Extracted text (via ocr_local)
20089 characters
Fe: C:\Terp\AcPubleh_14204\050899-Fne Plot.deg Plotted _Feb 07, 2022
DEDICATION
KNOW ALL MEN BY THESE PRESENTS:
NEW VILLAGE HOMES, AS OWNER, HAS SUBDIVIDED UNDER THE NAME OF "OLD STONE RANCH PHASE 4”, A PORTION
OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 6 EAST, OF THE GILA AND SALT RIVER
MERIDIAN, MARICOPA COUNTY, ARIZONA, AS SHOWN PLATTED HEREON AND HEREBY PUBLISH THIS FINAL PLAT AS
AND FOR THE PLAT OF SAID "OLD STONE RANCH PHASE 4” AND HEREBY DECLARES THAT SAID FINAL PLAT SETS
FORTH THE LOCATION AND GIVES THE DIMENSIONS OF THE LOTS, TRACTS, EASEMENTS AND STREETS CONSTITUTING
SAME AND THAT EACH LOT, TRACT, EASEMENT AND STREET SHALL BE KNOWN BY THE NUMBER, LETTER OR NAME
GIVEN TO EACH RESPECTIVELY ON SAID FINAL PLAT.
EASEMENTS ARE DEDICATED AS SHOWN ON THIS PLAT.
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.
EMERGENCY VEHICULAR ACCESS EASEMENT ACROSS THE PROPERTY IS DEDICATED TO THE CITY OF CHANDLER.
RIGHT-OF-WAY IS DEDICATED TO THE CITY OF CHANDLER AS SHOWN ON THIS PLAT.
ALL PROPERTY, AMENITIES AND FACILITIES PROPOSED TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION ARE
HEREWITH PLATTED AS COMMON PROPERTY.
TRACTS "A", "B", C, AND "D” ARE NOT DEDICATED TO THE PUBLIC, BUT ARE PLATTED AS COMMON PROPERTY FOR
THE USE AND ENJOYMENT OF THE OLD STONE RANCH COMMUNITY ASSOCIATION AS MORE FULLY SET FORTH IN THE
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS.
TRACT "E” 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 GUEST.OWNER GRANTS TO THE CITY OF
CHANDLER AN EASEMENT OVER, UNDER, THROUGH AND ACROSS TRACT "E” 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
FINAL PLAT
OLD STONE RANCH PHASE 4
A PORTION OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 2 SOUTH,
RANGE 6 EAST, OF THE GILA AND SALT RIVER MERIDIAN,
MARICOPA COUNTY, ARIZONA.
EASEMENT IS HEREBY DEDICATED TO THE CITY OF CHANDLER OVER TRACT "E”
THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO BACK OF CURB SHALL BE THE
RESPONSIBILITY OF THE OLD STONE RANCH COMMUNITY ASSOCIATION OR ABUTTING PROPERTY OWNER.
THE MAINTENANCE OF LANDSCAPING WITHIN ALL TRACTS SHALL BE THE RESPONSIBILITY OF THE OLD STONE RANCH
COMMUNITY ASSOCIATION, AS MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS. ALL TRACTS SHALL BE IMPROVED IN ACCORDANCE WITH APPROVED PLANS AND DEEDED TO THE OLD
STONE RANCH COMMUNITY ASSOCIATION AFTER PLAT RECORDATION,
IN WITNESS WHEREOF: NEW VILLAGE HOMES, AS OWNER, HAS HEREUNTO CAUSED THEIR NAME TO BE AFFIXED AND
THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE OFFICER LISTED BELOW, THEREUNTO DULY AUTHORIZED.
NEW VILLAGE HOMES
BY:
ITS:
ACKNOWLEDGMENT
STATE OF ARIZONA
SS
COUNTY OF MARICOPA
ON THIS DAY OF 2022, 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, | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC DATE.
MY COMMISSION EXPIRES:
LIEN HOLDER RATIFICATION
KNOW ALL MEN BY THESE PRESENTS:
THAT THE UNDERSIGNED AS BENEFICIARY OF THAT CERTAIN DEED OF TRUST RECORDED IN DKT. NO.
RECORDS OF MARICOPA COUNTY RECORDER, MARICOPA COUNTY, ARIZONA,
HEREBY RATIFIES, AFFIRMS, AND APPROVES THIS PLAT, THE DECLARATION OF RESTRICTION RECORDED
CONCURRENTLY HEREWITH, AND EACH AND EVERY DEDICATION CONTAINED HEREIN.
IN WITNESS WHEREOF, THE UNDERSIGNED HAVE SIGNED THEIR NAMES THIS DAY
OF 2022
BY:
ITS
ACKNOWLEDGMENT
STATE OF ARIZONA
iss
COUNTY OF MARICOPA
ON THIS DAY OF 2022, 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, | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC DATE
MY COMMISSION EXPIRES:
TRACT A 1 2 3 4 5 6 7 8 9 10 11 12
a | RAINBOW DRIVE —
—. TRACT E
2 | 19 | 1s | 17 | 16 | a5 | a4 | 33 ds
& B 8 P60
BARTLETT WAY 'g TRACT B Bae (ALL ON SHEET 2)
2 2
\ 5 os | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 32 | 32 |e
w BARTLETT WAY - /
8 ARTETA
a ee
wt
Z| 33
37 | 36 | 35 | 34
= | TRACT D a4 | 43 | a2 | a1 | 40 | 39 | 38
CHANDLER HEIGHTS ROAD.
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED CHANDLER, IN THE COUNTY OF MARICOPA, STATE OF
ARIZONA, AND IS DESCRIBED AS FOLLOWS:
THAT PART OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 6 EAST OF THE
GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 19, BEING MARKED BY A BRASS CAP
FLUSH, FROM WHICH POINT THE SOUTH QUARTER CORNER OF SAID SECTION 19, BEING MARKED BY A
BRASS CAP FLUSH, BEARS SOUTH 89°49'26” WEST (BASIS OF BEARINGS), A DISTANCE OF 2641.41 FEET;
THENCE SOUTH 89°4926” WEST, ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE
OF 509.10 FEET TO THE SOUTHWEST CORNER OF THE FINAL PLAT FOR CHANDLER PATHWAYS,
RECORDED IN BOOK 1423 OF MAPS, PAGE 46, MARICOPA COUNTY RECORDS, SAID POINT BEING THE
POINT OF BEGINNING;
THENCE CONTINUING SOUTH 89°49'26” WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 811.44 FEET
TO THE SOUTHEAST CORNER OF THE FINAL PLAT FOR OLDSTONE RANCH PHASE 3, RECORDED IN BOOK
907 OF MAPS, PAGE 48, MARICOPA COUNTY RECORDS;
THENCE NORTH 00'19'20” EAST, ALONG THE EAST LINE OF SAID OLDSTONE RANCH PHASE 3, A
DISTANCE OF 496.60 FEET TO THE SOUTHWEST CORNER OF THE FINAL PLAT FOR AVIAN MEADOWS,
RECORDED IN BOOK 1117 OF MAPS, PAGE 45, MARICOPA COUNTY RECORDS;
THENCE NORTH 89°49'56" EAST, ALONG THE SOUTH LINE OF SAID AVIAN MEADOWS, A DISTANCE OF
811.38 FEET TO THE NORTHWEST CORNER OF SAID CHANDLER PATHWAYS;
THENCE SOUTH 00'18'58” WEST, ALONG THE WEST LINE OF SAID CHANDLER PATHWAYS, A DISTANCE
OF 495.48 FEET TO THE POINT OF BEGINNING.
COMMUNITY ASSOCIATION RATIFICATION
BY THIS RATIFICATION DULY ELECTED PRESIDENT OF THE OLD STONE
RANCH COMMUNITY ASSOCIATION, ACKNOWLEDGES THE RESPONSIBILITIES IDENTIFIED HEREON.
SIGNATURE DATE
COUNTY OF MARICOPA
ACKNOWLEDGMENT
STATE OF ARIZONA
bss
ON THIS DAY OF 2022, BEFORE ME, THE UNDERSIGNED, PERSONALLY
APPEARED WHO ACKNOWLEDGED SELF TO BE THE PERSON WHOSE NAME
1S SUBSCRIBED TO THE INSTRUMENT WITHIN, AND WHO 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:
ENGINEER
BOWMAN
2420 S. POWER ROAD, STE 106
MESA, AZ 85209
PH: 480.629.8830
CONTACT: NATHAN LARSON
EMAIL: nlarson@bowman.com
OWNER/DEVELOPER
NEW VILLAGE HOMES
890 W. ELLIOT ROAD, STE 101
GILBERT, ARIZONA 85233
PH: 602.692.5369
CONTACT: REED PORTER
EMAIL: reedp@newvillagehomes.com
NOTES
CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES,
FENCES AND DRIVEWAYS.
N
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.
ow
IN EASEMENTS FOR THE EXCLUSIVE USE OF WATER, SANITARY SEWER,
RECLAIMED WATER OR ANY COMBINATION THEREOF, ONLY GROUND COVER AND
BUSHES ARE ALLOWED TO BE PLANTED WITHIN THE EASEMENT AREA. NO
TREES ARE ALLOWED.
ALL UTILITIES AND ELECTRIC LINES ARE TO BE INSTALLED UNDERGROUND.
@
ALL INDIVIDUAL LOT PROPERTY CORNERS SHALL BE SET WITH 1/2” REBAR
AND CAP OR TAG BEARING THE REGISTRATION NUMBER OF THE SURVEYOR
RESPONSIBLE FOR THEIR PLACEMENT. PROPERTY CORNERS WILL BE SET AT
COMPLETION OF MASS GRADING.
2
VISIBILITY EASEMENT RESTRICTIONS: ANY OBJECT, WALL, STRUCTURE, MOUND
OR LANDSCAPING (MATURE) OVER 24” IN HEIGHT IS NOT ALLOWED WITHIN THE
VISIBILITY EASEMENT EXCEPT TREES TRIMMED TO NOT LESS THAN 6’ ABOVE
THE GROUND. TREES SHALL BE SPACED NOT LESS THAN 8° APART.
~
ACCORDING TO THE FLOOD INSURANCE RATE MAP #04013C3110M, DATED
NOVEMBER 4, 2015 THIS PROPERTY IS LOCATED IN FLOOD ZONE "X”: AREAS
OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH
AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD.
@
ALL TRACTS THAT WILL NOT BE CONVEYED TO THE CITY OF CHANDLER AND
‘ALL COMMON PROPERTY SHALL BE IMPROVED IN ACCORDANCE WITH PLANS
APPROVED THE CITY OF CHANDLER AND SHALL BE CONVEYED BY WARRANTY
(OR SPECIAL WARRANTY) DEED TO THE OLD STONE RANCH COMMUNITY
ASSOCIATION. THE OLD STONE RANCH COMMUNITY ASSOCIATION SHALL BE
RESPONSIBLE FOR THE MAINTENANCE OF THE COMMON PROPERTY.
©
THIS PROPERTY IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS FOR OLD STONE RANCH COMMUNITY ASSOCIATION
10. LOT AND TRACT MONUMENTS TO BE SET AT COMPLETION OF MASS GRADING.
11. THESE PRIVATE STREETS WILL REMAIN PRIVATE AND WILL NEVER CONVERT TO
PUBLIC OWNERSHIP.
OCOTILLO ROAD
BROOKS FARM ROAD
[BROOKS FARM ROAD__
19-— -
GILBERT ROAD
LINDSAY ROAD
Bowman
SITE
MUSTANG DRIVE
CHANDLER HEIGHTS ROAD
VICINITY MAP
NTS.
SHEET INDEX
1 COVER, NOTES, DEDICATION, SITE DATA, BASIS OF BEARINGS, CERTIFICATIONS, LEGAL DESCRIPTION.
2 LOT AREA, TRACT AREA & USAGE TABLES, LINE & CURVE TABLES, FINAL PLAT PLAN SHEET.
SITE DATA
ZONING: EXISTING: RU-43
PROPOSED: PAD (SINGLE FAMILY RESIDENTIAL)
NUMBER OF LOTS 44
GROSS AREA 402,887 SQ.FT. OR 9.2490 ACRES, MORE OR LESS
NET AREA 350,356 SQ.FT. OR 8.0431 ACRES, MORE OR LESS
MINIMUM LOT AREA
MAXIMUM LOT AREA
AVERAGE LOT AREA
4,455 SQ.FT. OR 0.1023 ACRES, MORE OR LESS
5,656 SQ.FT. OR 0.1298 ACRES, MORE OR LESS
4,735 SQ.FT. OR 0.1087 ACRES, MORE OR LESS
BASIS OF BEARINGS
SOUTH 89 DEGREES 49 MINUTES 26 SECONDS WEST ALONG THE SOUTH LINE OF THE SOUTHEAST
QUARTER OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 6 EAST, OF THE GILA AND SALT RIVER BASE
AND MERIDIAN, MARICOPA COUNTY, ARIZONA, ACCORDING TO BOOK 993 OF MAPS, PAGE 25, M.C.R...
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.
“DA
DOUGLAS 8. TONEY CY
REGISTERED LAND SURVEYOR NO. 55030
BOWMAN
1600 N. DESERT DRIVE, #210
TEMPE, AZ 85281
2/7/22
CITY OF CHANDLER CERTIFICATIONS
THIS IS TO CERTIFY THAT IN MY OPINION ALL LOTS, PARCELS, AND TRACTS SHOWN ON THIS
PLAT CONFORM 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 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
BY ACCEPTANCE OF THIS PLAT, THE CITY OF CHANDLER AGREES TO THE VACATION OR
ABANDONMENT OF THE EASEMENTS DESCRIBED OR SHOWN HEREON AS BEING VACATED OR
ABANDONED.
APPROVED BY THE COUNCIL OF THE CITY OF CHANDLER, ARIZONA THIS
DAY
BY:
MAYOR DATE
ATTEST:
CITY CLERK DATE
Phone: (480) 629-8830
Fax (480) 629-8841
ubowman.com
Bowman Coneuting Group, Lid.
1600 N Deeert Drive, #210
Tempe, AZ 85281
FINAL PLAT
OLD STONE RANCH PHASE 4
CHANDLER, ARIZONA
‘© Bowman Consulting Group, Ltd.
pate: 2/7/22
PROJ NO: _050899-01
TASK NUM: 001
DRAWN BY: TL
CHECKED: DT
QUALITY: NL.
CLIENT NO:
SCALE
N.T.S.
C.O.C. LOG NO.: PLT21-0047
lo 2
Fle: :\Temp\AcPublh_14204\050890-Fa Platdag Pitted _Feb 07, 2022
40
200
40
GRAPHIC SCALE
1" = 40°
v FOUND BRASS CAP FLUSH
LEGEND LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE TRACT AREA TABLE
a SUBDIVISION TO BE SET PER EASEMENT LINE AS NOTED LOT | SQ. FT. | ACRES LOT | SQ. FT. | ACRES LOT | SQ. FT. | ACRES LOT | SQ. FT. | ACRES LOT | SQ FT. | ACRES TRACT | SQ. FT. | ACRES DESCRIPTION
MAG STANDARDS EASEMENT LINE AS NOTED
® MONUMENT TO BE SET PER RIGHT-OF-WAY 1 5,656 | 0.1298 10 5,005 | 0.1149 19 4,647 | 0.1067 28 | 4,477 | 0.1028 37 | 4,455 | 0.1023 TRACT A | 21,893 | 0.5026 OPEN SPACE, RETENTION, LANDSCAPE
MAG STANDARDS, OR AS NOTED
LOT/TRACT LINE 2 | 5,538 | 0.1271 11 | 5,005 | 0.1149 20 | 4,654 | 0.1068 29 | 4,455 | 0.1023 38 | 4,582 | 0.1052 TRACT B | 13,707 | 0.3147 OPEN SPACE, RETENTION, LANDSCAPE, PUE
° FOUND REBAR AS NOTED _ ROADWAY CENTER LINE
M.C.R, MARICOPA COUNTY RECORDER SUBDIVISION BOUNDARY 5.401 | 0.1240] | 12 | 5,263 | 0.1208 21 | 4,608 | 0.1058} | 30 | 4455 | 0.1023) | 39 | 5,042 | o.1158 tract | 2,306 | 0.0529 OPEN SPACE, LANDSCAPE, PUE
PUE PUBLIC UTILITY EASEMENT _— SECTION LINE
R/W RIGHT—OF—WAY 4 5,190 | 0.1192 13 4,455 | 0.1023 22 4,553 | 0.1045 wn 4,455 | 0.1023 40 4,571 | 0.1049 TRACT 0 | 36,938 | 0.8480 OPEN SPACE, RETENTION, LANDSCAPE,
SVTE SIGHT VISIBILITY TRIANGLE EASEMENT : PUE, WATER EASEMENT, RWCD EASEMENT
VNAE VEMIGULAR NON-ACCESS EASEMENT 5 | 5.034 | 01156 | | 14 | 4.455 | 01023] | 23 | 4536 | o108| | 32 | 4455 | 01023] | 41 | 4.463 | 0.1025
Fue HIRE NYORANS CASEMENT NOTE: gt Ree eee tes eRaDING Sae = os oe = PRIVATE STREET, PUE, PUBLIC WATER AND SEWER EASEMENT,
6 | 5460 J oi2s3| | 15 | 4.455 [o1023| | 24 | 4.455 | 0.1023] | 33 | 4.684 | 01075] | 42 | 4455 | o.1023, UTILITIES, DRAINAGE, INGRESS / EGRESS, EMERGENCY
WE/PUE WATER EASEMENT/PUE TRACT E | 67,165 | 1.5419 VEMIGLE AND MANTENANCE: ACOESS EASEMENT
7 | 5,005 | 01149] | 16 | 4.455 | 0.1023] | 25 | 4603 | 0.1057] | 34] 4455 | 0.1023] | 43 | 4.455 | 0.1023 PEDESTRIAN AND VEHICULAR ACCESS EASEMENT,
8 | 5,005 | o.1149 17 | 4,455 [0.1023 | | 26 | 4632 | 01063] | 35 | 4455 | 0.1023] | 44 | 4,536 | oto41
9 | 5,005 | 0.1149 18 | 4.860 | ose | | 27 | 5,053 J ont60| | 36 | 4455 | 0.1023
80
|
| | 7’ SRP ELECTRIC EASEMENT
134.32" l N89°49'56"E 811.38" DKT 12381, Po 381 |
or 29g = 56.00 55.00" 35.00 55.00" 55.00" 60.00 | 55.00] 55.00" a a |
| . 7 x 1 WAE FOUND WINESS CORNER
. : : . 8 ce) ES) 2 2 al REBAR 1.5’ SOUTH
|. 7" : 7" 3 3 = = 3 3 8
eS s | 3 gi a 5 a 7 = S
|= f) 3] 8 5 = = =| i :
| = 5 & 6 3 3 8 2 9 2 Fe
TRACT A I= 1 = 2 = 30 ¢€ 4 8 s a g s s Rs!
|S s 2 $ S 5 8 8 2 S| gyge 2|
I> ayy SS = 2 3 3 S 2 8 axa S| axa S|
Is ve /PUE 3 3 3 2 - J 4x4" 6 (TY) 2) we/pue \ 2 me 2|
2 2 . , We /PUE {We /PUE 1 Cen aa a |
Ve wnae apa (NP) =) r, : 6 e¢nr) ; L=95.03'_ > 56. ao 55.00" 4 55.00} 55.00
. | 56.00") 46.33 4 [u=2271 32.41 7199 or 339.50" —R-#
8 y 7 ci4 4X4" WE/PUE “ RAINBOW DRIVE N89'49°56"E 339.50"
8 7320 =| fj # (he) esssor'e_ 712 _ 33 . NB a - 39°49)
AN Nag'49'56"E 79.20. C2 Ng TRACT E- — aKa TRACTE—
- oe 4x4" ar =z We /PUE 340.00"
os -xz7> rik y >) y y y ou
8 PUE c15 /_WE/PUE “1=5505 60.00 55.00" TT [__ 95:00 ; ad
[\ ta47sz [l=2432 4x4 ee a "aI : _ 3
| 8.70" 6 6 | Yq |WE/PUE S S| s B]WE/PUE 2 8 be
19.9 ol « =) (ne) 8 ES 5 =| (TY) s Fs ®
3 ai s Oh Sle = = ° = 2
8 8 sl, e 8 : 2 1 = 15 ma 2 3 0 .
2 = er 8 2 sf 9 se B® 8 VY & = z 3 3| 20" EMERGENCY
9 30°X30" bal . = 22 = 2/3 3|° 3 2 S| = s r=) 2] ACCESS EASEMENT
‘| SVIE a Ss 3 3 2 3 8 5 Z| | 3 DOC. 2018-0623410, M.C.R.
s| 7 PUE| s FE 5 2 2 f= S| 3| . S|
ST ga gis 2 3 2 2 2 E 1" VNAE =
rm) rary 8 2 8 AQ Rt N89°49'56"E N89°49'56"E N89°49'56"E N89°49'56"E N89°49'56"E N89°49'56"E__
se) we /Pue 52. 2 2 "49°56" N89"49'56"E - 7 7 7 7 §
— | =s- 2.8 Ng9"49'56"E N89"49'56E N89°49'56"E 55.00" 60.00’ 55.00" 55.00 55.00" 55.00" 55.00’ | 2
2) us l= al TRACT B 7 7 55.00" ” S| . . | '
BARTLETT WAY als 2.55 vag fe 98.00 88:00 2 . = 2 3 a| 3 3| el B |e
146.87" 218 47.47 71 S12 ls : 2 ey 3 a 3 &| a a 8 ale
~~ \agag'gi"e 034.71" = TEMP DRAINAGE EASEMENT = |} gs o 3 o a © 2 | ro x
Nag'ag'41"E 234.71" 11) 2 | doc. 2005-1863374, mcr. | = 3 ils = = 2» 38 30 = 3 OE 32 «= ) PUES)
wal TO BE ABANDONED PER |= ol|= 0s al= 26 5 27 é 28 S re) s % | ' i
— 8 THIS PLAT I" = 3|s als als s Z| 5 ya? = § § a Ad
FOUND BRASS CAP FLUSH = js 33 24 als als “ls 3| 2 2] wep 8 2 2 185'| 185°] |2
) 380" IS 2] exe 3 3 8 3 Z| =| 2 g B
30" 7 . SVIE Is 3 26 3 10’ +) = 378: | 5.00-\y J
| R/W ya axe al so 2 "tre wl [- ae 7 [aed I vsi2i oh $5.00 oa)
| We/PUE 71.00" 5 56.00" 95.0 {i160 az29e 3218 ce " 3 soe
' : in 3s] 190.92" 20 ey 719" ce BARTLETT WAY 3
_ 9 TRACTE ny sesastor'w 7 —_*
| . 2 : _ SS a
Oo 3] ! ia — = ar to" = ~ cig Bi PUE 228.28'
ag) 5 2 z i 1904" ~ cai awe] t=s50F TTY 4926 TT f s500 7 55.00 5.00 714.02 |__ 16" WATERLINE
Boo 56.00 f 7 55.00 7 5500 7 frees T=36577 [ 1=3508 28.26" erp) | 5-74 2 3 vee Z| L— 6'(TYP) ald EASEMENT
Bowl a . 1.03" 5. » 8 g 2 sls
= RS 8 | vejour Alba 8 E 3 2 = | Or) 8 ars
=~ l | z 2 : Ee) z a 3 %
é 2 % al (ne) 8 z a 2 = we
g 8: - (n) E) a . = 39 «OE 38s 7 36g 35 34 3
a TRACT D fs 44S 43 422 = 41 0& 0 3% s 3 s S | | =
|S $ = s s =) 2 c=) S| S| c=) 1S
i il |S a bad s ° = g| 2 3 8 =| 3
' ! 5 5 s 2 3 8 s 3 = “) wae 4 8 =
30” 30" |2 2 z| 3 Z| =| =| Y y | 55.00"
Rw | R/w 30°x30" 1" VNAE —+J=— 3 de s P a. -
‘SVTE I = 55.00"
/ ees ee 7
=~ |" RWcD IRRIGATION EASEMENT NB9"49'26"E 761.43" j RWOD IRRIGATION EASEMENT _|
DOC. 2005-1863372, M.C.R. DOC. 2018-0647675, M.C.R.
55° 3
R/W
A CHANDLER HEIGHTS ROAD 7
1320.87" Uv | Bit.44" Hd a 509107
\
SOUTH QUARTER CORNER
SECTION 19, 12S, R6E
FOUND CITY OF CHANDLER
BRASS CAP FLUSH
FOUND BRASS CAP FLUSH
$8949'26"W 2641.41"
(BASIS OF BEARINGS)
EAST QUARTER CORNER
SECTION 19, T2S, R6E
FOUND CITY OF CHANDLER
BRASS CAP FLUSH
SOUTHEAST CORNER
SECTION 19, 12S, R6E
FOUND CITY OF CHANDLER
BRASS CAP FLUSH
LINDSAY ROAD.
NOO'33'47° 2647.64"
FINAL PLAT
OLD STONE RANCH PHASE 4
CHANDLER, ARIZONA
LINE TABLE UNE TABLE LINE, TABLE, LINE. TABLE, CURVE TABLE CURVE TABLE CURVE TABLE
UNE # | LENGTH | DIRECTION UNE # | LENGTH | DIRECTION UNE # | LENGTH } DIRECTION UNE # | LENGTH | DIRECTION CURVE # | LENGTH | RADIUS | DELTA CURVE # | LENGTH | RADIUS | DELTA CURVE # | LENGTH | RADIUS | DELTA
ut | 28.16" | N4455'37"W Ls | 7.39° | seg'4a’41"w us | 22.10° | soo10'04"e 122 | 36.00" | s60"5'44"E c1__| 53.41" | 34.00" | 090°00'00" 8 | 53.41" | 34.00" | 090'00'00" cis} 71.64 | 1018.50" | o04'01'49"
u2 | 22.23" | nas34'10€ Lo | 20.47" | s44'49'49"w U6 | 21.21" | s4449's6"w 123, | 22.08" | N29"44"16"E c2__| 70.34" | 1000.00" | 004°01"49" ca} 36.62" | 52.50" | 039°57'49" c16 | 71.64" | 1018.50" | 004°01'49"
us | 1.87° | sagvg'ai"w Lio | 19.66" | N43%09'07"E U7 | 5.45 | Nast0'04"w L24 | 15.96" | sasto'o4"e 3 | 70.34" | 1000.00" | 004°01"49" cio | 82.47’ | 52.50° | 090°00'00" c17__| 69.04" | 981.50" | 004°01’49"
4 | 44.00° | s0010'19"E ut | 21.21 | s4510'04"€ U8 | 21.21" | N4570'04"W (25 | 675° | N4510'04"W C4 53.41" | 34.00" | 090°00'00" cn 82.47" | 52.50' | 090'00'00" cis 71.64 | 1018.50" | 004°01"49"
us | 47.28" | nagv4g'at"e U2 | 22.10° | soot0'04"e ug | 21.21" | nadv4o’56"e 5 | 53.41" | 34.00" | 090'00'00" ci2__| 82.47' | 52.50" | 09000'00" c19_| 69.04" | 981.50" | 004°01’49"
ts | 6.98' | Neo‘4s's9"E U3 | 12.73" | s44'4g'se"w 120 | 11.06" | s0070s'13"E 6 | 70.34" | 1000.00" | 004°01"49" cis | gar’ | 72.65' | 0071101" c20 | 68.04" | 981.50° | 004'01'49"
u7 | 21.08" | s4510'n"e u4 | 12.73" | s450'04"e u21 | 22.13' | s29%4416"W 7 | 70.34" | 1000.00" | 004°01"49" ci4__| 69.04" | 981.50" | a04°01'49" cat | 71.64" | 1018.50" | o04'01"49"
Lig.
‘© Bowman Consulting Gr
pate: 2/7/22
PROJ NO: _050899-01
TASK NUM: 001
DRAWN BY: TL
CHECKED: DT
QUALITY: NL.
CLIENT NO:
SCALE
1" = 40"
C.O.C. LOG NO.: PLT21-0047
20 2