HomeMy WebLinkAboutOrdinance 2003.25 Approving the San Lucas rezone F. ANN RODRIGUEZ, RECORDER DOCKET: 12163
RECORDED BY: NMB ~PAGE: 2278
" DEPUTY RECORDER ~~0' OF PAGES: 27
1134 PE2 SEQUENCE: 20032060613
10/24/2003
SMA~A
TOWN OF MARANA 0RDIN 16:08
ATTN: TOWN CLERK
13251 N LON ADAMS RD MAIL
MARANA AZ 85653
AMOD-RT PAID $ 19.00
MARANA ORDINANCE NO. 2003.25
AN ORDINANCE OF THE MAYOR AND COUNCiL OF THE TOWN OF MARANA,
AR/ZONA, APPROViNG THE REZONING OF 297 ACRES OF LAND KNOWN AS "SAN
LUCAS", GENERALLY LOCATED ON THE EAST SIDE OF 1-10, AT THE TRICO-MARANA
iNTERCHANGE, NORTH OF THE MARANA ESTATES SUBDIVISION, IN THE NORTHERN
ONE-HALF OF SECTION 22, T11 S, R11E.
WHEREAS, BCIY: Group owns approximately 297 Acres of land known as San Lucas, and
has requested a rezoning on said property due to realignment of b lock boundaries and roads,
generally located on the east side of I-10 at the Marana interchange north of the Marana Estates
subdivision as depicted on Attachment "A", attached hereto, and incorporated herein by this
reference; and
WHEREAS, the Marana Planning Commission held public hearings on August 20, 2003,
and at said meeting voted to recommend that the Town Council approve said rezone; and
WHEREAS, the Marana Town Council heard fi.om representatives of the owner, staff and
members of the public at the regular Town Council meeting held October 21, 2003 and has
determined that the rezoning is in conformity with the General Plan and should be approved, subject
to conditions.
NOW, THEREFORE, BE IT ORDAINED by the Mayor and Council of the Town o f
Marana, Arizona, as follows:
Section 1. Block 10 of the San Lucas Block Plat will be rezoned from "CO" Commercial/Office)
to "VC" (Village Commercial). Adjust the boundaries of blocks 1 tkrough 13, and blocks A and
B from zoning of approximately 15 acres of"VC" (Village Commercial), 11 acres of"CO"
(Commercial/Office), 85 acres of"R-6", 71 acres of"R-7", 82 acres of"R-8, and 28 acres of
"R-144", to zoning of approximately 32.95 acres of "VC" (Village Commercial), 79.89 acres
of"R-6" (Residential, 6000 square feet per lot), 68.01 acres of"R-7" (Residential, 7,000 square
feet per lot), 92.55 acres of"R-8" (Residential, 8,000 square feet per lot), and 18.55 acres of"R-
144" (Residential, 144,000 square feet per lot).
Section 2: The purpose of this rezone is to allow for the development of San Lucas, subject to
the following conditions:
1. Compliance with all provisions of the Town's codes, Ordinances and policies of the
Maraaa Ordinance No. 2003.25
--Page 1 of 3-- ()~
10.
Northwest Marana Area Plan and the General Plan, current at the time of any subsequent
development, including, but not limited to, requirements for public improvements.
The applicant shall have five (5) years from the original Town Council approval date of
December 19, 2000 to secure the necessary sewer system to serve the project site, as
accepted by Pima County Wastewater Management and the Town Engineer; if the
developer fails to have the sewer in place prior to the five (5) years, then the property
shall revert to the original zoning without further action by the Town Council.
Potential buyers shall be notified of the existence and potential issues related to the
operation of the Union Pacific Railroad tracks, located southwest of the property. The
Development Services Administrator, prior to review by the Plarming Commission of the
first Preliminary Plat, shall approve the content and method of notification.
Potential buyers shall be notified of the existence and potential issues related to the
operation of the Cortaro-Marana Irrigation District located in the general vicinity of the
property. The Development Services Administrator, prior to review by the Plarming
Commission of the first Preliminary Plat, shall approve the content and method of
notification.
Realignment of Cochie Canyon Trail to match the existing Marana interchange shall
occur prior to occupancy of dwelling units within the San Lucas project boundary. No
platting shall occur prior to approval by the Union Pacific Railroad of an acceptable
crossing at this location. The costs of constructing this connection, including installation
of raikoad crossing equipment, shall be borne by this development.
The "VC" zoned property shall not be allowed to be developed at the "R-6" standards.
The Developer shall provide the necessary park site(s) acceptable to the Parks and
Recreation Director and the Development Services Administrator, per the Park, Trail, and
Open Space System Master Plan.
Prior to the required Block Plat the applicant shall prepare a treatment plan and perform
the necessary backhoe testing as recommended by the Arizona State Museum.
The developer shall submit lot dispersions with the Block Plat identifying the conceptual
dwelling assignments for each of the blocks in compliance with the Northwest Marana
Area Plan.
One alternative route to serve the San Lucas project shall be established to serve as an
emergency access in the event of a blockage of the railroad crossing. This alternate
access shall be established prior to occupancy of dwelling units in the San Lucas project.
This alternate access plan will be provided and accepted by the Town and applicable
emergency services providers (e.g. the Fire District, ADOT, Department of Public Safety,
Marana Ordinance No. 2003.25
--Page 2 of 3--
11.
etc.) as part of the subdivision platting process.
Based upon the requirements of the Northwest Marana Area Plan, the maximum number
of dwelling units for the San Lucas Rezoning area is 839.
Section 3:
All Marana ordinances, resolutions, or motions and parts of ordinances,
resolutions, or motions of the Town Council in conflict with the provisions of
Ordinance No. 2003.25 are hereby repealed effective as of the effective date of
Ordinance No. 2003.25
Section 4:
If any section, subsection, sentence, clause, phrase or portion of this Ordinance is
for any reason held to be invalid or unconstitutional by the decision of any court
of competent jurisdiction, such decision shall not affect the validity of the
remaining portions of Ordinance No. 2003.25 thereof.
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona, this
21st day of October, 2003.
ATTEST:
ynk Ca~J~, TownA~
Mayor BOBBY SUTTON, JR.
Marana Ordinance No. 2003.25
--Page 3 of 3--
June 19, 2003
MMLA #98072
VC
19± ACRES
A portion of the Northwest One-Quarter of Section 22, Township 11 South, Range 11
East, Gila and Salt River Meridian, Pima County, Arizona, described as follows:
COMMENCING at the North One-Quarter Comer of said Section 22;
THENCE upon the North Line of said Section 22, S 89°23'16TM W a distance of 2266.62
feet;
THENCE S 00025'35'' E a distance of 302.10 feet to the POINT OF BEGINNING;
THENCE S 55 ° 13'25" E a distance o f 661.65 feet to a point of curvature of a tangent
curve concave southwesterly;
THENCE southeasterly upon the arc of said curve, to the fight, having a radius of
1625.00 feet and a central angle of 17o41'28" for an arc distance of 501.75 feet to a point
on the arc of a non-tangent curve concave southeasterly, a radial line of said curve
through said point having a beating of N 26o24'35.' W;
THENCE southwesterly upon the arc of said curve, to the left, having a radius of
1618.00 feet and a central angle of 23°49'38'' for an arc distance of 672.87 feet to a point
of tangency;
THENCE S 39°45'46" W a distance of 111.82 feet;
THENCE N 50°11'33" W a distance of 321.53 feet to the South Line of the North One-
Half of said Northwest One-Quarter;
THENCE upon said South Line, S 89°20'40" W a distance of 425.10 feet to a point on
the West Line said Section 22;
THENCE upon said West line, N 00o25'32'' W a distance of 659.62 feet;
THENCE N 89°24'30" E a distance of 370.01 feet;
THENCE N 00025'35" W a distance of 357.98 feet to the POINT OF BEGINNING.
See attached Exhibit "B"
Prepared by: 1
MMLA, Inc.
27739.
ERNEST~
GOME,~
Ernest Gomez AZ. R.L.S. 27739
v-zoning_l.rtf - 1 -
NW COR. SEC. 22
SCALE: 1" = 500'
FND. 2" BCSM
S 89'25'16" W
P.O.C. _~
N 1/4- COR. SEC. 22
FND. G.L.O. STONE W/
2266.62'
00'25'35" E
502.10'
PCDOT ~ES
N 89'24-'30" E
Z
S 89"20'4-0" W
S 39'45'4-6" W
111.82'
98072 v-zoning_l.dwg
EXHIBIT "B"
A PORTION OF THE NORTHWEST ONE-QUARTER OF
SECTION 22, TOWNSHIP 11 SOUTH, RANGE 11 EAST,
GILA AND SALT RIVER MERIDIAN, TOWN OF MARANA,
PIMA COUNTY, ARIZONA
SEE RECORD OF SURVEY BK 51, PG 21,
IN THE OFFICE OF THE PIMA COUNTY RECORDER
DATE: dune 200,3 · DRAWN BY: turf
1 06/30/2003 14:24
NORTHING EASTING STATION BEARING DISTANCE
34322.37 16146.99 0.00
S 55d13'25" E 661.65
33944.98 16690.46 661.65
RADIUS: 1625.00 LENGTH: 501.75 CHORD: 499.76 DELTA: 17d41'28"
CHORD BRG: S 46d22'41" E PC-R: S 34d46'35" W PT-R: S 52d28'03" W
~ADIUS POINT: 32610.23,15763.60
33600.20 17052.24 1163.40
RADIUS: 1618.00 LENGTH: 672.87 CHORD: 668.03 DELTA: 23d49'38"
CHORD BRG: S 51d40'35" W PC-R: S 26d24'35" E PT-R: S 50d14'14" E
RADIUS POINT: 32151.06,17771.91
33185.96 16528.15 1836.26
33100.00 16456.63 1948.08
33305.85 16209.64 2269.61
33300.98 15784.57 2694.71
33960.58 15779.67 3354.32
33964.40 16149.66 3724.33
S 39d45'46" W 111.82
N 50d11'33" W 321.53
S 89d20'40" W 425.10
N 00d25'32" W 659.62
N 89d24'30" E 370.01
N 00d25'35" W 357.98
34322.37 16146.99 4082.31
Closure Error Distance> 0.00
Total Distance> 4082.31
Polyline Area: 841164.5 sq ft, 19.31 acres
Page 1 of 1
June 20, 2003
MMLA #98072
VC
144- ACRES
A portion of the Northwest One-Quarter of Section 22, Township 11 South, Range 11
East, Gila and Salt River Meridian, Pima County, Arizona, described as follows:
COMMENCING at the North One-Quarter Comer of said Section 22;
THENCE upon the North Line of said Section 22, S 89°23'16" W a distance of 2266.62
feet;
THENCE S 00o25'35" E a distance of 302.10 feet;
THENCE S 55°13'25" E a distance of 661.65 feet to a point of curvature of a tangent
curve concave southwesterly;
THENCE southeasterly upon the arc of said curve, to the fight, having a radius of
1625.00 feet and a central angle of 17o41'28'' for an arc distance of 501.75 feet to the
POINT OF BEGINNING.
THENCE continuing upon said curve, to the fight, having a radius of 1625.00 feet and a
central angle of 47°02'14'' for an arc distance of 1334.05 feet to a non-tangent line;
THENCE N 50°11'33" W a distance of 1184.14 feet;
THENCE N 39o45'46'' E a distance of 111.82 feet to a point of curva~re o£a tangent
curve concave southeasterly;
THENCE northeasterly upon the arc of said curve, to the fight, having a radius of
1618.00 feet and a central angle of 23°49'38" for an arc distance of 672.87 feet to the
POINT OF BEGINNING.
See attached Exhibit "B"
Prepared by:
MMLA, Inc,
Ernest Gomez AZ. R.L.S. 27739
v-zoning_5.rtf - 1 -
NW I/4 COR.
'--SEC. 22 FND 2"BCSM
0'~
0
0
N 1/4 SEC. 22~
S 89'23'16" W 2266.62'
FND. O.L.O. STONE W/
PCDOT TIES
SCALE: 1" = 300'
N 59'45'46" E
111.82'
ZONE VC
14-.-I- ACRES
~E IBIT "B"
A PORTION OF THE NORTHWEST ONE-QUARTER OF SECTION
22, TOWNSHIP 11 SOUTH, RANGE 11 EAST, GILA AND SALT
RIVER MERIDIAN, TOWN OF MARANA, PIMA COUNTY, ARIZONA
SEE RECORD OF SURVEY BK 31, PG 21,
IN THE OFFICE OF THE PIMA COUNTY RECORDER
38072 v-zoning_5.dwg DATE: June 2003 · DRAWN BY: mrf
June 19, 2003
MMLA #98072
R6
80~ ACRES
A portion of the North One-Half of Section 22, Township 11 South, Range 11 East, Gila
and Salt River Meridian, Pima County, Arizona, described as follows:
COMMENCING at the North One-Quarter Comer of said Section 22;
THENCE upon the North Line of said Section 22, S 89°23'16'' W a distance of 377.64
feet to the POINT OF BEGINNING;
THENCE continuing upon said North Line, S 89°23'16" W a distance of 1888.98 feet;
THENCE S 00025'35'' E a distance of 302.10 feet;
THENCE S 55013'25'' E a distance of 661.65 feet to a point of curvature ora tangent
curve concave southwesterly;
THENCE southeasterly and southerly upon the arc of said curve, to the right, having a
radius of 1625.00 feet and a central angle of 56°2T30" for an arc distance of 1601.25 feet
to a point oftangency;
THENCE S 81o28'36'' E a distance of 1526.71 feet;
THENCE N 02°14'30'' E a distance of 1190.04 feet to a point on the arc of a non-tangent
curve concave northerly, a radial line of said curve through said point having a bearing of
S 03012'53'' W;
THENCE westerly upon the arc of said curve, to the right, having a radius of 1200.00
feet and a central angle of 11°47'22'' for an arc distance of 246.92 feet to a point of
tangency;
THENCE N 74059'45'' W a distance of 528.47 feet to a point of curvature of a tangent
curve concave southerly;
THENCE westerly upon the arc of said curve, to the left, having a radius of 1618.00 feet
and a central angle of 5044'27'' for an arc distance of 162.12 feet to a non~tangent line;
THENCE N 00o04'49'' E a distance of 896.68 feet to the POINT OF BEGINNING.
See attached Exhibit "B"
Prepared by:
MMLA, Inc.
Ernest Gomez AZ.
v-zoning_2.rtf - I -
NORTH LINE SEC 22
L2 L1
)
~,._ P.O.C.
N 1/4 COR. SEC. 22
FND. G.L.O. STONE W/
PCDOT TIES
LINE BEARINg' DISTANCE
L1 S 89'25'16" W 577.64`'
L2 S 89'25'16" W 1888.98'
L5 S 00'25'55" E 502.10'
L4 S 55'1`3'25" E 661.65'
L5 S 81'28'`36" E 1526.71'
L6 N 02'14-'50" E 1190.04-'
L7 N 74-'59'4-5" W 528.4-7'
L8 N 00'04-'49" E 896.68'
SCALE: 1" = 500'
CURVE RADIUS ARC LENGTH DELTA ANGLE
Cl 1625.00' 1601.25' 56'27'50"
C2 1200.00' 24-6.92' 11 '4-7'22"
C5 1618.00' 162.12' 05'4-4-'27"
EXHIBIT "B"
A PORTION OF THE NORTH ONE-HALF OF SECTION 22,
TOWNSHIP 11 SOUTH, RANGE 11 EAST, GILA AND SALT RIVER
MERIDIAN, TOWN OF MARANA, PIMA COUNTY, ARIZONA
SEE RECORD OF SURVEY BK 51, PG 21,
IN THE OFFICE OF THE PIMA COUNTY RECORDER
98072 v-zoning_2.dwg DATE: June 200,3. DRAWN BY: mrf
2 06/30/2003 14:25
NORTHING EASTING
STATION BEARING
DISTANCE
34644.64 18033.62 0.00
34624.46 16144.74 1888.98
34322.37 16146.99 2191.08
33944.98 16690.46 2852.73
RADIUS: 1625.00 LENGTH: 1601.25
S 89d23'16" W 1888.98
S 00d25'35" E 302.10
S 55d13'25" E 661.65
CHORD: 1537.25 DELTA: 56d27'30"
CHORD BRG: S 26d59'40" E
RADIUS POINT: 32610.23,15763.60
32575.22 17388.22 4453.98
32348.94 18898.08
PC-R: S 34d46'35" W PT-R: N 88d45'55" W
S 81d28'36" E 1526.71
5980.69
N 02d14'30" E 1190.04
33538.06 18944.62 7170.73
RADIUS: 1200.00 LENGTH: 246.92 CHORD: 246.48 DELTA: 11d47'22"
CHORD BRG: N 80d53'26" W PC-R: N 03d12'53" E PT-R: N 15d00'15" E
RADIUS POINT: 34736.17,19011.91
33577.08 18701.25 7417.65
N 74d59'45" W 528.47
33713.90 18190.79 7946.12
RADIUS: 1618.00 LENGTH: 162.12 CHORD: 162.05 DELTA: 05d44'27"
CHORD BRG: N 77d51'59" W PC-R: S 15d00'15" W PT-R: S 09d15'48" W
RADIUS POINT: 32151.06,17771.91
33747.96 18032.36 8108.24
34644.64 18033.62 9004.92
Closure Error Distance> 0.00
Total Distance> 9004.92
Polyline Area:
N 00d04'49" E 896.68
3479474.5 sq ft, 79.88 acres
Page 1 of 1
June 19, 2003
MMLA #98072
R7
68:i: ACRES
A portion of the North One-Half of Section 22, Township 11 South, Range 11 East, Gila
and Salt River Meridian, Pima County, Arizona, described as follows:
BEGINNING at the North One-Quarter Comer of said Section 22;
THENCE upon the North Line of said Section 22, N 89°21'19" E a distance of 1081.69
feet;
THENCE S 17°43'41'' E a distance of 458.30 feet;
THENCE S 72°16'19'' W a distance of 430.00 feet;
THENCE S 17°43'41'. E a distance of 437.50 feet;
THENCE N 72°16'19,' E a distance of 430.00 feet;
THENCE S 17°43'41'' E a distance of 92.07 feet to a point on the arc of a non-tangent
curve concave northwesterly, a radial line of said curve through said point having a
beating of S 29o07'27'' E;
THENCE northeasterly upon the arc of said curve, to the left, having a radius of 1000.00
feet and a central angle of 25°4T45'' for an arc distance of 450.22 feet to a point of
tangency;
THENCE N 35o04'48'' E a distance of 51.07 feet;
THENCE S 24o59'40.' E a distance of 912.20 feet;
THENCE S 07o23'57'. E a distance of 120.64 feet;
THENCE S 77009'08" W a distance of 231.59 feet;
THENCE S 63°31'06" W a distance of 157.52 feet;
THENCE S 74o19'29.' W a distance of 256.93 feet;
THENCE S 58021'44,. W a distance of 535.56 feet;
THENCE S 51o08'00'. W a distance of 340.96 feet;
THENCE S 76°11'10" W a distance of 331.54 feet;
v-zoning_3.rtf - 1 -
June 19, 2003
MMLA #98072
THENCE N 02° 14'30" E a distance of 1190.04 feet to a point on the arc of a non-tangent
curve concave northerly, a radial line of said curve through said point having a bearing of
S 03012'53'' W;
THENCE westerly upon the arc of said curve, to the right, having a radius of 1200.00
feet and a central angle of 11°47'22" for an arc distance of 246.92 feet to a point of
tangency;
THENCE N 74°59'45'' W a distance of 528.47 feet to a point of curvature of a tangent
curve concave southerly;
THENCE westerly upon the arc of said curve, to the left, having a radius of 1618.00 feet
and a central angle of 5°44'27" for an arc distance of 162.12 feet to a non-tangent line;
THENCE N 00o04'49'' E a distance of 896.68 feet to North Line of said Section 22;
THENCE upon said North Line, N 89°23'16'' E a distance of 377.64 feet to the POINT
OF BEGINNING.
See attached Exhibit "B"
Prepared by:
MMLA Inc.
~:~ GOME'~
Ernest Gomez AZ R.L.S. 27739
v-zoning_3.nf -2 -
L16
P.O.B.
N 1/4 COR. SEC. 22
FND. G.L.O. STONE W/
PCDOT TIES
L1 NORTH LINE SEC 22
·
C$
C2
<
PG 673
DK 8802,
~G 2233
CURVE RADIUS ARC LENG"R-I
C1 1000.00' 450.22'
C2 t200.00' 246.92'
C3 [ 1618.00'
162.12'
JDELTA ANGLE
25'47'45"
11'47'22"
05'4-4'27"
LINE BEARING DISTANCE
L1 N 89'21'19" E 1081.69'
L2 S 17'43'41" E 458.30'
L3 N 35'04'¢8" E 51.07'
L4 S 24'59'40" E 912.20'
L5 S 07'25'57" E 120.64'
L6 S 77'09'08" W 251.59'
L7 S 65'31'06" W 157.52'
L8 NOT USED
L9 S 74'19'29" W 256.93'
LIO S 58'21'¢4" W . 535.56'
Lll S 51'08'00' W 340.96'
L12 S 76'11'10' W 331.5¢'
L13 N 02'14'30" E 1190.0¢'
L14 N 74'59'45' W 528.47'
L15 N 00'04'49" E 896.68'
L16 N 89'25'16" E 377.64'
L17 S 72.16'19' W 430.00'
L18 S 17'43'41" E 457.50'
L19 N 72'16'19" E 430.00'
L20 S 17'43'41" E 92.07'
SCALE: 1" = 500'
EXHIBIT "B"
A PORTION OF THE NORTH ONE-HALF OF SECTION 22,
TOWNSHIP 11 SOUTH, RANGE 11 EAST, GILA AND SALT RIVER
MERIDIAN, TOWN OF MARANA, PIMA COUNTY, ARIZONA
SEE RECORD OF SURVEY BK 31, PG 21,
IN THE OFFICE OF THE PIMA COUNTY RECORDER
38072- v-zonfng_3.dwg DATE: June 2003 · DRAWN BY: mrf
June 20, 2003
MMLA #98072
R8
454- ACRES
A portion of the East One-Half of Section 22, Township 11 South, Range 11 East, Gila
and Salt River Meridian, Pima County, Arizona, described as follows:
BEGINNING at the Center-East One-Sixteenth Comer of said Section 22, lying
N 89°20'57'' E a distance of 1319.45 feet fi.om the Center One-Quarter Comer thereof;
THENCE N 20°36'14" E a distance of 571.70 feet to a point on the arc of a non-tangent
curve concave northeasterly, a radial line of said curve through said point having a
beating of S 35°06' 11" W;
THENCE northwesterly upon the arc of said curve, to the right, having a radius of
603.00 feet and a central angle of 22°48'26" for an arc distance of 240.03 feet to a non-
tangent line;
THENCE N 58°21'44" E a distance of 221.41 feet;
THENCE N 74o19'29" E a distance of 299.42 feet;
THENCE N 52°54'49" E a distance of 83.85 feet;
THENCE N 77°09'08" E a distance of 223.24 feet;
THENCE S 61o27'50" E a distance of 195.94 feet;
THENCE S 86055'22" E a distance of 218.85 feet;
THENCE N 74o49'34" E a distance of 30.83 feet;
THENCE N 89038'40'' E a distance of 95.00 feet to the East Line of said Section 22;
THENCE upon said East Line, S 00°21'20" E a distance of 893.70 feet to the East One-
Quarter Comer of said Section 22;
THENCE continuing upon said east line, S 00022'03'. E a distance of 1316.73 feet to the
South One-Sixteenth Comer;
THENCE N 45034'07'. W a distance of 1859.44 feet to the POINT OF BEGINNING.
See attached Exhibit "B"
Prepared by:
MMLA, Inc
II
Ernest GomezAZ. R.L.S. 27739 ~ ~ Oo~,~[x 0
v-zoning_7.rff - 1 -
N 89'20'57" E 1~19.45'
~_.CENTER 1/4. COR.
SEC. 22, FND 2"O.P. IN
CONC. MOUND, 4' HIGH
CE 1/16TH COR.
1/2"1.P. RLS 277.39
LINE BEARING DISTANCE
L1 N 20'36'1¢" E 571.70'
L2 N 58'21'44-" E 221.41'
L5 N 74'19'29" E 299.4-2'
L4 N 52°54'49" E 85.85'
L5 N 77'09'08" E 223.24'
L6 S 61'27'50" E 195.94.'
L7 S 86'55'22" E 218.85'
L8 N 7¢'49'34." E 30.83'
L9 N 89'38'40" E 95.00'
CURVE
C1
RADIUS
605.00'
240.03'ARC LENGTHJ DELTA ANGLE ~ 22'48'26"
S 1/16TF(, COR.
FND 1-1/I"O.P.
SCALE: 1" = 4-00' ~
EXHIBIT "B"
A PORTION OF THE EAST ONE-HALF OF SECTION 22,
TOWNSHIP 11 SOUTH, RANGE 11 EAST, GILA AND SALT RIVER
MERIDIAN, TOWN OF MARANA, PIMA COUNTY, ARIZONA
SEE RECORD OF SURVEY BK 31, PG 21,
IN THE OFFICE OF THE PIMA COUNTY RECORDER
98072 v-zoning_7.dwg DATE: June 2005 · DRAWN BY: mrf
7 06/30/2003 14:29
NORTHING EASTING
STATION BEARING
DISTANCE
32938.02 21060.10 0.00
32937.43 20965.10 95.00
32929.37 20935.35 125.83
32941.11 20716.82 344.68
33034.72 20544.68 540.61
32985.08 20327.03 763.85
32934.51 20260.14 847.71
32853.61 19971.85 1147.13
32737.47 19783.35 1368.54
RADIUS: 603.00 LENGTH: 240.03
S 89d38'40" W 95.00
S 74d49'34" W 30.83
N 86d55'22" W 218.85
N 61d27'50" W 195.94
S 77d09'08" W 223.24
S 52d54'49" W 83.85
S 74d19'29" W 299.42
S 58d21'44" W 221.41
CHORD: 238.45 DELTA: 22d48'26"
CHORD BRG: S 43d29'36" E
RADIUS POINT: 33057.81,20294.22
32564.49 19947.47 1608.57
PC-R: N 57d54'37" E PT-R: N 35d06'11" E
32029.35 19746.28 2180.27
30727.64 21074.09 4039.72
32044.34 21065.65 5356.44
S 20d36'14" W 571.70
S 45d34'07" E 1859.44
N 00d22'03" W 1316.73
N 00d21'20" W 893.70
32938.02 21060.10 6250.15
Closure Error Distance> 0.00
Total Distance> 6250.15
Polyline Area: 1960574.8 sq ft, 45.01 acres
Page 1 of 1
June 20, 2003
MMLA #98072
R8
38~- ACRES
A portion of the Northeast One-Quarter of Section 22, Township 11 South, Range 11
East, Gila and Salt River Meridian, Pima County, Arizona, described as follows:
COMMENCING at the North One-Quarter Comer of said Section 22;
THENCE upon the North Line of said Section 22, N 89°21q9'' E a distance of 1081.69
feet to the POINT OF BEGINNING;
THENCE continue upon said North Line, N 89°21'19'' E a distance of 1531.37 feet;
THENCE S 34018'50'' E a distance of 28.23 feet;
THENCE S 55°41'10'' W a distance of 149.99 feet;
THENCE S 34°20'17'' E a distance of 78.73 feet;
THENCE S 83009'43'. W a distance of 202.51 feet;
THENCE S 06°50'17'' E a distance of 60.00 feet;
THENCE N 83009'43'' E a distance of 233.74 feet;
THENCE S 34°20'17" E a distance of 91.86 feet to the East Line of said Northeast One-
Quarter of Section 22;
THENCE upon said East Line, S 00023'35" E a distance of 1012.19 feet to the North
One-Sixteenth Comer;
THENCE continuing upon said East Line, S 00021'20'' E a distance of 345.74 feet;
THENCE S 89°38'40'' W a distance of 95.00 feet;
THENCE S 74049'34'' W a distance of 38.62 feet;
THENCE N 86°55'22'' W a distance of 189.86 feet;
THENCE N 61°27'50'' W a distance of 207.32 feet;
THENCE N 07023'57'' W a distance of 120.64 feet;
THENCE N 24059'40'' W a distance of 912.20 feet;
v-zoning_4.rtf - 1 -
June 20, 2003
· MMLA #98072
THENCE S 35004'48'' W a distance of 51.07 feet to a point of curvature ora tangent
curve concave northwesterly;
THENCE southeasterly upon the arc of said curve, to the right, having a radius of
1000.00 feet and a central angle of 25°47'45" for an arc distance of 450.22 feet to a non-
tangent line;
THENCE N 17°43'41'' W a distance of 987.87 feet to the POINT OF BEGINNING.
See attached Exhibit "B"
Prepared by:
MMLA, Inc.
ERNEST
Emest Gomez AZ. R.L.S. 27739
v-zoning_4.nf -2-
P.O.C.
N 1/4 COR. SEC. 22
FND. G.L.O. STONE W/
PCDOT TIES
'19" E
1081.69' :. :: :~'~:~ ,,
N 89'21'19" E 1531.37'
NE COR. SEC. 22
3-1/6"AC RLS 27739
LINE BEARING DISTANCE
L1 S 34'18'50" E 28.23'
L2 S 55'41'10" W 149.99'
L3 S 34'20'17" E 78.73'
L4 S 85'09'43" W 202.51'
L5 S 06'50'17" E 60.00'
L6 N 83~9'43" E 233.74'
L7 S 34'20'17" E 91.86'
L8 S 89'58'40" W 95.00'
L9 S 74'49'54" W 38.62'
LIO N 86'55'22" W 189.86'
Lll N 61'27'50" W 207.32'
L12 N 07'23'57" W 120.64'
L13 S 35~4'48" W 51.07'
IRADIUS IARC LENGTH
1000.00' 450.22'
m
LgL8 m
CURVE DELTA ANGLE
Cl 25'47'45"
SCALE: 1" = 3(0'
COR
10.P,
EXHIBIT "B"
A PORTION OF THE NORTHEAST ONE-QUARTER OF SECTION
22, TOWNSHIP 11 SOUTH, RANGE 11 EAST, GILA AND SALT
RIVER MERIDIAN, TOWN OF MARANA, PIMA COUNTY, ARIZONA
SEE RECORD OF SURVEY BK 31. PG 21,
IN THE OFFICE OF THE PIMA COUNTY RECORDER
8072- v-zoning_4, dwg DATE: June 2003 · DRAWN BY: mrf
4 06/30/2003 14:25
NORTHING EASTING STATION BEARING
DISTANCE
34660.85 19492.85 0.00
34678.08 21024.12 1531.37
34654.76 21040.04 1559.60
34570.21 20916.15 1709.58
34505.20 20960.56 1788.31
34481.09 20759.49 1990.82
34421.52 20766.64 2050.82
34449.35 20998.72 2284.56
34373.50 21050.53 2376.41
33361.33 21057.48 3388.61
33015.60 21059.62 3734.34
33015.01 20964.62 3829.34
33004.90 20927.35 3867.97
33015.10 20737.76 4057.83
33114.14 20555.62 4265.15
33233.77 20540.09 4385.79
34060.54 20154.66 5297.98
34018.74 20125.30 5349.06
RADIUS: 1000.00 LENGTH: 450.22
CHORD BRG: S 47d58'40" W PC-R: N 54d55'12" W
RADIUS POINT: 34593.46,19306.95
33719.89 19793.65 5799.28
34660.85 19492.85 6787.15
Closure Error Distance> 0.00
Total Distance> 6787.15
Polyline Area:
N 89d21'19" E 1531.37
S 34d18'50" E 28.23
S 55d41'10" W 149.99
S 34d20'17" E 78.73
S 83d09'43" W 202.51
S 06d50'17" E 60.00
N 83d09'43" E 233.74
S 34d20'17" E 91.86
S 00d23'35" E 1012.19
S 00d21'20" E 345.74
S 89d38'40" W 95.00
S 74d49'34" W 38.62
N 86d55'22" W 189.86
N 61d27'50" W 207.32
N 07d23'57" W 120.64
N 24d59'40" W 912.20
S 35d04'48" W 51.07
CHORD: 446.43 DELTA: 25d47'45"
PT-R: N 29d07'27" W
N 17d43'41" W 987.87
1637296.1 sq ft, 37.59 acres
Page 1 of 1
June 20, 2003
MMLA #98072
R144
28+ ACRES
A portion of the North One-Half of Section 22, Township 11 South, Range 11 East, Gila
and Salt River Meridian, Pima County, Arizona, described as follows:
BEGINNING at the Center One-Quarter Comer of said Section 22, lying
S 00o20'28', E a distance of 2634.36 feet from the North One-Quarter Comer thereof;
THENCE upon the South Line of the Northwest One-Quarter of said Section 22,
S 89o16'45" W a distance of 657.74 feet;
THENCE N 50°11'33" W a distance of 524.53 feet to a point on the arc of a non-tangent
curve concave westerly, a radial line of said curve through said point having a bearing of
S 80o29'43'' E;
THENCE northerly upon the arc of said curve, to the left, having a radius of 1625.00
feet and a central angle of 8°16'12" for an am distance of 234.55 feet to a non-tangent
line;
THENCE S 81028'36,, E a distance of 1526.71 feet;
THENCE N 76°11'10" E a distance of 331.54 feet;
THENCE N 51 °08'00" E a distance of 340.96 feet;
THENCE N 58 °21'44" E a distance of 535.56 feet;
THENCE N 74019'29" E a distance of 256.93 feet;
THENCE N 63o31'06'' E a distance of 157.52 feet;
THENCE N 77°09'08" E a distance of 231.59 feet;
THENCE S 61 °27'50" E a distance of 207.32 feet;
THENCE S 86o55'22.' E a distance of 189.86 feet;
THENCE N 74049'34,' E a distance of 38.62 feet;
THENCE N 89o38'40,, E a distance of 95.00 feet to the East Line of said Section 22;
THENCE upon said East Line, S 00°21'20" E a distance of 77.58 feet;
THENCE S 89o38'40'' W a distance of 95.00 feet;
THENCE S 74°49'34" W a distance of 30.83 feet;
v-zoning_6.rtf - 1 -
June 20, 2003
MMLA #98072
THENCE N 86°55~22'' W a distance of 218.85 fee;
THENCE N 61o27'50'' W a distance of 195.94 feet;
THENCE S 77°09'08" W a distance of 223.24 feet;
THENCE S 52054'49'' W a distance of 83.85 feet;
THENCE S 74°19'29" W a distance of 299.42 feet;
THENCE S 58021'44'' W a distance of 221.41 feet to a point on the arc of a non-tangent
curve concave northeasterly, a radial line of said curve through said point having a
bearing orS 57°54'37" W;
THENCE southeasterly upon the arc of said curve, to the left, having a radius of 603.00
feet and a central angle of 22°48'26" for an arc distance of 240.03 feet to a non-tangent
line
THENCE S 20°36'14'' W a distance of 571.70 feet to the Center-East One-Sixteenth
Comer of said Section 22;
THENCE upon the South Line of the North One-Half of said Section 22, S 89°20'57'' W
a distance of 1319.45 to the POINT OF BEGINNING.
See attached Exhibit "B"
Prepared by: f
MMLA, Inc.
ERNEST
GOM EZra;
Ernest Gomez AZ. R.L.S. 27739
v-zoning_6.rff - 2 -
N 1/4 SEC. 22
FND. G.LO. STONE W/
PCDOT TiES
f L~ MARANA ESTATES~
P.O.B.-OENTER 1/4 COR.
SECTION 22, FND 2" O.P.
IN CONC. MOUND, 4' HIGH
SCALE: 1" = 500'
MMLA
EXHIBIT "B"
A PORTION OF THE NORTH ONE-HALF OF SECTION 22,
TOWNSHIP 11 SOUTH, RANGE 11 EAST, GILA AND SALT RIVER
MERIDIAN, TOWN OF MARANA, PIMA COUNTY, ARIZONA
SEE RECORD OF SURVEY BK 31, PG 21,
IN THE OFFICE OF THE PIMA COUNTY RECORDER
98072 v-zoning_6.dwg DATE: June 2005. DRAWN BY: turf
6 06/30/2003 14:25
NORTHING EASTING STATION BEARING DISTANCE
32014.37 18426.92
32006.09 17769.23
32341.90 17366.29
RADIUS: 1625.00 LENGTH:
CHORD BRG: N 05d22'11" E
RADIUS POINT: 32610.23,15763.60
0.00
S 89d16'45" W 657.74
657.74
N 50d11'33" W 524.53
1182.26
234.55 CHORD: 234.34 DELTA: 08d16'12"
PC-R: N 80d29'43" W PT-R: N 88d45'55" W
32575.22 17388.22 1416.81
32348.94 18898.08 2943.52
32428.10 19220.03 3275.06
32642.06 19485.50 3616.03
32922.98 19941.47 4151.58
32992.40 20188.84 4408.51
33062.64 20329.83 4566.03
33114.14 20555.62 4797.62
33015.10 20737.76 5004.95
33004.90 20927.35 5194.81
33015.01 20964.62 5233.43
33015.60 21059.62 5328.43
32938.02 21060.10 5406.01
32937.43 20965.10 5501.01
32929.37 20935.35 5531.84
32941.11 20716.82 5750.68
33034.72 20544.68 5946.62
32985.08 20327.03 6169.86
32934.51 20260.14 6253.72
32853.61 19971.85 6553.14
32737.47 19783.35 6774.55
RADIUS: 603.00 LENGTH: 240.03
S 81d28'36" E 1526.71
N 76d11'10" E 331.54
N 51d08'00" E 340.96
N 58d21'44" E 535.56
N 74d19'29" E 256.93
N 63d31'06" E 157.52
N 77d09'08" E 231.59
S 61d27'50" E 207.32
S 86d55'22" E 189.86
N 74d49'34" E 38.62
N 89d38'40" E 95,00
S 00d21'20" E 77.58
S 89d38'40" W 95.00
S 74d49'34" W 30.83
N 86d55'22" W 218.85
N 61d27'50" W 195.94
S 77d09'08" W 223.24
S 52d54'49" W 83,85
S 74d19'29" W 299.42
S 58d21'44" W 221.41
CHORD: 238.45 DELTA: 22d48'26"
CHORD BRG: S 43d29'36" E
RADIUS POINT: 33057.81,20294.22
32564.49 19947.47 7014.58
32029.35 19746.28
PC-R: N 57d54'37" E PT-R: N 35d06'11" E
S 20d36'14" W 571.70
7586.28
S 89d20'57" W 1319.45
32014.37 18426.92 8905.73
Closure Error Distance> 0.00
Total Distance> 8905.73
Polyline Area: 1234999.7 sq ft,
28.35 acres
3
Page 1 of 2