Extracted text (via ocr_local)
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Filename: N:\01\0370701\Cadd\DS.FPLAT.01.dwo
Date: March 30, 2023
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 THIS FINAL PLAT FOR "EARNHARDT RANCH", A PORTION OF LAND
LOCATED 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 PLAT AS AND FOR THE PLAT OF
"EARNHARDT RANCH" AND HEREBY DECLARES THAT SAID 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 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 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, |, 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" IS 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 |S
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 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:
ITs:
ACKNOWLEDGEMENT
STATE OF ARIZONA)
)ss
COUNTY OF MARICOPA )
ON THIS ___ DAY OF , 2023, 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__
ROAD COUNTY RECORDER
A FINAL PLAT OF -
EARNHARDT RANCH
A PORTION OF LAND LOCATED IN THE SOUTHWEST QUARTER
OF SECTION 35, TOWNSHIP 2 SOUTH, RANGE 5 EAST
OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA
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:
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°17'14"
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;
THENCE NORTH 88°50'54" EAST, DEPARTING SAID WEST LINE, A DISTANCE OF 1,324.94
FEET TO THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID
SECTION 35;
THENCE SOUTH 00°16'17" EAST, ALONG SAID EAST LINE, A DISTANCE OF 1,342.59 FEET
TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 35;
THENCE SOUTH 89°04'56" WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 1,324.50 FEET
TO THE POINT OF BEGINNING.
CONTAINING 1,774,809 SQUARE FEET OR 40.744 ACRES, MORE OR LESS.
NOTES
1. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES,
FENCES AND DRIVEWAYS.
2. NO STRUCTURES OR VEGETATION OF ANY KIND THAT WOULD IMPEDE THE FLOW OF
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,
ONLY GROUND COVER AND BUSHES ARE ALLOWED TO BE PLANTED WITHIN THE
EASEMENT AREA. NO TREES ARE ALLOWED.
5. THE PERSON(S) HOLDING TITLE TO THE COMMON AREA TRACTS ("TITLEHOLDER(S)")
SHALL BE RESPONSIBLE FOR IRRIGATION OF THE COMMON TRACTS. THE SOURCE
OF IRRIGATION WATER FOR THE COMMON AREA TRACTS SHALL BE WATER. WATER,
OTHER THAN SURFACE WATER FROM ANY IRRIGATION DISTRICT, THROUGH
SOURCES CONSISTENT WITH THE ARIZONA LAW AND THE RULES AND REGULATIONS
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
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. A 1/2" 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 8' APART.
ROAD
ROAD
ia SITE
MCQUEEN
oa
COOPER
HUNT
HIGHWAY
VICINITY MAP
(NOT-TO-SCALE)
HOMEOWNERS ASSOCIATION RATIFICATION:
BY THIS RATIFICATION DULY
ELECTED PRESIDENT OF THE EARNHARDT RANCH COMMUNITY ASSOCIATION,
ACKNOWLEDGES THE RESPONSIBILITIES IDENTIFIED HEREON.
SIGNATURE DATE
ACKNOWLEDGEMEN
STATE OF ARIZONA )
)ss
COUNTY OF MARICOPA )
ON THIS. DAY OF , 2023, 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__
SITE TABLE
IGROSS AREA 40.744 AC 1,774,809 SQ FT
INET AREA 37.145 AC 1,618,026 SQFT
ZONING PAD
YIELD 100
|GROSS DENSITY 2.45 DU/AC
INET DENSITY 2.69 DU/AC
PRIVATE STREETS (TRACT M) 6.825 297,295 SQFT
OWNER
RESERVE 100, L.L.C.
3321 E BASELINE RD
GILBERT, AZ 85234
PHONE: (480) 892-4492
CONTACT: TOM LEMON
EMAIL: TLEMON@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.
wv Lebel ib bbe
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 , 2023
MAYOR DATE
ATTEST:
CITY CLERK DATE
COC LOG NO. PLT22-0034
CONSULTANTS
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvici.com
REVISION
Coe & Van Loo Consultants, Inc.
NO.
FINAL PLAT
EARNHARDT RANCH
CHANDLER, ARIZONA
‘SHEET
“01 "Se 06
GROSS AREA = 40.744 ACRES | SEE SHEET 2 FOR, CURVE & LINE
NET AREA = 37.145 ACRES — | tastes © NOTAREA
‘cv Contact’ DOUG CHUBIN
[Evt Project #:01-0370701
© 2022.00 § van Loo Constante
reeodStuon any format
Filename: N:\01\0370701\Cadd\DS.FPLAT.01.dwo
Print Date: March 30, 2023
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
C1 | 105.74’ | 150.00’ | 040°23'19"| 55.17 103.56 N68°53'18"E LoT# Ne Lor# Soo LoT# soon L1 | NO2°28'53"E | 31.24"
C2 | 105.74’ | 150.00’ | 040°23'19" | 55.17 103.56 S68'53'18"W 1 9,737 35 10,257 69 9,000 L2 | S44°04’57"W | 21.21"
C3 | 105.74 | 150.00" | 040'23'19"| 55.17 | 103.56 N70"43'23"W 2 2.750 36 70.360 70 3.010 L3 | s45‘5s'03" | 21.21"
c4 | 105.74’ | 150.00’ | 040'23'19"| 55.17 | 103.56 $70°43'23"E 3 10,400 7 10.372 7 3.433 L4 | sas‘5s'03"E | 21.21"
5 | 132.66" | 1000.00" | 007°36'02”| 66.43 | 132.56 N87"07'02"W rn 10,400 38 10.372 72 7987 LS | 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 10,336 73 7,800 L6 | S45°55’03"E | 21.21"
C7 | 141.54’ | 1000.00’ | 008°06'35" | 70.89 141.42 N85°01'40"E 6 12,833 0 10,078 74 8,450 L7 | S43°30'06"W | 21.43"
C8 | 141.54’ | 1000.00" | oo8'06'35"| 70.89 | 141.42 $85'01'40"W 7 9,083 ni 9.582 75 7,800 Ls | s45'55'03"E | 21.21"
c9 | 224.08 | 1000.00" | 012°50'19"| 112.51 | 223.61 N84‘29'53"W 3 2.088 wD 3.198 76 7,800 Lo | N45‘05'24"E | 20.84"
C10 224.08" | 1000.00" | 012°50'19"| 112.51 | 223.61 $84°29'53"E 9 9.128 ra 9,100 7 710 L10 | N45‘55'03"w | 21.21"
c11| 144.54’ | 1000.00" | 008'16’53”| 72.39 | 144.41 N86'46'37°W 10 9.146 v1 9,100 78 7951 L11 | s44°04’57’w | 21.21°
C12 144.54’ | 1000.00" | oos'16’53"| 72.39 | 144.41 S86°46'37"E 1 9,163 re 9,100 79 3303 L12 | N45‘55'03"W | 21.21’
C13} 80.80’ | 129.50’ | 035°44'56"| 41.76 79.50 N66'34'06"E 12 9,180 46 9,100 30 9,023 L13 | s44°04’57°W | 21.21"
C14] 120.19" | 170.50" | 040°23'19"| 62.71 117.71 $68°53'18"W 13 2.188 ra 3,100 Bi 9.051 L14 | s45'55'03"E | 21.21"
c15| 32.52 | 25.00' | 074°32'02"| 19.02 30.28 N38'11'04°W 14 2215 7B 3.088 a 2,051 L15 | $44°04’57"w | 21.21"
c16| 222.12’ | 50.00’ | 254°32'02”| -65.71 | 79.58 $51°48'56"W 15 2238 79 7.667 BS 3051 L16 | s45‘55'03"E | 21.21"
C17 135.64’ | 1022.50" | 007°36'02”| 67.92 | 135.54 N87"07'02"W 16 9.395 50 7,680 on 9,051 L17 | $44°04’57°w | 21.21"
c18| 129.67" | 977.50’ | 007°3e'02"| 64.93 | 129.58 $87°07'02"E 7 oat a1 7,667 a 9,039 L18 | s45°53'16"E | 21.21"
C19} 86.40’ | 55.00’ | 090°00'05"| 55.00 77.78 N45°55’00"W 18 10,253 52 7,787 36 10,118 L19 | S47°39'13"W | 19.85’
c20| 86.40’ | 55.00’ | 090°00'05"| 55.00 77.78 N44°04'58"E 19 10,438 33 7,800 a 9.750 L20 | s45'55'03"E | 21.21"
21} 147.79" | 1022.50’ | 008'16’53"| 74.02 | 147.66 S86°46'37"E 20 T0461 oa 7,800 38 3.750 L21 | s44°04’57’w | 21.21°
C22 | 141.28" | 977.50’ | 008'16'53"| 70.76 | 141.16 N86'46'37"W 2 10478 5S 7,800 39 3.780 L22 | sa5‘5s'03"E | 21.21"
C23| 86.40’ | 55.00° | 090'00'07"| 55.00 77.78 S45°55'01"E 22 10.926 56 7,800 20 9,100 L23 | N44'04’57"E | 21.21"
c24| 120.19° | 170.50" | 040'23'19"| 62.71 117.71 $70°43'23"E 23 9,087 37 7800 om oit3 L24 | $44°00°49"E | 18.25"
C25} 81.76’ | 129.50’ | 036'10'23"| 42.29 80.41 N68'36'55"W 24 9,100 58 7,840 2 9,295 25 | S47°37'29"w | 28.07’
26 | 116.50’ | 1022.50" | 006°31'40"| 58.31 | 116.43 $84°14'13"W 25 9,104 50 3060 35 10,301 L26 | No2"34’00"W | 31.14
27 | 138.35’ | 977.50’ | 008'06'35"| 69.29 | 138.24 N85‘01'40"E 26 2.208 60 3495 94 TOa70 L27 | N39"06'46"E | 25.51"
c28| 87.79" | 977.50’ | 005'08'46"| 43.93 87.76 N85‘53'23"W 7 a a1 2148 - 11,088 L28 | s6gr04’40"E | 22.17"
C29 | 135.64’ | 1022.50" | 007°36'02”| 67.92 | 135.54 $87°07'02"E 28 10.049 62 3876 26 11,106 129 | se9'04’40"E | 6.88"
C30 | 144.72’ | 1022.50’ | 008"06'35" | 72.48 144.60 N85°01'40"E. 29 10,270 63 71,289 97 71,106 L30 | S00"16"17"E | 10.62’
C31} 138.35" | 977.50" | 008'06'35"| 69.29 | 138.24 $85'01'40"W 30 10.270 64 10,723 98 10,465 L31 | s46'00'00"E | 16.58”
32 | 219.03' | 977.50’ | 012°50'19"| 109.98 | 218.58 $84°29'53"E x1 10.270 65 10,787 99 10,485
C33 | 229.12" | 1022.50" | 012°50'19"| 115.04 | 228.64 N84‘29'53°W - 10270 66 3387 100 71,600
C34 | 219.03’ | 977.50’ | 012°50'19"| 109.98 | 218.58 N84‘29'53"W 33 10.270 67 3.400
C35 | 226.00" | 1022.50" | 012°39'50"| 113.46 | 225.54 $84°24'39"E 3a 10.270 68 3,400
C36 | 147.79" | 1022.50" | oos'16'53"| 74.02 | 147.66 NB6'46°37"W
C37 | 56.66’ | 977.50’ | 00319'15"| 28.34 56.65 $89°15'25"E
c38| 38.69" | 12.75’ | 173'50'36"| 237.08 | 25.46 NOO's5'03°W
C39 | 104.52’ | 160.50" | 037°18'37"| 54.19 | 102.68 N67"20'56"E
C40 | 98.34’ | 139.50’ | 040'23'19"| 51.31 96.31 S68'53'18"W
c41] 30.63’ | 19.50’ | o90'00’00"| 19.50 27.58 N45‘55'03"°W
c42| 30.63' | 19.50’ | 090°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 N69"11'02"W
TRACT TABLE
TRACT | AREA (SQUARE FEET) | AREA (ACRES) TRACT USE
TRACT A 44,865 1.030 LANDSCAPE, 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 LoTLNes
TRACT H 3,817 0.088 LANDSCAPE, UTILITY EASEMENT ee _
TRACT | 3,703 0.085 LANDSCAPE, UTILITY EASEMENT -
TRACT J 2,900 0.087 | LANDSCAPE, UTILITY EASEMENT Pra) eer ae
TRACT K 741,605 3.251 TANDSCAPE, 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 VEHICLE ACCESS.PEDESTRIAN ACGESS, VEHICULAR ACCESS. EASEMENT (NOT-TO-SCALE)
TOTAL 676,405 15.528
LEGEND
ve
MCR.
HOA.
c.0.c.
MC.D.O.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 PER M.A.G. STD.
DTL. 120, TYPE "B" (UNLESS OTHERWISE NOTED)
CORNER OF SUBDIVISION - SET BRASS CAP UPON
COMPLETION OF JOB PER M.A.G. STD. DTL. 120,
TYPE "B" (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
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.
FRONT YARD SETBACKS.
7
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
7.
5/10’ 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 SHALL NOT BE
LESS THAN 15' (2-5' SIDE YARD SETBACKS SHALL NOT
BE SPECIFIED SIDE BY SIDE),
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
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Coe & Van Loo Consultants, Inc.
NO.
FINAL PLAT
EARNHARDT RANCH
CHANDLER, ARIZONA
‘SHEET
“02 “Se 06
‘cv Contact’ DOUG CHUBIN
[Evt Project #:01-0370701
©2022 Cog & Van Loo Coneutans, ne
‘tonic reso to
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Printed By: Dominique Print Date: March 30, 2023 Filename: N:\01\0370701\Cadd\OS.FPLAT.01.dwg
WEST 1/4 CORNER, SECTION 35
TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND C.0.C. BRASS CAP IN HAND HOLE,
|
SPRINGFIELD BLOCK FIVE
| BOOK 448, PAGE 33 M.C.R.
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BOOK 521, PAGE 35 M.C.R.
POINT OF BEGINNING
SOUTHWEST CORNER, SECTION 35
TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND BRASS CAP IN HAND HOLE
COUNTY RECORDER
\- SOUTH 1/4 CORNER, SECTION 35
TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND MCDOT BRASS CAP IN HAND HOLE:
LOCATION MAP
(SCALE 1"=100')
COC LOG NO. PLT22-0034
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www.cvici.com
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Phoenix, Arizona 85014
DATE
REVISION
Coe & Van Loo Consultants, Inc.
No. |
FINAL PLAT
EARNHARDT RANCH
CHANDLER, ARIZONA
‘SHEET
“03 “Se 06
(CVL Contact! DOUG CHUBIN
(CVt Project #:01-0370701
© 2022.00 § van Loo Constante
Biot
roprodstton any format
Filename: N:\01\0370701\Cadd\DS.FPLAT.01.dwo
Print Date: March 30, 2023
Printed By: Dominique
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COC LOG NO. PLT22-0034 readstuon many format
Filename: N:\01\0370701\Cadd\DS.FPLAT.01.dwo
Print Date: March 30, 2023
Printed By: Dominique
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Print Date: March 30, 2023
Printed By: Dominique
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POINT OF BEGINNING
FOUND BRASS CAP IN HAND HOLE TOWNSHIP 2 SOUTH, RANGE 5 EAST
FOUND MCDOT BRASS CAP IN HAND HOLE
UNSUBDIVIDED
GILA RIVER INDIAN
COMMUNITY
7 ‘SHEET
06 or 06
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[Cut Project #: 01-0370701
(©2022 Gap & an Loo Conta,
COC LOG NO. PLT22-0034 readstuon many format