Extracted text (via ocr_local)
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Filename: N\O1\0370701\Cadd\DS.FPLAT.O1_REPLAT.dwg
Print Date: June 26, 2024
Printed By: Dominique
DEDICATION
STATE OF ARIZONA )
ss
COUNTY OF MARICOPA)
KNOW ALL MEN BY THESE PRESENTS:
THAT RESERVE 100, L.L.C., AN ARIZONA LIMITED LIABILITY COMPANY, AS OWNER,
HEREBY PUBLISHES A RE-PLAT OF THE FINAL PLAT OF "EARNHARDT RANCH", AS
RECORDED IN BOOK 1752 OF MAPS, PAGE 49, RECORDS OF MARICOPA COUNTY, BEING
SITUATED IN THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 2 SOUTH, RANGE 5
EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN
AND PLATTED HEREON AND HEREBY PUBLISHES THIS RE-PLAT AS AND FOR A RE-PLAT
OF THE FINAL PLAT OF "EARNHARDT RANCH", AS RECORDED IN BOOK 1752 OF MAPS,
PAGE 49, RECORDS OF MARICOPA COUNTY, AND HEREBY DECLARES THAT SAID RE-PLAT
SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF THE LOTS, TRACTS AND
EASEMENTS CONSTITUTING SAME AND THAT EACH LOT AND TRACT SHALL BE KNOWN BY
THE NUMBER OR LETTER THAT IS GIVEN TO EACH, RESPECTIVELY, ON SAID RE-PLAT.
RIGHT OF WAY FOR MCQUEEN ROAD AND HUNT HIGHWAY IS DEDICATED HEREON TO
‘THE CITY OF CHANDLER.
EASEMENTS ARE DEDICATED AS SHOWN ON THIS RE-PLAT.
‘THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO BACK OF
CURB SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION OR
ABUTTING PROPERTY OWNER.
ALL PROPERTY, AMENITIES AND FACILITIES PROPOSED TO BE MAINTAINED BY THE
HOMEOWNERS ASSOCIATION ARE HEREWITH PLATTED AS COMMON PROPERTY WITH AN
UNDIVIDED INTEREST OWNED IN COMMON BY EACH LOT OWNER.
TRACTS "A, B, C, D, E, F, G,H, I, J, K, L&M" ARE NOT DEDICATED TO THE PUBLIC, BUT ARE
PLATTED AS COMMON PROPERTY FOR THE USE AND ENJOYMENT OF THE EARNHARDT
HOMEOWNERS ASSOCIATION AS MORE FULLY SET FORTH IN THE DECLARATION OF
COVENANTS, CONDITIONS AND RESTRICTIONS.
TRACT "A AND M” ARE HEREBY DECLARED A PRIVATE STREET FOR INGRESS/EGRESS TO
AND FROM EACH LOT BY THE OWNER THEREOF AND ITS INVITEES, CONTRACTORS,
EMPLOYEES, AGENTS, AND GUESTS, OWNER GRANTS TO THE CITY OF CHANDLER AND
THE UTILITY PROVIDERS AN EASEMENT OVER, UNDER, THROUGH AND ACROSS TRACT "A
AND M" FOR (1) THE INSTALLATION, OPERATION AND FURNISHING OF MAINTENANCE OF
PUBLIC UTILITY LINES AND FACILITIES, INCLUDING, WITHOUT LIMITATION, ELECTRICITY,
GAS, TELEPHONE, CABLE TV, PUBLIC WATER AND PUBLIC SEWER LINES, AND (2) INGRESS
AND EGRESS FOR THE OPERATION AND MAINTENANCE OF SUCH UTILITIES, AND FOR
TRASH REMOVAL. A BLANKET EMERGENCY VEHICULAR ACCESS EASEMENT, DRAINAGE
EASEMENT, PEDESTRIAN ACCESS EASEMENT AND VEHICULAR ACCESS EASEMENT IS
HEREBY DEDICATED TO THE CITY OF CHANDLER OVER TRACT "A AND M".
EASEMENTS FOR THE INSTALLATION, OPERATION AND FURNISHING OF MAINTENANCE OF
PUBLIC UTILITY LINES AND FACILITIES, INCLUDING THE RIGHT OF INGRESS AND EGRESS
FOR THE OPERATION AND MAINTENANCE OF SUCH UTILITY LINES AND FACILITIES, ARE
DEDICATED AS SHOWN ON THIS RE-PLAT. UTILITY PROVIDERS SHALL COMPLY WITH ANY
APPLICABLE CODES, REGULATIONS, AND FRANCHISES OF THE CITY OF CHANDLER:
BEFORE ENTERING AN EASEMENT AND SHALL ASSUME FULL RESPONSIBILITY FOR THE
CONSTRUCTION, OPERATION, MAINTENANCE AND REPAIR OF THEIR UTILITY LINES AND
FACILITIES.
IN WITNESS WHEREOF:
RESERVE 100, L.L.C., AN ARIZONA LIMITED LIABILITY COMPANY, AS OWNER OF THE LAND
DESCRIBED HEREIN, HAS CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE
ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED DULY AUTHORIZED OFFICER.
RESERVE 100, L.L.C., AN ARIZONA LIMITED LIABILITY COMPANY
BY: DATE:
Is:
ACKNOWLEDGEMENT
STATE OF ARIZONA)
COUNTY OF MARICOPA }
ON THIS ___ DAY OF 2024, BEFORE ME, THE UNDERSIGNED, PERSONALLY
APPEARED . WHO ACKNOWLEDGED SELF TO BE THE
PERSON WHOSE NAME IS SUBSCRIBED TO THE INSTRUMENT WITHIN, AND WHO EXECUTED
‘THE FOREGOING INSTRUMENT FOR THE PURPOSES THEREIN CONTAINED.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC DATE
MY COMMISSION EXPIRES:
» 20__
RIGGS
COUNTY RECORDER
ROAD
A RE-PLAT OF THE FINAL PLAT
OF "EARNHARDT RANCH" :
AS RECORDED IN BOOK 1752 OF MAPS, |
PAGE 49, RECORDS OF MARICOPA COUNTY, a, fo
BEING SITUATED IN THE SOUTHWEST QUARTER
=z
COOPER
ROAD
OF SECTION 35, TOWNSHIP 2 SOUTH, RANGE 5 EAST
OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
HUNT
HOMEOWNERS ASSOCIATION RATIFICATION:
DULY
LEGAL DESCRIPTION
THAT PART OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 2 SOUTH, RANGE
5 EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BY THIS RATIFICATION
ELECTED PRESIDENT OF THE EARNHARDT RANCH COMMUNITY ASSOCIATION,
ACKNOWLEDGES THE RESPONSIBILITIES IDENTIFIED HEREON.
BEGINNING AT THE BRASS CAP IN HAND HOLE MARKING THE SOUTHWEST CORNER OF
SAID SECTION 35, FROM WHICH THE CITY OF CHANDLER BRASS CAP IN HAND HOLE
MARKING THE WEST QUARTER CORNER OF SAID SECTION 35 BEARS NORTH 00°17114" SIGNATURE, DATE
WEST, A DISTANCE OF 2,644.01 FEET;
THENCE NORTH 00°17'14" WEST, ALONG THE WEST LINE OF THE SOUTHWEST QUARTER
OF SAID SECTION 35, A DISTANCE OF 1,337.18 FEET; 0 EDGEMENT
ACKNOWL! :
‘THENCE NORTH 88°50'54” EAST, DEPARTING SAID WEST LINE, A DISTANCE OF 1,324.94 ACKNOWLEDGEMENT:
FEET TO THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID
STATE OF ARIZONA)
SECTION 35;
)ss
THENCE SOUTH 00°16'17" EAST, ALONG SAID EAST LINE, A DISTANCE OF 1,342.59 FEET COUNTY OF MARICOPA )
TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 35;
, 2024, BEFORE ME, THE UNDERSIGNED, PERSONALLY
ON THIS___DAY OF
THENCE SOUTH 89°04'56" WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 1,324.50 FEET
TO THE POINT OF BEGINNING. APPEARED , WHO ACKNOWLEDGED SELF TO BE THE
PERSON WHOSE NAME IS SUBSCRIBED TO THE INSTRUMENT WITHIN, AND WHO EXECUTED:
CONTAINING 1,774,809 SQUARE FEET OR 40.744 ACRES, MORE OR LESS.
‘THE FOREGOING INSTRUMENT FOR THE PURPOSES THEREIN CONTAINED.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL.
NOTES
1. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, NOTARY PUBLIC DATE
FENCES AND DRIVEWAYS, MY COMMISSION EXPIRES:
2. NO STRUCTURES OR VEGETATION OF ANY KIND THAT WOULD IMPEDE THE FLOW OF 20__
WATER THROUGH THE EASEMENTS MAY BE CONSTRUCTED, PLANTED OR ALLOWED
TO GROW WITHIN DRAINAGE EASEMENTS.
3, THESE PRIVATE STREETS WILL REMAIN PRIVATE AND WILL NEVER CONVERT TO
PUBLIC OWNERSHIP.
4, IN EASEMENTS FOR THE EXCLUSIVE USE OF WATER, SANITARY SEWER OR BOTH, SITE TABLE
"ONLY GROUND COVER AND BUSHES ARE ALLOWED TO BE PLANTED WITHIN THE | GROSS AREA 40.744 AC 474.209 80 FT
EASEMENT AREA. NO TREES ARE ALLOWED. INET AREA 37.145 AC 7,616,026 SQ FT
5, THE PERSON(S) HOLDING TITLE TO THE COMMON AREA TRACTS ("TITLEHOLDER(S)") ZONING PAD
SHALL BE RESPONSIBLE FOR IRRIGATION OF THE COMMON TRACTS. THE SOURCE YIELD 400
OF IRRIGATION WATER FOR THE COMMON AREA TRACTS SHALL BE WATER. WATER,
OTHER THAN SURFACE WATER FROM ANY IRRIGATION DISTRICT, THROUGH enoes DENSITY 248 DUIAe
‘SOURCES CONSISTENT WITH THE ARIZONA LAW AND THE RULES AND REGULATIONS INET DENSITY 2.69 DU/AC
OF THE ARIZONA DEPARTMENT OF WATER RESOURCES. AT SUCH TIME AS TITLE TO
THE COMMON AREA TRACTS IS SOLD OR OTHERWISE TRANSFERRED, IN WHOLE OR PRIVATE STREETS (TRACT M) B25 297.295 SQFT
IN PART, WHETHER TO THE SUBDIVISION HOMEOWNERS ASSOCIATION OR TO SOME
THIRD PARTY, THE TITLEHOLDER(S) SHALL ALSO SELL OR TRANSFER, AT THE
OPTION OF THE PARTY ACQUIRING TITLE THERETO, ANY WATER RIGHTS OR
PERMITS HELD BY OR IN THE NAME OF THE TITLEHOLDER(S) BENEFITING OR
OTHERWISE APPLICABLE TO THE COMMON AREA TRACTS.
6. ALL TRACTS THAT WILL NOT BE CONVEYED TO THE CITY OF CHANDLER AND ALL
‘COMMON PROPERTY SHALL BE IMPROVED IN ACCORDANCE WITH PLANS APPROVED
BY THE CITY OF CHANDLER AND SHALL BE CONVEYED BY WARRANTY OR SPECIAL
WARRANTY DEED TO THE HOMEOWNERS ASSOCIATION. THE HOMEOWNERS
ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE COMMON
PROPERTY.
7. A1/2" REBAR WITH CAP LS#33851 OR A PK NAIL WITH WASHER LS#33851 SHALL BE
SET AT ALL LOT AND TRACT CORNERS AT THE COMPLETION OF MASS GRADING.
8, VISIBILITY EASEMENTS RESTRICTIONS: ANY OBJECT, WALL, STRUCTURE, MOUND OR
LANDSCAPING (MATURE) OVER 24" IN HEIGHT IS NOT ALLOWED WITHIN THE
EASEMENT EXCEPT TREES TRIMMED TO NOT LESS THAN 6’ ABOVE GROUND. TREES
SHALL BE SPACED NOT LESS THAN 6’ APART.
HIGHWAY
VICINITY MAP
(NOT-TO-SCALE)
OWNER
RESERVE 100, L.L.c.
3321 E BASELINE RD
GILBERT, AZ 85234
PHONE: (480) 892-4492
CONTACT: PATRICK ADLER
EMAIL: PADLER@BLANDFORDHOMES.COM
ENGINEER/SURVEYOR
COE & VAN LOO CONSULTANTS, INC
4550 NORTH 12TH STREET
PHOENIX, ARIZONA 85014
PHONE: (602) 264-6831
FAX: (602) 264-0938
CONTACT: DOUG CHUBIN
EMAIL: DCHUBIN@CVLCI.COM
BASIS OF BEARING
‘THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 00°17'14" WEST ALONG THE WEST
LINE OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 2 SOUTH, RANGE 5
EAST ACCORDING TO BOOK 589 OF MAPS, PAGE 48, MARICOPA COUNTY RECORDS.
SURVEYOR'S CERTIFICATION
THIS IS TO CERTIFY THAT THIS PLAT IS CORRECT AND ACCURATE AND THE
MONUMENTS DESCRIBED HEREIN HAVE EITHER BEEN SET OR LOCATED AS DESCRIBED
‘TO THE BEST OF MY KNOWLEDGE AND BELIEF.
feeb bfhe—
RICHARD’G. ALCOCER
REGISTRATION NUMBER 33851
4550 N. 12TH STREET
PHOENIX, ARIZONA 85014
(602)-264-6831
CVLSURVEY@CVLCI.COM
CERTIFICATIONS
THIS IS TO CERTIFY THAT IN MY OPINION ALL LOTS, PARCELS AND TRACTS SHOWN ON
THIS PLAT CONFORMS TO GOOD LAND PLANNING POLICIES AND ARE SUITABLE FOR THE
PURPOSE FOR WHICH THEY ARE PLATTED.
DEVELOPMENT SERVICES DIRECTOR DATE
THIS IS TO CERTIFY THAT THAT ALL ENGINEERING CONDITIONS AND REQUIREMENTS OF
THE CITY CODE HAVE BEEN COMPLIED WITH AND THAT THIS SUBDIVISION IS LOCATED
WITHIN AN AREA DESIGNATED AS HAVING AN ASSURED WATER SUPPLY PURSUANT TO
SECTION 45-576, ARIZONA REVISED STATUTES.
CITY ENGINEER DATE
APPROVED BY THE CITY COUNCIL OF THIS CITY OF CHANDLER, ARIZONA THIS.
DAY OF . 2024
MAYOR DATE
ATTEST:
CITY CLERK DATE
COC LOG NO. PLT24-0008
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RE-PLAT OF FINAL PLAT
EARNHARDT RANCH
CHANDLER, ARIZONA
“01 "Sr" 06
SEE SHEET 2 FOR, CURVE & LINE
TABLES, LOT & TRACT AREA
TABLES
GROSS AREA = 40.744 ACRES
NET AREA = 37.145 ACRES
[evi Contact: DOUG CHUBIN
[CVE Project 01-0370701
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Print Date: June 26, 2024 Filename: N:\O1\0370701\Cade\DS.FPLAT.01_REPLAT.dwg
Printed By: Dominique
CURVE TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LINE TABLE
NO. | LENGTH] RADIUS | DELTA | TANGENT | CHORD | CHORD-BEARING AREA AREA AREA NO.| BEARING | LENGTH
ct | 105.74’ | 150.00" | o40'23'19"] 55.17 | 103.56 N68'S3'18"E ated oie Love aie core Ee Lt | Noz‘28'53"e | 31.24"
c2 | 105.74’ | 150.00" | o40'23'19"|] 55.17 | 103.56 $68°53'18"W : 9757 35 10.257 69 9,000 \2 | s4404’57"w | 21.21"
C3 | 105.74’ | 150.00’ | 040°23'19" | 55.17 103.56 N70°43'23"W 2 9,750 36 10,360 70 9,010 L3 | s45°55'03"E | 21.21"
c4 | 105.74" | 150.00' | o40'23"'19" | 55.17 | 103.56 $70°43'23"E 3 70400 ¥ ase A Pye) L4 | sas'ss'03"e | 21.21"
C5 | 132.66’ | 1000.00’ | 007°36'02" 66.43 132.56 N87"07'02"W 4 70,400 38 10,372 72 10,606 L5 | s44°04’57"W | 21.21"
c6 | 132.66’ | 1000.00" | 007°36'02" | 66.43 | 132.56 $87°07'02"E 5 10,400 39 ——— 73 10,618 Ls | s4s'ss'03"e | 21.21"
c7 | 141.54’ | 1000.00" | oos'os's5"| 70.89 | 141.42 N85‘01'40"E 6 12.853 «0 10.078 7 10.377 L7 | s4xso'oe'w | 21.43"
ce | 141.54’ | 1000.00" | oos'os's5"| 70.89 | 141.42 $85'01'40"W 7 TT] a 9.582 7 7.500 LB | s45'55'03"e | 21.21"
cg | 224,08" | 1000.00" | 012°50'19" | 112.51 | 223.61 N84'29'53"W a uae = 7188 ” 7200 Lo | N45'05'24"e | 20.84"
c10 | 224.08" | 1000.00" | 012°50'19"} 112.51 | 223.61 $84°29'53"E 3 merry i 3,100 7 7a Lio | Nas‘ss'o3"w | 21.21"
c11| 144.54" | 1000.00" | oos'16'53"| 72.39 | 144.41 N86'46'37"W = at88 a4 3,100 78 jan L11 | s44'04's7"w | 21.21"
c12| 144.54’ | 1000.00" | cos'16’53"| 72.39 | 144.41 S86"46'37"E 1 2,163 rs 7100 = 8,303 Li2 | N4s‘ss'o3"w | 21.21"
c13| 80.80" | 129.50’ | 035"44's6"| 41.76 79.50 N66'34’06"E a 3.180 = aioo = aaa L13 | s44'04’57°w | 21.21"
14] 120.19’ | 170.50" | o40'23'19"| 62.71 | 117.71 S68°53'18"W a 9,198 i 3100 BI 9,081 L14 | sa5'ss'03"e | 21.21"
c15| 32.52’ | 25.00' | 074°32'02"| 19.02 30.28 N38"11'04"W 14 3.215 - — BD ion L15 | s44'04’57"W | 21.21"
ci6| 222.12’ | 50.00' | 254°32'02"| 65.71 | 79.58 $51°48'56"W 15 9.258 49 7007 a: 3.051 L16 | sas‘5s'03"€ | 21.21"
c17| 135.64’ | 1022.50" | 007°36'02"| 67.92 | 135.54 N87"07'02"W 16 aes = ro n 2,051 L17 | s44'04’57"w | 21.21"
18 | 129.67' | 977.50" | 007°36'02"| 64.93 | 129.58 $87°07'02"E 7 oat a 7.867 = 2,039 L18 | s45‘53'16"— | 21.21"
c19} 86.40’ | 55.00' | o90'00'05"| 55.00 77.78 N45'55'00"W a 10,253 = 7787 Be 10,118 Lt9 | s47°39'13"w | 19.85"
c20| 86.40’ | 55.00’ | o90'00'05"} 55.00 | 77.78 N44°04'58"E 19 10.455 53 7,600 a 9.760 L20 | s45‘55'03"E | 21.21"
c21| 147.79" | 1022.50" | oos'16's3"| 74.02 | 147.66 S86°46'37"E 20 yaaa Sa 7500 u 750 L21 | s44'o4's7"w | 21.21"
c22 | 141.28" | 977.50' | oos'16'53"| 70.76 | 141.16 | _NeG'46'37"W a ae = a y 3750 (22 | s45‘55'03"E | 21.21"
23} 86.40" | 55.00' | 090'00'07"| 55.00 77.78 $45°55'01"E a rn = 7,800 — ao (23 | N44'04’57"E | 21.21'
c24| 120.19" | 170.50" | o423'19"| 62.71 | 117.71 $70°43'23"E = 9.087 37 7,800 1 ails L24 | s44ro0'49" | 18.25"
c25| 81.76" | 129.50" | o56"10'23"| 42.29 80.41 Nes'36'55"W 24 9,100 se aN a eT L25 | $47°37'29"W | 28.07'
c26 | 116.50’ | 1022.50" | 006°31'40"| 58.31 | 116.43 $84°14'13"W 25 3,104 a 308 au 10.391 L26 | Noz"34’o0"w | 31.14"
27 | 138.35’ | 977.50’ | oos'06'35”| 69.29 | 138.24 NB5‘01'40"E = 9,229 Py rT Pvt 10,870 L27 | Nag‘06"46"E | 25.51"
c28 | 87.79' | 977.50" | oos‘08'46"| 43.93 87.76 N85'53'23"W = 9,612 Pm ais 95 11,085 L28 | soo16'17"E | 10.62"
29 | 135.64’ | 1022.50’ | 007°36'02"| 67.92 | 135.54 $87°07'02"E 2B 10,048 62 aa 26 11,106 L29 | saeoo'00"e | 16.58
30 | 144.72’ | 1022.50’ | oos'06'35"| 72.48 | 144.60 N85‘01"40"E 20 10.270 a we a 11,106 L30 | s6g'04’40"E | 22.17"
31 |~138.35' | 977.50' | oos'06's5"| 69.29 | 138.24 s85'01'40"W 6 10270 m 7.908 o 10,485 L31 | Nag‘04’57"e | 178.29'
32 | 219.03" | 977.50" | 012°50'19"| 109.98 | 218.58 $84°29'53"E = 10,270 oS 7968 99 10,485 L32 | s69'04’40"E | 6.88"
33 | 229.12" |1022.50' | 012°50'19"| 115.04 | 228.64 | _NB84"29'53"W 52 10,270 66 3387 100 11,600 L33 | Ngg'04's7"e | 174.66"
34 | 219.03" | 977.50’ | 012°50'19"| 109.98 | 218.58 | _NB4"29'53"W 35 70.270 o7 3400
C35 | 226.00" | 1022.50' | 012°39'50" | 115.46 | 225.54 $84°24'39"E. 34 10,270 a 3,400
36 | 147.79" | 1022.50’ | oos'16'53"| 74.02 | 147.66 N86"46'37"W
37 | 11.93' | 977.50’ | 000°41'58"| 5.97 11.93 $82°59'09"E
c38| 56.66" | 977.50’ | 00319'1 28.34 56.65 $89°15'25"E
39 | 104.52’ | 160.50 | 037"18'37"| 54.19 | 102.68 N67°20'56"E
c40| 98.34" | 139.50" | o40'23'19" | 51.31 96.31 S68°53'18"W
c41| 30.63" | 19.50’ | o9000'00"| 19.50 27.58 N45‘55'03"W
c4z| 30.63’ | 19.50’ | o90'00'00"| 19.50 27.58 N44°04'57"E
c43 | 98.34" | 139.50" | 040'23'19"| 51.31 96.31 $70°43'23"E
c44| 104.52’ | 160.50" | 037°18'37"| 54.19 | 102.68 Ne9"11'02"W
c45| 38.69' | 12.75" | 173'50'36"| 237.08 | 25.46 Noo'ss'03"W
TRACT TABLE
TRACT | AREA (SQUARE FEET) | AREA (ACRES) TRACT USE
TRACT A 44,865 1.030 TANDSCAPE, OPEN SPACE, DRAINAGE, RETENTION, UTILITY EASEMENT, PUBLIC SEWER EASEMENT,
TRACT B 2,600 0.060 LANDSCAPE, UTILITY EASEMENT
TRACT C 4,043 0.093 LANDSCAPE, UTILITY EASEMENT
TRACT D 4,055 0.093 LANDSCAPE, UTILITY EASEMENT
TRACT E 2,976 0.068 LANDSCAPE, UTILITY EASEMENT
TRACT F 143,383 3.292 LANDSCAPE, OPEN SPACE, DRAINAGE, RETENTION, UTILITY EASEMENT
TRACT G 2,609 0.060 LANDSCAPE, UTILITY EASEMENT LOT LINES
TRACT H_ 3,817 0.088 LANDSCAPE, UTILITY EASEMENT — ie —
TRACT | 3,703 0.085 LANDSCAPE, UTILITY EASEMENT seus. | FRONT LOT LINE
TRACT J 2,900 0.087 LANDSCAPE, UTILITY EASEMENT meen bissaesidiailaaie
TRACT K 141,605 3.251 TENOSCArE. OPEN SPACE, DRAINAGE, RETENTION, AMENITY, UTILITY EASEMENT, AND PUBLIC TYPICAL PUBLIC UTILITY
TRACT L. 22,010 0.505 LANDSCAPE, UTILITY EASEMENT EASEMENT DETAIL
TRACT M 297,295 6.825 | EGRESS, DRAINAGE, EMERGENCY UCICLE AGCESS.PEDESTRIAN AGGESS, VEHICULAR ACCESS EASEMENT
TOTAL 675,861 15.516
LEGEND
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V.NAE.
Ac.
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c1
BSL.
PAE.
MCR.
HOA.
c.0.c.
M.C.D.0.T.
SECTION CORNER - FOUND BRASS CAP (UNLESS
OTHERWISE NOTED)
FOUND BRASS CAP PER ADJOINING RECORDED
SUBDIVISION PER M.A.G. STD. DTL. 120, TYPE "B"
(UNLESS OTHERWISE NOTED)
CENTERLINE MONUMENTATION - SET BRASS CAP
FLUSH UPON COMPLETION OF JOB PERM.A.G. STD.
DTL. 120, TYPE "B" (UNLESS OTHERWISE NOTED)
CORNER OF SUBDIVISION - SET BRASS CAP UPON
TION OF JOB PER MA.G. STD. DTL. 120,
(UNLESS OTHERWISE NOTED)
CORNER OF THIS SUBDIVISION - SET SURVEY
MARKER PER M.A.G. STD. DTL. 120, TYPE "C"-
MODIFIED (UNLESS OTHERWISE NOTED)
SECTION LINE
MID-SECTION LINE
BOUNDARY LINE
LOT LINE
CENTERLINE
EASEMENT
FLOOD ZONE BOUNDARY
SHEET NUMBER
30'X 30’ SIGHT VISIBILITY EASEMENT
4'x 4’ WATER EASEMENT (WE)
FOR SERVICES
4'x 4’ WATER EASEMENT (WE)
FOR FIRE HYDRANTS IN LOTS
4'x 4! WATER EASEMENT (WE)
FOR FIRE HYDRANTS IN TRACTS
SIGHT VISIBILITY EASEMENT
PUBLIC UTILITY EASEMENT
VEHICULAR NON ACCESS EASEMENT
ACRES
LINE NUMBER,
CURVE NUMBER
LOT RESTRICTED TO SINGLE STORY HOME
HEADLIGHT INTRUSION
POINT OF BEGINNING
BUILDING SETBACK LINE
PUBLIC ACCESS EASEMENT
MARICOPA COUNTY RECORDER
HOME OWNERS ASSOCIATION
CITY OF CHANDLER
MARICOPA COUNTY DEPARTMENT OF
TRANSPORTATION
SLs)
3
20’ RSLs)
25 RSLa
Ir 15° RSL)
COUNTY RECORDER
SINGLE STORY RESTRICTIONS
1.
PER ZONING CODE PLH21-0088/PLT21-0059 THE
FOLLOWING LOTS SHALL BE CONSTRUCTED WITH
SINGLE STORY HOMES ONLY: 18, 19, 20, 21, 22, 23, 48,
49, 50, 51, 52, 85, 86 AND ALL CORNER LOTS
ADJACENT TO AN ARTERIAL STREET.
ALONG THE NORTH PROPERTY LINE AND ADJACENT
TO AN ARTERIAL STREET, NO MORE THAN TWO
TWO-STORY HOMES SHALL BE BUILT SIDE-BY-SIDE.
ONT YARD SETBACKS
FR
1
2
RE,
3
20' SETBACK IS MEASURED FROM TO FACE OF
GARAGE TO BACK OF SIDEWALK (FRONT ENTRY)
10' FOR FRONT PORCHES, FRONT COURTYARDS,
LIVABLE AREA OR SIDE TURN GARAGE
“AR SETBACKS
15' FOR SINGLE-STORY HOMES AND/OR COVERED
4.
5.
6.
PATIOS.
25' FOR TWO-STORY HOMES
20' FOR SINGLE-STORY HOMES WHEN BACKING TO
HUNT HIGHWAY & MQUEEN ROAD.
30’ FOR TWO-STORY HOMES WHEN BACKING TO
HUNT HIGHWAY & MCQUEEN ROAD.
SIDE SETBACKS
ra
5710’ ARCHITECTURAL ELEMENTS AND/OR
PROJECTIONS SHALL BE PERMITTED TO ENCROACH
UP TO TWELVE (12) INCHES INTO FRONT AND SIDE
YARD SETBACKS
COMBINED SIDE YARD SETBACKS ON A LOT SHALL
NOT BE LESS THAN 15' (10 MINIMUM BUILDING
SEPARATION).
HVAC UNITS AND REFUSE RECEPTACLES WILL BE
ALLOWED IN THE SIDE YARDS, BUT NO CLOSER THAN
THREE (3) FEET FROM THE PROPERTY LINE
LEGEND
FSL- FRONT SETBACK LINE
SSL - SIDE SETBACK LINE
RSL- REAR SETBACK LINE
SVE - INDICATES 30'X30' SIGHT VISIBILITY EASEMENT
30' RSLs)
20' RSLis)
-25' RSLia)
45' RSL)
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|
TYPICAL CORNER TYPICAL LOT DETAIL \ TYPICAL KNUCKLE
LOT DETAIL N.T.S. LOT DETAIL
N.T.S. N.T.S.
COC LOG NO. PLT24-0008
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RE-PLAT OF FINAL PLAT
EARNHARDT RANCH
CHANDLER, ARIZONA
‘SHEET
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[evL Contact: DOUG CHUBIN
[EVL Project #:01-0370701
(©2022 Ogg 8 Yor Loe Coneakana, Ie
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repeat any frat
Printed By: Dominique Print Date: June 26, 2024 Filename: N:\01\0370701\Cadd\DS.FPLAT.O1_REPLAT.dwg
~ COUNTY RECORDER
CONSULTANTS
602-264-6831
www.cvici.com
WEST 1/4 CORNER, SECTION 35
TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND C.0.C. BRASS CAP IN HAND HOLE
4550 North 12th Street
Phoenix, Arizona 85014
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HUNT HIGHWAY _ Ee —|- —(
SOUTH 1/4 CORNER, SECTION 35
POINT OF BEGINNING TOWNSHIP 2 SOUTH, RANGE 5 EAST
SOUTHWEST CORNER, SECTION 35 FOUND MCDOT BRASS CAP IN HAND HOLE
TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND BRASS CAP IN HAND HOLE
|
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LOCATION MAP eve eenae DOUG CHUBIN
(SCALE 1"=100') [eve Preject#-01-0370701
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COC LOG NO. PLT24-0008 oprasSo i ay format
Print Date: June 26, 2024 Filename: N:\O1\0370701\Cadé\DS.FPLAT.01_REPLAT.dwg
Printed By: Dominique
WEST 1/4 CORNER, SECTION 35
TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND C.0.C. BRASS CAP IN HAND HOLE
22.50"
ROW
30° X 30' S.V.E-
SIGHT VISIBILITY
EASEMENT
VARIES:
ROW
PRIVATE STREET
4'x 4’ WATER EASEMENT (WE) AND
PUBLIC UTILITY EASEMENT (PUE)
FOR SERVICES
WATER EASEMENT DETAIL
NTS
4'x 4’ WATER EASEMENT (WE) AND
PUBLIC UTILITY EASEMENT (PUE)
FOR FIRE HYDRANTS IN LOTS
4! x 4’ WATER EASEMENT (WE) AND
PUBLIC UTILITY EASEMENT (PUE)
FOR FIRE HYDRANTS IN TRACTS
COUNTY RECORDER
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COC LOG NO. PLT24-0008
CONSULTANTS
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvici.com
REVISION
Coe & Van Loo Consultants, Inc.
NO.
CHANDLER, ARIZONA
RE-PLAT OF FINAL PLAT
EARNHARDT RANCH
[evi Contact’ DOUG CHUBIN
‘SHEET
04 or 06
[6VL Project: 01-0370701
‘©2022 One & Yan Loo Constants fe
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Print Date: June 26, 2024 Filename: N\O1\0370701\Cadd\DS.FPLAT.01_REPLAT.dwg
Printed By: Dominique
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SCALE: 1"=50' CYL Project #: 01-0370701
202 Gogh ar ee Canons
COC LOG NO. PLT24-0008 roproditta i a format
Print Date: June 26, 2024 Filename: N\O1\0370701\Cad¢\DS.FPLAT.01_REPLAT.dwg
EX. 33° RW
PER BOOK 2
OF ROAD
MAPS, PAGE
6oM.CR.
Printed By: Dominique
SEE SHEET 5 nag‘o4'57"E 120.00"
COUNTY RECORDER _
POINT OF BEGINNING
SOUTHWEST CORNER, SECTION 35
TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND BRASS CAP IN HAND HOLE
UNSUBDIVIDED
GILA RIVER INDIAN
COMMUNITY
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- _ _ serorsew 132450" ~ PINAL COUNTY sesros'se'W 2648.99"
SOUTHWEST 1/4 CORNER, SECTION 35
TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND MCDOT BRASS CAP IN HAND HOLE
50"
—“——
SCALE:
0
COC LOG NO. PLT24-0008
CONSULTANTS
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvici.com
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