 MCR,. RECORD OF SURVEY
R12 BOOK 638 PAGE 32 MCR., RECORD OF SURVEY PLSS SUBDIVISION
R13 BOOK 1472 PAGE 06 MCR., RECORD OF SURVEY
R14 BOOK 1632 PAGE 04 MCR., REPLAT OF LOTS 8 AND 10, BLOCK 15, CENTRAL BUCKEYE
R15 BOOK 1778 PAGE 15 MCR., RECORD OF SURVEY
R16 BOOK 1348 PAGE 37 MCR., RECORD OF SURVEY
R17 BOOK 81 PAGE 13 MCR. SHEPARD ESTATES UNIT ONE
R18 BOOK 955 PAGE 37 MCR., RECORD OF SURVEY
R19 BOOK 898 PAGE 13 MCR., RECORD OF SURVEY
BASELINE ROAD
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VICINITY MAP
SECTION 5, T1S, R3W, G&SRB & M
GENERAL NOTES
1. THE LOTS DEPICTED ON THIS PLAT ARE LOCATED WITHIN THE VICINITY OF LUKE AIR FORCE BASE AND MAY BE SUBJECT TO
OVERFLIGHTS BY JET AIRCRAFT.
2. THE PROPERTY OWNERS, OR ANY SUBSEQUENT OWNERS SHALL NOT PROCEED WITH ANY ON SITE GRADING OR EXCAVATION
WITHOUT FIRST OBTAINING A PERMIT FROM THE CITY OF BUCKEYE.
3. A BLANKET CROSS LOT ACCESS AND PARKING EASEMENT IS HEREBY GRANTED TO AND BETWEEN ALL LOTS WITHIN THE
SUBDIVISION FOR THE PURPOSE OF PARKING AND INGRESS AND EGRESS OF VEHICLES, INCLUDING EMERGENCY VEHICLES,
PEDESTRIANS, AND BICYCLES. THE UNDERLYING PROPERTY OWNER OR ASSIGNS IS RESPONSIBLE FOR THE MAINTENANCE OF
THE EASEMENT AREA.
4. IN ACCORDANCE WITH ARS § 9-461.07, THE CITY OF BUCKEYE HAS DETERMINED THAT ALL DEDICATIONS OCCURRING WITH
THIS PLAT ARE IN CONFORMANCE WITH THE GENERAL PLAN.
5. PURSUANT TO A.R.S. § 42-11102, THE CITY OF BUCKEYE, A POLITICAL SUBDIVISION OF THE STATE OF ARIZONA, IS
EXEMPT FROM ALL TAXES AND ASSESSMENTS BASED ON ASSESSED VALUE EXCEPT FOR SPECIAL DISTRICTS #14751 AND
14710, WHEN APPLICABLE.
6. THIS SITE CONSISTS OF A TOTAL OF (2) LOTS, IN THE CC—COMMERCIAL CENTER ZONING DISTRICT.
7. OWNER AFFIRMS THAT IT HAS REVIEWED THE REQUIREMENTS OF A.R.S. §§ 9-463.01(J) AND 45-576 AND RELATED
REQUIREMENTS REGARDING SUBDIVIDED LANDS AND THE ASSURED WATER SUPPLY PROGRAM, AND AFFIRMS THAT A CERTIFICATE
OF ASSURED WATER SUPPLY IS NOT REQUIRED.
8. NO STRUCTURE OF ANY KIND SHALL BE CONSTRUCTED OR ANY VEGETATION TO BE PLANTED OR BE ALLOWED TO GROW
WITHIN ANY DRAINAGE EASEMENT WHICH WOULD IMPEDE THE FLOW OF WATER OVER, UNDER, OR THROUGH EASEMENTS.
9. MINOR SUBDIVISION APPROVAL BY THE CITY IS CONDITIONAL AND SUBJECT TO FINANCIAL ASSURANCES BEING IN PLACE FOR
ALL IMPROVEMENTS AS SHOWN ON THE APPROVED PLANS. THE CITY WILL NOT RECORD ANY PLATS UNTIL SUCH TIME
FINANCIAL ASSURANCES ARE IN PLACE. IF AFTER ONE YEAR FROM CITY COUNCIL APPROVAL THE MINOR SUBDIVISION HAS NOT
BEEN RECORDED, THEN IT SHALL BE NULL AND VOID. THE SIGNED PLAT WILL NOT BE SUBMITTED TO THE CITY FOR
SIGNATURE AND RECORDING UNTIL FINANCIAL ASSURANCES ARE IN PLACE.
10. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDERGROUND EXCEPT POWER LINES 69KV AND LARGER.
11. FINAL PLAT APPROVAL BY THE CITY IS CONDITIONAL AND SUBJECT TO FINANCIAL ASSURANCES BEING IN PLACE FOR ALL
IMPROVEMENTS AS SHOWN ON THE APPROVED PLANS. THE CITY WILL NOT RECORD ANY PLATS UNTIL SUCH TIME FINANCIAL
ASSURANCES ARE IN PLACE. IF AFTER ONE YEAR FROM CITY COUNCIL APPROVAL THE FINAL PLAT HAS NOT BEEN RECORDED,
THEN IT SHALL BE NULL AND VOID. A VALID PRELIMINARY PLAT NEEDS TO BE IN PLACE PRIOR TO APPROVAL OF ANY FINAL
PLAT ASSOCIATED WITHIN THE PROJECT IN ACCORDANCE WITH THE DEVELOPMENT CODE. THE SIGNED PLAT WILL NOT BE
SUBMITTED TO THE CITY FOR SIGNATURE AND RECORDING UNTIL FINANCIAL ASSURANCES ARE IN PLACE.
APPROVALS
APPROVED BY THE COUNCIL OF THE CITY OF BUCKEYE ON THIS DAY OF 20
BY:
MAYOR
ATTEST:
CITY CLERK
APPROVAL:
BY:
BUCKEYE CITY ENGINEER DATE
BY:
DEVELOPMENT SERVICES DIRECTOR DATE
SURVEYOR'S CERTIFICATION
|, MICHAEL J. THOMPSON, HEREBY CERTIFY THAT | AM A REGISTERED LAND SURVEYOR IN THE STATE OF ARIZONA, THAT THIS
PLAT CONSISTING OF TWO SHEETS CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE BY ME DURING THE MONTH
OF FEBRUARY, 2025. THAT THE SURVEY IS TRUE AND CORRECT AS SHOWN, THAT ALL MONUMENTS EXIST OR WILL BE SET
AND, THAT THEIR POSITIONS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
ARIZONA REGISTERED LAND SURVEYOR # 25090
1R PLZS-24-0024
Helix Engineering, LLC
Engineering / Surveying / Consulting
3240 E Union Hills
Suite 113
Phoenix AZ 85050
602-788-2616
www.hxeng.com
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS
DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT
THE WRITTEN PERMISSION OF THE
OWNER.
{ Contact Arizona 811 at least two full
working days before you begin excavation
AR|ZONAGH
ye BLUE STAKE, INC.
\ Call 811 or click Arizona811.com
RELEASE
DATE
REVISIONS
NO. | DATE
A\
A\|.
A\.
PROJECT NAME
MINOR SUBDIVISION
PROJECT ADDRESS
275 E MC 85
BUCKEYE, ARIZONA
85236
PROJECT AREA
MONROE & APACHE RD
HELIX JOB NUMBER IN HOUSE
DRAWN BY: TDS
532 CHECKED BY: MJT
SHEET TITLE
MINOR LAND DIVISION OF A
PORTION OF THE NE 1/4 SEC 5
TIS, R3W, G. & S.R.B. & M.
SHEET PAGE
COVER 1 oF 4
PLOT SCALE: 1:1 @ 24°x36"; 1:2.2 @ 11°x17”
LEGEND
BRASS CAP IN HAND HOLE
FOUND BRASS CAP OR AS NOTED.
FOUND 1/2” REBAR AT PROPERTY CORNER OR AS NOTED
SET 1/2” IRON BAR & CAP, L.S. 25090 OR AS (UNLESS OTHERWISE NOTED)
SET PK NAIL, L.S. 25090 OR AS (UNLESS OTHERWISE NOTED)
SUBDIVISION BOUNDARY LINE LOT CORNER SET 1/2” WITH
CAP RLS25090 (UNLESS OTHERWISE NOTED)
#@0@HO
EASEMENT LINE
EXISTING PROPERTY LINE
PARKVIEW MANOR
BOOK 44, PAGE 44, MCR.
7
SEE DETAIL B - SHEET 3
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ASYS |
VaR /
ACCEPTED EAST
SECTION LINE
/ ‘Pp
HISTORICALLY
PER (R9&R17)
LANDS OF
TOWN OF BUCKEYE
r
APN: 400-—23-037A
MCR: 2007—-1118864 |
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CENTER OF SECTION 5 SOUTHWEST CORNER
SAME AS ABOVE
(ek —
~~ *1,997.27
MONROE AVE
Jun 24, 2025 - 10:01am
SOUTHWEST CORNER
E1/2, SE1/4 NE1/4 SECTION 5
SE1/4, NE1/4 SECTION 5 SAME AS ABOVE
SOUTHEAST CORNER
SECTION 5, T1S, R3W
FOUND 3” TOWN OF BUCKEYE
BRASSCAP IN HANDHOLE DOWN 0.5’
1R PLZS-24-0024
—---— SECTION. LINE — _
-———- BOUNDARY TIE LINE
= CENTERLINE WATKINS AVE. “SET COTTON SPINDLE
2K 200K AND wee 25090" 4 (UNSUBDIVIDED) |
DKT DOCKET
FND FOUND /b=01331'37" \ “Bo. ) | CITY OF BUCKEYE
Bc BRASSCAP IN HAND HOLE 7 R=1432.40" y Boy noe t= 008
M MEASURED _sa 17 00> conten” -
MCR MARICOPA COUNTY RECORDS L 38.17 \ 7 N89°26'307E_251.58 56.09 (UNSUBDIVIDED)
PG PAGE ORIGINAL ¢ FROM 1939 ACQUISITION J 176.50 5.
PUE PUBLIC UTILITY EASEMENT ABANDONED BY RESOLUTION MCR y Yi, |
(R) RECORD 90-448402 SHOWN FOR REFERENCE / ; | |
(R#) REFERENCE DOCUMENT AND HISTORICAL CONTEXT PER (ROO) “ / 8 pue—-L |
We WITNESS. CORNER / Y, / DEDICATED |
— — 4 ’
TPos TRUE PONT OF BEGINNING ON THE. SPIRAL ALIGNMENT AS. REQUIRED ; / a ee |
MMENCEM BY THE CITY OF BUCKEYE AS THE , | DEDICATED BK 1 PG|
MUNICIPALLY PREFERRED ALIGNMENT y; / Y | HEREON 61 MCR | |
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PUBLIC UTILITY EASEMENT LINES , fA / HEREON PUE |
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~| 3 VIEW BELOW SECTION 5, T1S, R3E w/CAP LS12600
= MIDSECTION LINE E1/2, SE1/4, NE1/4 ;
2 SECTION 5, T1S, R3E OF SECTION 5 SECTION 5. TiS. RSE G&SR B&M SET 1/2" IRON BAR DOWN 1.5
3 ar ete el CALCULATED POSITION W/TAG "LS25090 Ne
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Helix Engineering, LLC
Engineering / Surveying / Consulting
3240 E Union Hills
Suite 113
Phoenix AZ 85050
602-788-2616
www.hxeng.com
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS
DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT
THE WRITTEN PERMISSION OF THE
OWNER.
{ Contact Arizona 811 at least two full
working days before you begin excavation
AR|ZONAGH
ye BLUE STAKE, INC.
\ Call 811 or click Arizona811.com
RELEASE
DATE
REVISIONS
NO. | DATE
A\
A\|.
A\.
PROJECT NAME
MINOR SUBDIVISION
PROJECT ADDRESS
275 E MC 85
BUCKEYE, ARIZONA
85236
PROJECT AREA
MONROE & APACHE RD
IN HOUSE
HELIX JOB NUMBER
532
SHEET TITLE
DRAWN BY: TDS
CHECKED BY: MJT
MINOR LAND DIVISION OF A
PORTION OF THE NE 1/4 SEC 5
TIS, R3W, G. & S.R.B. & M.
SHEET PAGE
PLAT 2 OF 4
PLOT SCALE: 1:1 @ 24°x36"; 1:2.2 @ 11°x17”
ie wc
LEGEND w °
Sas AY
“Os. pre
SET PK NAIL & TAG "RLS25090” “3 ee
NORTHEAST CORNER SECTION 5, T1S, RSW, G&SRB&M
Jun 24, 2025 - 10:02am
Helix Engineering, LLC
Engineering / Surveying / Consulting
3240 E Union Hills
Suite 113
Phoenix AZ 85050
602-788-2616
www.hxeng.com
BRASS CAP IN HAND HOLE
© FOUND BRASS CAP OR AS NOTED.
rs) FOUND 1/2” REBAR AT PROPERTY CORNER OR AS NOTED
e SET 1/2” IRON BAR & CAP, L.S. 25090 OR AS (UNLESS OTHERWISE NOTED) SET 1/2” REBAR WITNESS CORNERS |
» ORIGINAL MAP "TOWNSHIP NO. 1 SOUTH, RANGE NO. 3 WEST |
—T_ CaP RLS22090 (UNLESS. OTHERWISE NOTED) 1/20 WITH GILA AND SALT RIVER MERIDIAN” DATED FEBRUARY 21ST, 1883
*SEE DETAIL B, PAGE 4 |
—~————- EASEMENT LINE | / . z20
— - - —— EXISTING PROPERTY LINE if Bam,
—---— SECTION LINE | S13 = LO
-———- BOUNDARY TIE. LINE | 2235 |
— - — CENTERLINE lt ha OD! |
\ “iw |
BK BOOK / Ing,
DKT DOCKET | NORTHEAST CORNER By Oo,
FND FOUND SE 1/4, NE 1/4 ypc
i RreoRtD WAND HOLE SECTION 5, TIS, RIE =3>1
MCR MARICOPA COUNTY RECORDS LINE TABLE RS) | 40.8 |
PG PAGE PO
rue PUBLIC UTILITY EASEMENT NO. BEARING LENGTH N a » _
R RECORD Li_| _N 892603" E| 1254.83 IV /
oA REFERENCE DOCUMENT 12 N 892603" E 76.78 40 20 ie) 40 40 120 NARRAMORE AVENUE / /
Ye WITNESS. CORN 26°05" ee |
ve i TNeSS. CORNER L3_ | _N 892603" E 13.06 — __ a a F | | il |
TPOB TRUE POINT OF BEGINNING SCALE: 1”=40 / | | |
POC POINT OF COMMENCEMENT ; | |
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—V oO N89'26'30"E 2663.03 EAST_WEST / ! Oo
CENTER OF SECTION 5, TIS, R3E eva NEA | = \LEND oF MONROE AVE MIOSECTION LINE | | | get
CALCULATED POSITION SECTION & TIS, Roe, | CONSTRUCTION ¢ ! Sa
CALCULATED POSITION =, } | x st
7) | jh
—
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=> > TT ——__ “TT TT ~~ N89°26'30"E 2663.03'(R19) / ~ / | | |
’ ’ ’ es , -—-
SECTION 5, T1S, R3E, / & / o2S | |
| CALCULATED POSITION © // 788 | | |
5 © //s | | |
: Sisko Pop
= DETAIL A - MONROE AVE EXPANDED / [8% / | | |
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Z| wu 2|so on CENTER SECTION 4, T1S, R3W
= a 2 [as | Nagra7'13"'W 2717.97"(M) FOUND 1/2 REBAR
2| aa) f_— n N89°52'1 1 We 2717.53'(R9) \, —_ Lf CAP LS31020
3 N89'26'30"E 2663.03" \ .
© MONROE AVE EAST 1/4 CORNER POC FOUND 1/2” REBAR
8 SECTION 5, T1S, R3E No'28'24"« W/CAP_ LS12600
FS G&SR B&M SET 1/2” IRON BAR 2637.44(M) DOWN 1.5!
3 W/TAG "LS25090" _—i!
8 > SOUTHEAST CORNER
x SECTION 5, T1S, R3W
~ tf FOUND BRASSCAP IN HAND HOLE
BI DOWN 0.5’
2 1R PLZS-24-0024
Co
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS
DRAWING AND/OR THE INFORMATION
CONTAINED IN IT IS FORBIDDEN WITHOUT
THE WRITTEN PERMISSION OF THE
OWNER.
{ Contact Arizona 811 at least two full
working days before you begin excavation
AR|ZONAGH
ye BLUE STAKE, INC.
\ Call 811 or click Arizona811.com
RELEASE
DATE
REVISIONS
NO. | DATE
AN
A.
A\\.
PROJECT NAME
MINOR SUBDIVISION
PROJECT ADDRESS
275 E MC 85
BUCKEYE, ARIZONA
85236
PROJECT AREA
MONROE & APACHE RD
HELIX JOB NUMBER IN HOUSE
532 DRAWN BY:
CHECKED BY:
SHEET TITLE
MINOR LAND DIVISION OF A
PORTION OF THE NE 1/4 SEC 5
TIS, R3W, G. & S.R.B. & M.
SHEET PAGE
PLAT 3 of 4
PLOT SCALE: 1:1 @ 24°x36"; 1:2.2 @ 11°x17”
INDEX MAP OF SECTIONS 4 & 5,
TOWNSAIP 1 SOUTH, RANGE 38 WEST,
GILA AND SALT RIVER MERIDIAN
SET PK NAIL & TAG "RLS25090”
NORTHEAST CORNER SECTION 5, T1S, R3W, G&SRB&M
SET 1/2” REBAR WITNESS CORNERS
TO PERPETUATE ORIGINAL CORNER PER GDACS(R12) AND
ORIGINAL MAP "TOWNSHIP NO. 1 SOUTH, RANGE NO. 3 WEST
GILA AND SALT RIVER MERIDIAN” DATED FEBRUARY 21ST, 1883
NORTH 1/4 CORNER
SECTION 5, T1S, R3W
CALCULATED POINT
CORNER MONUMENT(R12)
SOUTH 1/4 CORNER
SECTION 32, T1S, R3W
CALCULATED POINT
BRASSCAP(R12)
SOUTHEAST CORNER
SECTION 32, T1S, R3W
FOUND ALUM CAP(R12)
SOUTHWEST CORNER
SECTION 32, T1S, R3W
FOUND BRASSCAP FLUSH(R12)
NORTHWEST CORNER
SECTION 5, T1S, R3W
FOUND REBAR, NO RECORD
SOUTHEAST CORNER
SECTION 32, T1S, R3W
FOUND ALUM CAP(R12)
SET PK NAIL & TAG "RLS25090”
NORTHEAST CORNER SECTION 5, T1S, R3W, G&SRB&M TO
PERPETUATE ORIGINAL CORNER PER GDACS(R12) AND
ORIGINAL GLO PLAT "TOWNSHIP NO. 1 SOUTH, RANGE NO.
3 WEST, GILA AND SALT RIVER MERIDIAN” DATED
FEBRUARY 21ST, 1883 — SET 1/2” REBAR WITNESS
CORNERS WITH TAGS "RLS25090” AS SHOWN
HISTORICAL NORTHEAST CORNER
SECTION 5, T2S, R3W
(R9,R15&R17)
SEE DETAIL ”B”
ABOVE
N89°39°46"E 2479.22’(M)
XO N89"25'50°E 11.43'(C)
N89°25'11"E 11.43'(R9)
SOUTH 1/4 CORNER
SECTION 33, T1S, R3W
FOUND 3” MARICOPA COUNTY
BRASSCAP_ IN HANDHOLE
DOWN 0.5'(R12)
N89"39°46"E 162.67°(M)
N90°00’00"E 162.36’(RO)
N89°25'11"E 162.68°(R9)
N89°25'32"E 162.76'(R12)
Helix Engineering, LLC
Engineering / Surveying / Consulting
3240 E Union Hills
Suite 113
Phoenix AZ 85050
602-788-2616
N89'23'39"E 2642.81'(C)
__N8Q°41'05"E_-2642.31'(R12)
$89°41'05"E 2483.14’(R12)
$89°23'39"E 2483.64’(C)
N89°25'50"E 2642.34’(C)
N89'25'24"E 2642.32'(R12)___
$89°39°45°E 2479.88'(R12)
N89°25'50"E 2479.90'(C)
N89"25’25"E 2489.85'(R15)
$89°25'24"E _2478.30'(R12) _
N89°39’46"E 2641.88'(M)
N89'25'11"E 2641.20'(R9)
$89°25'24"E 2641.06'(R12)
N89°29'42"E 158.40'(M) BASELINE RD ALIGNMENT
NORTH 1/4 CORNER
SECTION 4, T1S, R3W
FOUND 3” MARICOPA COUNTY
BRASSCAP_ IN HANDHOLE
www.hxeng.com
THIS DRAWING IS COPYRIGHTED AND IS
THE SOLE PROPERTY OF THE OWNER. IT
IS PRODUCED SOLELY FOR USE BY THE
OWNER AND ITS AFFILIATES.
REPRODUCTION OR USE OF THIS
'
Aan” , - , DRAWING AND/OR THE INFORMATION
$89°41'05"E 158.28'(R12) | $89°23'39E 159.27°(C) | Nag'25'50"E 162.48°(M) % HISTORICAL SECTION LINE BY COMMON REPORT OORNER Ml ONUMENT(R12) CONTAINED INIT IS) FORGIDDEN, WITHOUT
ZO AR” ’ : : THE WRITTEN PERMISSION OF THE
S89'59'45"E 159.17(R12) | N89'25'11"E 151.01'(R9) San PER (R9&R17) OWNER
to N89°25'25"E 150.93'(R15) “|
"AN ' za
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1&8 TEES 352 12%
iN 3 ST. 33+60.40\_ ff & az +e
Aw re | SPIRAL A=08'00'00" YI Wg Se
as a |i L=400.00" a=1 Ny Isa la
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| * 2 [z THIS Pie] 729 58
BO * SPIRAL PROJECT io #2
t “ \ 2 A=08'00'00" S 2! <x / Contact Arizona 811 at least two full
1 Dx? 64 ann ; f 1
' %, ! S ; 4 L=400.00’ a=1 6 Ac=60°17 30 re) ’ working days before you begin excavation
R=1432.40" i
CENTER OF SECTION 5 % *S> + ’ “ | N89°47°19°W
WEST 1/4 CORNER SECTION 5, T1S, RAW | & 70 ~ L=1507;30 Wy 32.99°(M) CENTER OF SECTION 4
SECTION 5, TIS, R3W BRASSCAP IN HANDHOLE(R11)~\ 2 } Ip 3 Z FOUND 1/2” RABAR AR|ZONABHT
FOUND BRASSCAP IN HAND HOLE(R11) SEE DETAIL "C” BELOW LEFT ° _ W/ CAP LS 31020(R9) A
goo \_ Call 811 or click Arizona811.com
--7 - ey pare 777 TF — So Hz ~~ o> Taya Ts 775 - —
N89'26'45"E 2651.36'(M N89°26'30"E 2663.03'(R8) N89°47°13"W 2717.97'(M)
N89°48°55°E oes as (et) N8Q°57’53"E 2663.00°(R14) N89°52'11°W 2717.53'(R9) REEASE
DATE
MONROE AVE FOUND 1/2” REBAR
ts \ /4 CORNER W/CAP LS12600
, TIS, DOWN 1.5”
SET 1/2” IRON BAR
W/TAG "LS25090” i 1
st =z Se
Ss > Sex
x Yio o~
” 1S 183 133
- DETAIL ¢ Pa “8 As
i N.S. = “ =2 ae REVISIONS
>= yt Ns
M ig @ 1S N Se NO. | DATE
Zz 7TH ST & MONROE AVE io is Po A
0+00 BEGIN F.AP. FOUND BRASSCAP IN HAND HOLE as es 8s
so 22 ZO J»
-—“\-— - MONUMENTED =2 “ |
< —--—\— [construction ¢ AI.
' '
CENTER OF SEC 5, T1S, R3W |
CALCULATED POSITION —o
MINOR SUBDIVISION
i PROJECT ADDRESS
Q:\JOBS\532 CK MC85 & Monroe Buckeye ALTA\DWGS\PLAT\532 CK MC85 & Monroe Buckeye Plat v7.dwg
Jun 24, 2025 - 10:05am
500 250 (e) 500 1000 1500
SCALE: 1”=500’
LEGEND
BRASS CAP IN HAND HOLE
(0) FOUND BRASS CAP OR AS NOTED.
[e) FOUND 1/2” REBAR AT PROPERTY CORNER OR AS NOTED
Oo NOTHING FOUND, NOTHING SET
e SET 1/2” IRON BAR & CAP, L.S. 25090 (UNLESS OTHERWISE NOTED)
a SET PK NAIL AND TAG, L.S. 25090 (UNLESS OTHERWISE NOTED)
SUBDIVISION BOUNDARY LINE LOT CORNER SET 1/2” WITH CAP
RLS25090 (UNLESS OTHERWISE NOTED)
—---— SECTION LINE
(R) RECORD
(R#) REFERENCE DOCUMENT
SECTION 5, T1S, R3W
FOUND 3” TOWN OF BUCKEYE
BRASSCAP_ IN HANDHOLE
DOWN 0.4°(R11)
SOUTH 1/4 CORNER f == Nag ose'E 2643.980)
N89°26'13"E 2649.56'(R10)
SOUTHEAST CORNER
SECTION 5, T1S, R3W
FOUND 3” TOWN OF BUCKEYE
BRASSCAP IN HANDHOLE
DOWN 0.5°(R13)
N89°45°14°W 2640.13(M)
N89°09"14"W 2640.17'(R13)
SOUTH 1/4 SECTION 4, T1S, R3W
FOUND 3” TOWN OF BUCKEYE
BRASSCAP_ IN HANDHOLE
DOWN 0.5’ (R13)
1R PLZS-24-0024
275 E MC 85
BUCKEYE, ARIZONA
85236
PROJECT AREA
MONROE & APACHE RD
HELIX JOB NUMBER IN HOUSE
532 DRAWN BY: TDS
CHECKED BY: MJT
SHEET TITLE
MINOR LAND DIVISION OF A
PORTION OF THE NE 1/4 SEC 5
TIS, R3W, G. & S.R.B. & M.
SHEET PAGE
INDEX
PLOT SCALE: 1:1 @ 24°x36"; 1:2.2 @ 11°x17”