HomeMy WebLinkAboutOV121103PAGE
RECORD OF SURVEY
SHEET 1 OF 2
APN 219-20-93500-
I/ ISTOSO
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0 o INVESTMENT LLO
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FND. LCP z
PARCEL 3-AA NORTH
PARCEL 1
x 1 �
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INVESTMENT LL ���' °� a N 19�-0 �0
VC10TOSO -I N'# : ITT
AAA
i, ,,`ti0 PARCEL 3
125,912 SF
(2.89 AC)00
N56'06 53 E 70.11'
' p0• �`��`' 80.54'
A=13'22'43' 9 S89'507'E
o L=126.09'
R=540.00'
`+. ... /
A=4879'06" .�G� ''LOT 1.2 /
L=156.55 BOOK 56 M&P PAGE 6
R=185.00' /
A=9610'12" N80'03'55"E APN 219- 0-8290 /
L=41.96', 78.16' `t.,. WI ST0 0 INVESTMENT /
ass s92�, •� .�h R=25.00 y =—� =1139 32" 1-11-12 LLB
A =20 37,03 I L=154.65 4, /
L-302.28
;3 LOB` 4 R=840.00'
PARCEL 4 BOOK 50 UP PAGE 65
266,031 SF N 19- 0-8930
(6.11 AC) VENTAINA MEDICAL
SYSTEMS INC.
,
.1 R=760.00
LOT 3
���•�, BOOK 56 M&P POE 65.� /
lap
APN 9- 0-82 0 /
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INVESTMENT LLO
SEE SHEET 2
Landscape Architecture Urban Design
i./�� Offices located in Tucson, Phoenix,
ry Flagstaff, AZ and Las Vegas, NV.
Group 4444 Eost BroacJway
Tucson. Arizona (520) 881-7480
0' 100' 200' 300'
LEGEND:
a SET 1 /2" I P TAGGED RLS 12214
— — 0 — — FOUND 1 /2" I P TAGGED RLS 12214
RIGHT—OF—WAY (ROW) LINE
LOTLI N E
BASIS OF BEARING
BASIS OF BEARING IS THE NORTH LINE OF THE NORTHWEST
QUARTER OF SECTION 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST,
G.& S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
SAID BEARING BEING: S 89"49'22" E
REFERENCES
1. BOOK 54 OF MAPS & PLATS, PAGE 36
2. BOOK 56 OF MAPS & PLATS, PAGE 65
RECORDING DATA
STATE OF ARIZONA NO.
COUNTY OF PIMA FEET
FILED FOR RECORD AT THE REQUEST OF THE WLB GROUP, Inc.
ON THIS DAY OF
IN BOOK RECORD OF SURVEYS AT
PAGE AT
COUNTY RECORDER
BY ,
DEPUTY
THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION
AND ALL SURVEY MONUMENTS EXIST AS SHOWN HEREON.
LAND S
12� o
JACK A. BUCHANAN � S�DNED FEB 17 2011
gr�=ona U 5"�
ARI ZONA RLS 12214 EXPIRES 3/31/2011
(INDICATES RENEWAL DATE)
RECORD OF SURVEY
PORTIONS OF SECTION 29 & 30 TOWNSHIP 11
SOUTH, RANGE 14 EAST, G. &S. R. M., PIMA COUNTY,
ARIZONA
SCALE: 1" = 200'
SURVEYORS: DS, GB
APPROVED BY: JAB
DRAWN BY: WLB
DATE: JAN. 2011
SURVEY. RLL
PROJECT NO: 185050-VW05-1003X
SHEET: 1 OF 2
BOOK PAGE
BOOK
PAGE
RECORD OF SURVEY
SHEET 2 OF 2
1 9 20 914,
&PTNE'16 LUC
F RMoLL 'r
266,031 SF
Jo (6.11 AC)
A4
crt N.)
00
R=1430.00'
A =2*25'04"
L=60.35'
k6`
X APN'219-20-9320
VWI/CIS TOSO
APN 219-20-815D
VWI/VISTOSO
INVESTMENT LLC
Landscape Architecture Urban Design
Offices located in Tucson, Phoenix,
WLB Flagstaff, AZ and Los Vegas, NV.
4.444 East Broodw<my
Grour- Tucson, Arizona (520) 881-7480
SEE SHEET 1
PARCEL 3-AA SOUTH
PARCEL 2
456,944 SF
(10.5 AC)
L=89.40'
R=250.00'
A =3214'25"
L=1 40.67'
LOT 4
BOOK 56 MAP PAGE 65
APN 219-20-8230
VENTANA MEDICAL
SYSTEMS INC.
760.57' N89'31'031
BOOK 56 MP D
APN 9219-20-8230
WNTANA MEDICAL
SYSTEMS INC.
46*34'20"F
9.52
30
31
SEC. CORNER—fy/
PARCEL 3
1257912 SF
(2.89 AC)
LOT 12
BOOK ;5 )6 UP PAGE 65
AIIN 219-20-8290
ISTOSO IN1111VESTMENT
I—H-12 LLC
LOT 3
BOOK 56 M&P PAGE 65
AP N 219-20-8220
VWI/VISTOSO
INVESTMENT LLC
X
ZAK
'15\
/ Q /BOOK 54 M06 PAGE 36
APN 219-20
VENTANNA INLUM a
A��AIL
SYST EMIS INC.
/29
32
RECORD OF SUIRVEY
PORTIONS U. SECTION 29 & 30 TOWNSHIP 11
SOUTH, 114NGE 14 EAST G.&S.R.M., PIMA COUNTY,
ARIZONA
SCALE. 1 " =
200'
SURVEYORS: DS, GB
APPROVED BY:
JAB
[DRAWN By:
WLB
DAM JAB.
2011
SURVEY. RLL
PROJECT NO:
185050-VW05-1003X
I wm-
2 OF 2
r-
BOOK r A k.7 t.
0 • •
RECORD OF SURVEY
SHEET 1 OF 2
/ APN 219-20-9350
% VWI VISTOSO
/ INVESTMENT LLC
/
e
/ 9.55'
A=01'00'54" o`ti
L=34.51'
R=1948.00
APN 219-20-914A 30 2 9
VISTOSO PARTNERS LLC /
//%1/4 CORNER
FND. LCP
Opp
/ 6.04'
/ N26'20'04"E
i N6
a o c y
PARCEL 2 �
/ PARCEL 3-AA SOUTH
456,981 SF /
/ (10,49 AC) i /
cv O j
Cly o z / i / LOT 2
� `v �;'/ BOOK 56 M&PLn
,
CAD
C14 / aQ PAGE 65
APN 219-20-
VWI VISTO
INVESTMENT
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,3 N
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A =1 T41'49'
L=179.14'
R=580.00'
/ A=99'30'20"
4=8'49'52" L=43.42', �Q
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av
I i T / BOOK 56 M&P PAGE 65
APN 219-20-8230
VENTANA MEDICAL
SYSTEMS INC.
K=D4U.UU
LOT 12
BOOK 56 M&P PAGE
S80'03'55"W �� APN 219-20-8290
78.16' VWI INVESTMENT
o=11'39'05" 1-11-12 LLC
L=154.55'
R=760.00 LOT 3
BOOK 56 M&P PAGE 65
�000�
APN 219-20-8220
a c VENTANA MEDICAL
SYSTEMS, INC.
,
SEE SHEET
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80.00
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PARCEL 5
REVISED LOT 1
.0 194,640 SF \
(4.47 AC)
InLOT I \
BOOK 56 M&P PAGE 65
APN 219-20-8200 \
VWI INVESTMENT n \
� � 1-11®12 LLC �69o�ti�o
c� �u
s �
LOT It /
BOOK 56 �I�P PAGE 65 /
APN 219-20-8280
VWI INVESTMENT
1-11-12 LLC
65
/ Landscape Architecture Urban De
/ ��� Offices located in Tucson, Phoe
Flagstaff, AZ and Las Vegas, NV.
4444 East Broadw
GroupTucson, Arizona (520) 881
2
SUBJECT PROPERTY
0' 100' 200' 300'
LOCATION MAP
3" =: 1 MILE
LEGEND
o SET 1 /2" I P TAGGED RLS 12214
• FOUND 1 /2" I P TAGGED RLS 12214
— RIGHT—OF—WAY (ROW) LINE
EXISTING PARCEL BOUNDARIES
NEW PARCEL BOUNDARIES
-BASIS OF 13 EAIN
BASIS OF BEARING IS THE NORTH LINE OF THE NORTHWEST
QUARTER OF SECTION 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST,
G.& S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
SAID BEARING BEING: S 89'49'22" E
REFERENCES
1. BOOK 54 OF MAPS & PLATS, PAGE 36
2. BOOK 56 OF MAPS & PLATS, PAGE 65
RECORDIXG
STATE OF ARIZDNA
CDUNT Y DF PIMA
DATA
ND,
FEE,,
FILED FDR RECDRD AT THE REQUEST DF THE WLB GROUP, Inc,
DN THIS DAY DF
IN BDDK , RECORD DF SURVEYS AT
PAGE AT
COUNTY RECORDER
NOR
DEPUTY
THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION
AND ALL SURVEY MONUMENTS EXIST AS SHOWN HEREON.
ROBERT L. LARSON, R.L.S. NO. 26923
EXPIRES 3/31/2014
RECORD OF SURVEY
PORTIONS OF SECTION 29 & 30 TOWNSHIP 11
SOUTH, RANGE 14 EAST, C-. &S.R.M., PIMA COUNTY,
ARIZONA
OV1211-03
SCALE: 1' = 100'
SURVEYORS: DS, GB
APPROVED BY: JAB
DRAWN BY: WLB
DATE: MAR. 2011
SURVEY: RLL
PROJECT NO: 185050-VW05-1003X
SHEET: 1 OF 2
BOOK PAGE
PAGE
APN 219-20-914A /
VISTOSO PARTNERS LLC /
i
I
APN 219-20-9370
VWI VISTOSO INVESTMENT LLC
PARCEL 4
292,112 SF
6.71 AC ,o`er
qco
o i
/ \ N
-�� ZE oc
R=1430.00'
A=2'25'04'
L=60.34'
,0
16'
/ /
/ /
APN 219-20-9320
CD
/ VWI/VISTOSO
INVESTMENT LLC
z
io
N
O�
I N
APN 219-20-815D
VWI/VISTOSO
INVESTMENT LLC
Landscape Architecture Urban Design
WEB Offices located in Tucson, Phoenix,
Flagstaff, AZ and Las Vegas, NV.
4444 East Broadway
GroupwiLm Tucson, Arizona (520) 881-7480
SEE SHEET 1
PARCEL 2
"PARCEL 3-AA SOUTH*
LOT 4
BOOK 56 UP PAGE 65
APN 219-20-8230
VENTANA MEDICAL
SYSTEMS INC.
760.57' N89'31'03°W
LOT 4
BOOK 56 M&P PAGE 65
APN 219-20-8230
VENTANA MEDICAL
SYSTEMS INC.
0' 100200' 300'
� 30
31
SEC. CORNER
PARCEL 3
\ BOOK. 56 M&P PAGE 65
\ APN 219-20-8290
\ VW1 INVESTMENT
1-11-12 LLC
LOT 3 /
BOOK 56 M&P PAGE 65 /
Z\ APN 219-20-8220- \ /
\ \ VENTANA MEDICAL /
\ SYSTEMS; INC. �\ /
\moo\
/
r
50
LOT 7
BOOK 54 M&P PAGE 36
/ APN 219-20-8170
VENTANA MEDICAL
/ SYSTEMS INC.
/
/29
32
RECORD OF SURVEY
SHEET 2 OF 2
PORTIONS OF SECTI"ON 29 & 30 TOWNSHIP 11
SOUTH, RANGE 14 EAST, G. &S. R. M., PIMA COUNTY,
ARIZONA
OV1 21 1 —Cl3
SCALE: 1= 100'
SURVEYORS: DS, GB
APPROVED BY: JAB
DRAWN BY: WLB
DATE: MAR. 2011
SURVEY: RLL
PROJECT NO: 185050—VW05-1003X
SHEET: 2 OF 2
VENTURE WEST
VENTURE WEST REAL ESTATE SERVICES, LLC • VENTURE WEST CONSTRUCTION, LLC
VENTURE WEST OPERATIONS, LLC • VENTURE WEST DEVELOPERS, LLC
February 14, 2010
Town of Oro Valley
11000 N. La Canada Drive
Oro Valley, AZ 85727
RE: Parcel line adjustment survey
To: Town of Oro Valley:
This letter shall serve as authorization for The WLB Group, Inc. to represent
VWI/Vistoso Investment, LLC in this parcel line adjustment.
Thank you,
By: VWI/Vistoso Investment, LLC
By: Venture West Operations, LLC
Its: Manager
By: Jo' an S. Simon
Its: Vice President
FEB 17 2011
6007 EAST GRANT ROAD TUCSON, AZ 85712-2316
TEL (520) 722.9292 FAX (520) 722.1166
ROC 214553 B-01
WWW.VENTUREWESTAZ.COM
FEB 17 2011
TOWN OF ORO VALLEY, PLANNING AND ZONING
11000 N. LA CANADA DRIVE, ORO VALLEY AZ 85737 'lob
PHONE: (520) 229-4800 FAX: (520) 742-1022 1
www.townoforovalley.com
APPLICATION FORM
OV Case # (Office Use Only):
Application Type: Parcel Line Adjustment
A. Project Manager/Developer
Name: Paul Oland
Firm: The WLB Group, Inc.
Address: 4444 E. Broadway
City: Tucson State: AZ Zip: 85711
Telephone: 881-7480 Fax: 881-7492 Email: gpoland(aDwlbgroup.com
B. Property Owner (s), if more than one owner, attach list
Name: Neil Simon
Firm: VWI Vistoso Investment LLC
Address: 6007 E. Grant Rd.
City: Tucson State: AZ Zip: 85712
Telephone: 722.9292 Fax: Email: nsimon(a.venturewestaz.com
C. Subject Property
Parcel/Tax Code: 219-20.9270, 291-20-9280, 219.20.9360, 219.20.8210 & - -
Legal Description/Property Address: Being a portion of Sections 29 and 30, T-11-S, R-14-E
Area of property: 32.81 Ac.
Existing Zoning: RV PAD Proposed Zoning: Same
Is Proposed Zoning in conformance with General Plan designation? [ X ] N/A [ ] Yes [ ] No
General Plan Designation:
Existing Land Use: Vacant Proposed Land Use: Commercial
D. Previous Applications Relating To This Property
OV8- OV9- OV10-
OV11- OV12- OV13-
E. Reason For Request
Reconfiguration of existing tax parcels thru Record of Survey. Not creating additional parcels.
This application is true and correct to the best of my knowledge. I am the owner of the above described property or have
been authorized by the owner to make this application.
Date Signature
t
BAR23MA
Parcel 1
Parcel name: 1
North: 30799.7459 East : 20643.3919
Line Course: N 35-39-12 E Length: 188.29
North: 30952.7426 East 20753.1423
Line Course: N 53-59-09 E Length: 60.62
North: 30988.3862 East 20802.1761
Line Course: S 27-10-33 E Length: 43.78
North: 30949.4391 East 20822.1714
Curve Len?
the 731.68 Radius: 6745.93
De ta: 6-12-52 Tangent: 366.20
Chord: 731.32 Course: S 24-04-07 E
Course In: S 62-49-27 w Course out: N 69-02-19 E
RP North: 27868.4195 East 14820.9308
End North: 30281.7000 East 21120.4267
Curve Len?
the 62.89 Radius: 40.00
De ta: 90-05-08 Tangent: 40.06
Chord: 56.61 Course: S 24-04-53 w
Course In: S 69-02-19 w course Out: S 20-52-33 E
RP North: 30267.3904 East 21083.0738
End North: 30230.0162 East 21097.3276
Line Course: S 69-07-27 w Length: 125.55
North: 30185.2772 East 20980.0193
Curve Len?
the 313.72 Radius: 440.00
De ta: 40-51-08 Tangent: 163.86
Chord: 307.12 Course: S 48-41-53 w
Course In: S 20-52-33 E Course Out: N 61-43-41 w
RP North: 29774.1611 East 21136.8107
End North: 29982.5702 East 20749.2985
Line Course: S 28-16-19 w Length: 142.87
North: 29856.7432 East 20681.6272
Line Course: N 59-00-19 w Length: 109.38
North: 29913.0695 East 20587.8650
Line Course: N 26-46-49 w Length: 268.69
North: 30152.9400 East 20466.8013
Line Course: S 70-11-52 w Length: 97.60
North: 30119.8757 East 20374.9726
Line Course: N 24-10-06 w Length: 84.98
North: 30197.4069 East 20340.1802
Line Course: N 60-38-04 w Length: 69.39
North: 30231.4343 East 20279.7062
Line Course: N 26-20-04 E Length: 6.04
North: 30236.8475 East 20282.3856
Line Course: N 34-13-45 E Length: 174.57
North: 30381.1810 East 20380.5820
Line Course: N 20-10-48 E Length: 150.70
North: 30522.6300 East 20432.5690
Line Course: N 38-47-54 E Length: 207.42
North: 30684.2841 East 20562.5345
Line Course: N 35-00-19 E Length: 140.97
North: 30799.7525 East 20643.4022
Perimeter: 2979.15 Area: 470,806 sq.ft. 10.81 acres
Mapcheck Closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0122 course: N 57-17-13 E
Error North: 0.00661 East : 0.01029
Precision 1: 244,191.80
Page 1
Parcel name: 2
North: 30231.4330
Line Course: S 60-38-04 E
North: 30197.4056
Line Course: S 24-10-06 E
North: 30119.8744
Line Course: N 70-11-52 E
North: 30152.9387
Line Course: S 26-46-49 E
North: 29913.0682
Line Course: S 59-00-19 E
North: 29856.7419
Line Course: S 28-16-19 w
North: 29581.5026
Curve Length: 240.82
Delta: 32-51-10
Chord: 237.54
Course In: N 61-43-41 w
RP North: 29780.4386
End North: 29412.6559
Line Course: S 61-07-29 w
North: 29331.4072
Curve Length: 268.54
Delta: 26-31-41
Chord: 266.15
Course In: S 28-52-31 E
RP North: 28823.5169
End North: 29152.8385
Line course: S 34-35-48 w
North: 29045.9170
Line Course: N 55-24-12 w
North: 29136.3158
Line Course: N 15-43-50 E
North: 29352.7157
Line Course: N 21-26-40 E
North: 29544.0546
Line Course: N 22-50-39 E
North: 29763.4422
Line Course: N 26-54-27 E
North: 29962.6208
Line Course: N 26-20-04 E
North: 30129.1564
Line Course: N 26-20-04 E
North: 30231.4420
Parcel 2
East : 20279.6994
Length: 69.39
East : 20340.1734
Length: 84.98
East : 20374.9658
Length: 97.60
East : 20466.7944
Length: 268.69
East : 20587.8582
Length: 109.38
East : 20681.6203
Length: 312.52
East : 20533.5930
Radius: 420.00
Tangent: 123.82
Course: S 44-41-54 w
Course out: S 28-52-31 E
East : 20163.6951
East : 20366.5150
Length: 168.25
East : 20219.1830
Radius: 580.00
Tangent: 136.72
Course: S 47-51-38 w
Course out: N 55-24-12 w
East : 20499.2677
East : 20021.8294
Length: 129.89
East : 19948.0784
Length: 159.21
East : 19817.0216
Length: 224.82
East : 19877.9734
Length: 205.57
East : 19953.1296
Length: 238.06
East : 20045.5507
Length: 223.36
East : 20146.6326
Length: 185.82
East : 20229.0642
Length: 114.13
East : 20279.6934
Perimeter: 3101.04 Area: 456,981 sq.ft. 10.49 acres
Mapcheck Closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0107 Course: N 33-25-30 w
Error North: 0.00897 East :-0.00592
Precision 1: 289,815.89
Page 1
Parcel name: 3
North: 29033.9906
Line Course: N 21-40-00 w
North: 29116.1449
Curve Length: 126.09
Delta: 13-22-43
Chord: 125.80
Course In: S 68-20-00 W
RP North: 28916.7736
End North: 29226.8543
Curve Length: 41.96
Delta: 96-10-12
Chord: 37.21
Course In: N 54-57-17 E
RP North: 29241.2099
End North: 29263.1017
Line Course: N 61-07-29 E
North: 29342.5975
Curve Length: 286.69
Delta: 32-51-10
Chord: 282.78
Course In: N 28-52-31 w
RP North: 29780.4340
End North: 29543.6055
Line Course: N 28-16-19 E
North: 29944.6805
Curve Length: 49.06
Delta: 7-48-27
Chord: 49.02
Course In: S 61-43-41 E
RP North: 29774.1640
End North: 29986.1703
Line course: S 20-52-33 E
North: 29971.2860
Line Course: S 21-49-02 w
North: 29823.2103
Line course: s 16-41-13 W
North: 29749.6254
Line Course: S 22-52-56 E
North: 29638.2579
Line Course: S 25-53-53 w
North: 29542.1656
Line Course: S 14-16-35 w
North: 29473.3776
Line Course: s 28-26-42 E
North: 29386.7339
Line Course: S 44-06-12 w
North: 29314.2431
Line Course: S 72-16-21 w
North: 29276.7360
Line Course: N 89-54-17 w
North: 29276.8526
Line Course: S 69-19-07 w
North: 29240.8609
Line Course: S 56-06-53 W
North: 29195.9573
Line Course: S 80-03-55 w
North: 29182.4727
Parcel 3
East : 20344.9910
Length: 88.40
East : 20312.3532
Radius: 540.00
Tangent: 63.33
Course: N 28-21-21 W
Course out: N 54-57-17 E
East : 19810.5055
East : 20252.6027
Radius: 25.00
Tangent: 27.85
Course: N 13-02-23 E
Course out: N 28-52-31 W
East : 20273.0702
East : 20260.9975
Length: 164.62
East : 20405.1508
Radius: 500.00
Tangent: 147.41
Course: N 44-41-54 E
Course out: S 61-43-41 E
East : 20163.6985
East : 20604.0532
Length: 455.40
East : 20819.7566
Radius: 360.00
Tangent: 24.57
Course: N 32-10-33 E
Course out: N 53-55-14 W
East : 21136.8120
East : 20845.8596
Length: 15.93
East : 20851.5361
Length: 159.50
East : 20792.2585
Length: 76.82
East : 20770.2002
Length: 120.88
East : 20817.2029
Length: 106.82
East : 20770.5470
Length: 70.98
East : 20753.0434
Length: 98.54
East : 20799.9795
Length: 100.95
East : 20729.7229
Length: 123.18
East : 20612.3920
Length: 70.11
East : 20542.2821
Length: 101.91
East : 20446.9393
Length: 80.54
East : 20380.0786
Length: 78.16
East : 20303.0906
Page 1
Parcel 3
Curve Length:
154.55
Radius:
760.00
Degta:
11-39-05
Tangent:
77.54 - -- -- -
____--Chord:
154.28 --- ---
- - .-Course:-5-
15-45=38 E
Course In:
N 80-03-55 E
Course out:
S 68-24-50 w
RP North:
29313.5925
East :
21051.6943
End North:
29033.9891
East :
20344.9964
Perimeter:
2571.10 Area:
125,913 sq.ft.
2.89 acres
Mapcheck closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0056 Course: S 75-17-50 E
Error North:-0.00143 East : 0.00543
Precision 1: 459,123.21
Page 2
Parcel name: 4
North: 29107.4104
Curve Length: 77.07
Delta: 8-49-52
Chord: 76.99
Course In: S 55-24-12 E
RP North: 28823.5125
End North: 29167.2324
Line Course: N 46-34-20 W
North: 29222.2275
curve Length: 89.40
Delta: 8-49-52
Chord: 89.31
Course In: S 46-34-20 E
RP North: 28823.5125
End North: 29152.8341
Line Course: S 34-35-48 W
North: 29045.9126
Line Course: N 55-24-12 W
North: 29136.3114
Line Course: N 15-43-50 E
North: 29352.7113
Line Course: N 21-26-40 E
North: 29544.0502
Line Course: N 22-50-39 E
North: 29763.4378
Line Course: N 26-54-27 E
North: 29962.6164
Line Course: N 26-20-04 E
North: 30236.8508
Line Course: N 34-13-45 E
North: 30381.1843
Line Course: N 20-10-48 E
North: 30522.6333
Line Course: N 38-47-54 E
North: 30684.2874
Line Course: N 35-00-19 E
North: 30799.7558
Line Course: N 35-39-12 E
North: 30952.7524
Line Course: N 53-59-09 E
North: 30988.3961
Line Course: N 27-10-33 w
North: 31015.4046
Line Course: S 53-59-09 w
North: 30974.1692
Line Course: S 35-39-12 w
North: 30817.1017
Line Course: S 35-00-19 w
North: 30702.3131
Line Course: S 38-47-54 w
North: 30654.6009
Line Course: S 59-35-05 E
North: 30649.7661
curve Length: 34.51
Delta: 1-00-54
Chord: 34.50
course In: S 34-48-18 E
Parcel 4
East : 20087.6871
Radius: 500.00
Tangent: 38.61
Course: N 39-00-44 E
Course Out: N 46-34-20 w
East : 20499.2719
East : 20136.1511
Length: 80.00
East : 20078.0518
Radius: 580.00
Tangent: 44.79
Course: S 39-00-44 W
Course Out: N 55-24-12 W
East : 20499.2719
East : 20021.8336
Length: 129.89
East : 19948.0826
Length: 159.21
East : 19817.0258
Length: 224.82
East : 19877.9776
Length: 205.57
East : 19953.1338
Length: 238.06
East : 20045.5549
Length: 223.36
East : 20146.6368
Length: 305.99
East : 20282.3770
Length: 174.57
East : 20380.5734
Length: 150.70
East : 20432.5604
Length: 207.42
East : 20562.5259
Length: 140.97
East : 20643.3936
Length: 188.29
East : 20753.1440
Length: 60.62
East : 20802.1778
Length: 30.36
East : 20788.3117
Length: 70.13
East : 20731.5855
Length: 193.30
East : 20618.9149
Length: 140.14
East : 20538.5233
Length: 61.22
East : 20500.1640
Length: 9.55
East : 20508.3998
Radius: 1948.00
Tangent: 17.25
Course: S 54-41-15 w
Course out: N 35-49-12 W
Page 1
Parcel 4
RP North: 29050.2645 East : 21620.2894
End North: 30629.8189 East : 20480.2404
Line --Course: -S 38-47-54 w Length: 118:33-
North: 30537.5977 East : 20406.0970
Line Course: S 20-10-48 W Length: 151.92
North: 30395.0035 East : 20353.6891
Line Course: S 34-13-45 W Length: 172.94
North: 30252.0177 East : 20256.4096
Line Course: S 26-20-04 w Length: 307.91
North: 29976.0627 East : 20119.8176
Line Course: S 26-54-27 W Length: 224.28
North: 29776.0636 East : 20018.3194
Line Course: S 22-50-39 W Length: 239.49
North: 29555.3582 East : 19925.3431
Line Course: S 21-26-40 W Length: 207.43
North: 29362.2880 East : 19849.5070
Line Course: S 15-43-50 W Length: 225.84
North: 29144.9064 East : 19788.2786
Line Course: S 17-32-54 W Length: 305.46
North: 28853.6616 East : 19696.1793
Line course: S 34-50-13 W Length: 368.24
North: 28551.4172 East : 19485.8248
Line Course: S 36-11-44 w Length: 402.68
North: 28226.4519 East : 19248.0249
Line Course: S 53-48-16 E Length: 90.00
North: 28173.3031 East : 19320.6555
Line Course: N 36-11-35 E Length: 121.63
North: 28271.4624 East : 19392.4789
Curve Length: 60.34 Radius: 1430.00
Delta: 2-25-04 Tangent: 30.18
chord: 60.34 Course: N 66-22-36 E
Course In: S 24-49-56 E Course out: N 22-24-52 w
RP North: 26973.6781 East : 19993.0254
End North: 28295.6415 East : 19447.7614
Line Course: N 02-26-29 W Length: 22.48
North: 28318.1011 East : 19446.8039
Curve Length: 632.80 Radius: 440.00
Delta: 82-24-05 Tangent: 385.20
Chord: 579.66 Course: N 42-28-05 E
Course In: N 06-19-53 W Course out: S 88-43-58 E
RP North: 28755.4174 East : 19398.2812
End North: 28745.6866 East : 19838.1736
Line Course: N 34-35-48 E Length: 439.44
North: 29107.4202 East : 20087.6858
Perimeter: 7286.34 Area: 292,112 sq.ft. 6.71 acres
Mapcheck Closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0098 Course: N 08-05-02 W
Error North: 0.00974 East :-0.00138
Precision 1: 743,506.12
Page 2
Parcel 5
Parcel name: 5
North: 30132.1514 East : 21177.4709
Curve Lenggth: 62.83 Radius: 40.00
Delta: 90-00-00 Tangent: 40.00
chord: 56.57 course: N 65-52-33 w
Course In: S 69-07-27 w Course out: N 20-52-33 w
RP North: 30117.8976 East : 21140.0967
End North: 30155.2718 East : 21125.8430
Line Course: S 69-07-27 W Length: 125.56
North: 30110.5293 East : 21008.5254
curve Length: 207.63 Radius: 360.00
Delta: 33-02-41 Tangent: 106.79
Chord: 204.76 Course: S 52-36-07 w
Course In: 5 20-52-33 E Course out: N 53-55-14 w
RP North: 29774.1615 East : 21136.8092
End North: 29986.1679 East : 20845.8568
Line Course: S 20-52-33 E Length: 15.93
North: 29971.2836 East : 20851.5333
Line course: S 21-49-02 W Length: 159.50
North: 29823.2079 East : 20792.2556
Line Course: S 16-41-13 W Length: 76.82
North: 29749.6230 East : 20770.1974
Line Course: S 22-52-56 E Length: 120.88
North: 29638.2555 East : 20817.2001
Line Course: S 25-53-53 W Length: 106.82
North: 29542.1631 East : 20770.5442
Line Course: N 63-44-08 E Length: 208.07
North: 29634.2372 East : 20957.1333
Line Course: N 69-07-27 E Length: 383.30
North: 29770.8238 East : 21315.2715
Line Course: N 20-52-33 W Length: 386.71
North: 30132.1482 East : 21177.4698
Perimeter: 1854.04 Area: 194,640 sq.ft. 4.47 acres
Mapcheck Closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0034 Course: S 19-44-33 W
Error North:-0.00322 East :-0.00116
Precision 1: 545,308.82
Page 1
Parcel name: ROW
North: 29412.6520
Line course: S 61-07-29 w
North: 29331.4033
Curve Length: 179.14
Delta: 17-41-49
Chord: 178.43
Course In: S 28-52-31 E
RP North: 28823.5129
End North: 29222.2280
Line Course: S 46-34-20 E
North: 29167.2328
Curve Lenggth: 20.94
Delta:'2-23-59
Chord: 20.94
Course In: S 46-34-20 E
RP North: 28823.5129
End North: 29182.1355
Curve Length: 43.42
Delta: 99-30-20
Chord: 38.16
Course In: S 44-10-21 E
RP North: 29164.2044
End North: 29178.4245
Curve Length: 104.37
Delta: 13-00-01
Chord: 104.15
Course In: S 55-19-59 w
RP North: 28916.7742
End North: 29086.6090
Line Course: S 21-40-00 E
North: 29004.4547
Line Course: N 68-20-00 E
North: 29033.9912
Line Course: N 21-40-00 w
North: 29116.1455
Curve Length: 126.09
Delta: 13-22-43
Chord: 125.80
Course In: S 68-20-00 w
RP North: 28916.7742
End North: 29226.8549
Curve Length: 41.96
Delta: 96-10-12
Chord: 37.21
Course In: N 54-57-17 E
RP North: 29241.2105
End North: 29263.1023
Line Course: N 61-07-29 E
North: 29342.5981
Curve Length: 286.69
Delta: 32-51-10
Chord: 282.78
Course In: N 28-52-31 w
RP North: 29780.4346
End North: 29543.6061
Line Course: N 28-16-19 E
North: 29944.6811
Parcel ROW
East : 20366.5198
Length: 168.25
East : 20219.1878
Radius: 580.00
Tangent: 90.29
Course: S 52-16-34 w
Course Out: N 46-34-20 w
East : 20499.2725
East : 20078.0524
Length: 80.00
East : 20136.1517
Radius: 500.00
Tangent: 10.47
Course: N 44-37-39 E
Course Out: N 44-10-21 w
East : 20499.2725
East : 20150.8620
Radius: 25.00
Tangent: 29.53
Course: S 84-25-11 E
Course out: N 55-19-59 E
East : 20168.2825
East : 20188.8443
Radius: 460.00
Tangent: 52.41
Course: S 28-10-00 E
Course Out: N 68-20-00 E
East : 19810.5071
East : 20238.0069
Length: 88.40
East : 20270.6447
Length: 80.00
East : 20344.9926
Length: 88.40
East : 20312.3547
Radius: 540.00
Tangent: 63.33
Course: N 28-21-21 w
Course Out: N 54-57-17 E
East : 19810.5071
East : 20252.6043
Radius: 25.00
Tangent: 27.85
Course: N 13-02-23 E
Course Out: N 28-52-31 w
East : 20273.0717
East : 20260.9991
Length: 164.62
East : 20405.1524
Radius: 500.00
Tangent: 147.41
Course: N 44-41-54 E
Course Out: S 61-43-41 E
East : 20163.7001
East : 20604.0548
Length: 455.40
East : 20819.7582
Page 1
curve Length: 256.68
Delta: 40-51-08
-Chord: - 251.28--- __
Course In: S 61-43-41 E
RP North: 29774.1646
End North: 30110.5323
Line course: N 20-52-33 w
North: 30185.2807
Curve Length: 313.72
Delta: 40-51-08
Chord: 307.12
Course In: S 20-52-33 E
RP North: 29774.1646
End North: 29982.5737
Line Course: S 28-16-19 w
North: 29581.4986
curve Length: 240.82
Delta: 32-51-10
Chord: 237.54
Course In: N 61-43-41 w
RP North: 29780.4346
End North: 29412.6519
Parcel ROW
Radius: 360.00
Tangent: 134.07
--- ------Course:- N-48-41-53 -E-
Course out: N 20-52-33 w
East : 21136.8136
East : 21008.5298
Length: 80.00
East : 20980.0223
Radius: 440.00
Tangent: 163.86
Course: S 48-41-53 w
Course Out: N 61-43-41 w
East : 21136.8136
East : 20749.3015
Length: 455.40
East : 20533.5980
Radius: 420.00
Tangent: 123.82
Course: S 44-41-54 w
Course out: S 28-52-31 E
East : 20163.7001
East : 20366.5200
Perimeter: 3274.31 Area: 126,115 sq.ft. 2.90 acres
Mapcheck Closure - (uses listed courses, radii, and deltas)
Error Closure: 0.0003 Course: S 76-07-41 E
Error North:-0.00006 East : 0.00024
Precision 1: 10,914,333.33
Page 2
BOOK PAGE
/ APN 219-20-9350
/ VWI VISTOSO
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L=89.40' R=25.L=41.96' L=126.09'
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BOOK 56 M&P PAGE 65
i APN 219-20-9230
VENTANA MEDICAL
SYSTEMS INC.
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L=49.06 �y
PARCEL 5
"REVISED LOT 1"
,0 194,640 SF
(4.47 AC)
ti \
LOT I
BOOK 56 RP PAGE 65
APN 219-20-8200
VWI INVESTMENT
1o11-12 LLC N69.�1'230
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LOT 11
BOOK 56 hl&P: PEE 65
APN 219-20-8280
VWI INVESTMENT
1-11-12 LLC
LOT 12
BOOK 56 M&P PAGE 65
APN 219-20-8290 /
VWI INVESTMENT /
11'39'05" \ 1-11-12 LLC
54.55' *1 /
50.00' BLOT 3 \
K 56 M&P PAGE 65
PN 219-20-8220
'ENTANA MEDICAL
SYSTEMS, INC.
SEE SHEET
Landscape Architecture Urban De:
/ WLB Offices located in Tucson, Phoe
Flagstaff, AZ and Las Vegas, NV.
4444 East Broodwc
Grou QVVL13 Tucson, Arizona (520) 881-7
RECORD OF SURVEY
SHEET 1 OF 2
SUBJECT PROPERTY
0' 100' 200' 300'
LOCATION MAP
3" =: 1 MILE
o SET 1 /2" I P TAGGED RLS 12214
• FOUND 1 /2" I P TAGGED RLS 12214
RIGHT—OF—WAY (ROW) LINE
EXISTING PARCEL BOUNDARIES
NEW PARCEL BOUNDARIES
BASIS OF BEARING
BASIS OF BEARING IS THE NORTH LINE OF THE NORTHWEST
QUARTER OF SECTION 32, TOWNSHIP 11 SOUTH, RANGE 14 EAST,
G.& S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
SAID BEARING BEING: S 89'49'22" E
REFERENCES
1. BOOK 54 OF MAPS & PLATS, PAGE 36
2. BOOK 56 OF MAPS & PLATS, PAGE 65
RECORDING DATA
STATE DF ARIZDNA ND,
CDUNT Y DF PIMA FEE,
FILED FDR RECORD AT THE REQUEST DF THE WLB GRDUP, Inc,
DN THIS DAY DF
IN BDDK , RECDRD DF SURVEYS AT
PAGE AT
COUNTY RECDRDER
BY
DEPUTY
THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION
AND ALL SURVEY MONUMENTS EXIST AS SHOWN HEREON.
ROBERT L. LARSON, R.L.S. NO. 26923
EXPIRES 3/31/2014
RECORD OF SURVEY
PORTIONS OF SECTION 29 & 30 TOWNSHIP 11
SOUTH, RANGE 14 EAST, G. &S. R. M. , PIMA COUNTY,
ARIZONA
OV121 1-03
SCALE: 1" =
100'
SURVEYORS: DS, GB
APPROVED BY:
JAB
DRAWN BY:
WLB
DATE: MAR.
2011
SURVEY: RLL
PROJECT NO:
185050-VW05-1003X
SHEET:
1 OF 2
BOOK PAGE
BOOK PAGE
RECORD OF SURVEY
SHEET 2 OF 2
APN 219-20-914A /
VISTOSO PARTNERS LLC /
/
I
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I
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APN 219-20-9370
VWI VISTOSO INVESTMENT LLC /
PARCEL 4
292J 12 SF
(6.71 AC)
/ / \
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R=1430.00
A=2'25'04"
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APN 219-20-815D
VWI/VISTOSO /
INVESTMENT LLC
Landscape Architecture Urban Design
WLB W Offices located in Tucson, Phoenix,
Flagstaff, AZ and Las Vegas, NV.
JLM 4444 East Broadway
GroupTucson, Arizona (520) 881-7480
SEE SHEET 1
PARCEL 2
"PARCEL 3-AA SOUTH'
LOT 4
BOOK 56 M&P PAGE 65
APN 219-20-8230
VENTANA MEDICAL
SYSTEMS INC.
760.57' N89'31'03"W
LOT 4
BOOK 56 M&P PAGE 65
APN 219-20-8230
VENTANA MEDICAL
SYSTEMS INC.
0' 100' 200' 300'
f
� 30
31
SEC. CORNER
PARCEL 3
\ BOOK 56 M&P PAGE 65
\ APN 219-20-8290
\ VWI INVESTMENT
1-11-12 LLC
LOT \\ /
BOOK 56 M&P PAGE 65 \ /
�\ APN 219-20-8220 \ /
VENTANA MEDICAL \ /
SYSTEMS; INC. \ /
o\
s
/ 0
/ LOT 7
BOOK 54 M&P PAGE 36
/ APN 219-20-8170
VENTANA MEDICAL
/ SYSTEMS INC.
/
/29
32
RECORD OF SURVEY
PORTIONS OF SECTION 29 & 30 TOWNSHIP 11
SOUTH, RANGE 14 EAST, G. &S.R. M., PIMA COUNTY,
ARIZONA
OV 121 1-03
SCALE: 1" =
100'
11SURVEYORS: DS, GB
APPROVED BY:
JAB
DRAWN BY:
WLB
DATE: MAR.
2011
SURVEY: RLL
PROJECT NO:
185050—VW05-1003X
SHEET:
2 OF 2
,1
114 CORNER
P.O.B.
PARCEL
/ I
I /
130 29�
31 ,32 J
1V
PARCEL \1
m
r� \
1
P.O.B.
R-O-w
P.O.B.
PARCELS 1 & 2 1
T ✓ / / / \ \ P.O.B.
RCEL 2 PARCEL 5
/ PARCEL 5
Il F,9 P.O.B.
405 PARCEL 3 g \
� 4 PARCEL 3 A,�IoP
\ \
/ //
EXHIBIT TO ACCOMPANY DESCRIPTION OF
NEW PARCELS 1 THRU 5
AND PROPOSED RIGHT- OF- WA Y
WITHIN
RANCHO VISTOSO NEIGHBORHOOD 3
SECTIONS 29, 32, T. 11 S., R. 14 E., G.S.R.M.,
PIMA COUNTY, ARIZONA 1 "=400'
LGr j
p
WLB# project No. 185050VW02-1003X
N:❑185050❑NEIGH3❑exhibits❑EXHIBIT RVN3 NEW PARCELS 3-2011.dwg Plotted: Mar. 23, 2011
UNSU5DIV11C)ED
....... . ...... .. ....... ... ..... .... ..... ....
... .......
........ ..........
...........
.......... ..........
..........
..........
VISTOSO
V1LL.Z*r=
........ ......
DRIVE
LOT I
...... ......
...... .....
........ .....
..... .....
7.7: ...
40
LOT 11
0
LOT 12
EXHIBIT TO ACCOMPANY DESCRIPTION OF
RIGHT—OF—WAY ABANDONMENT
WITHIN
RANCHO VISTOSO NEIGHBORHOOD 3
BOOK 56 MAPS AND PLATS PAGE 65
PIMA COUNTY, ARIZONA
1 "=200'
The
WLB
�l���
WLB# project No. 185050—VW05X-1003 Group,
N:\185050\NEIGH3\abandon—nov-2010\abandon-2010.dwg Plotted: Apr. 12,2011
- - November19, 2010
W LB No. 185050-V-W 05-1003X
W:\LEGALS\185050\Nh03\80 Foot ROW Abandon.doc
LEGAL DESCRIPTION
RANCHO VISTOSO NEIGHBORHOOD 3
80 FOOT WIDE RIGHT-OF-WAY ABANDONMENT
WITHIN VISTOSO VILLAGE DRIVE
Abandonment of a portion of Vistoso Village Drive within Rancho Vistoso Neighborhood 3, Lots
1-6 and 9-12 and Common Area "A", a sub -division of record in the office of the Pima County
Arizona Recorder, in Book 56 of Maps and Plats at Page 65, said portion being forty (40) feet on
each side of the following described centerline;
COMMENCING at the centerline intersection of Rancho Vistoso Boulevard and Vistoso
Village Drive as shown on said plat;
THENCE S 69007'27" W, along the centerline of said Vistoso Village Drive, a distance of
240.56 feet to the TRUE POINT OF BEGINNING;
THENCE continue S 69007'27" W along said centerline, a distance of 243.66 feet to the
beginning of a curve, concave to the East, having a radius of 800.00 feet;
THENCE Southerly along said curve to the left, through a central angle of 90043'04" a
distance of 1266.66 feet to the POINT OF TERMINUS.
Containing 120,864 square feet or 2.77 acres, more or less.
Prepared by:
THE WLB GROUP, INC.
Robert L. Larson, RLS
RLL: rll
Page 1 of 1
......... ...........
VISTOSO
... ...... X ....................
.. ... ........
VILLAGr=
I)Rlvr=
....... .......
..... ......
LOT I
...... ......
40
...... .......
C,
LOT 11
801
LOT 12
EXHIBIT TO ACCOMPANY DESCRIPTION OF
RIGHT-OF-WAY ABANDONMENT
WITHIN
RANCHO VISTOSO NEIGHBORHOOD 3
BOOK 56 MAPS AND PLATS PAGE 65
HAM COUNTY, ARIZONA
1 "=200'
Th e
WLB
G roupoW
rou
WL113# project No. 185050-VW05X-1003
N:\185050\NEIGH3\abandon-nov-2010\abandon-2010.dwg Plotted: Nov. 19,2010
March 21, 2011
W LB No. 185050-VW 05-1003
W:ILEGALS\185050\Nh03\Venture-West\Parcel 1 (3AA=North).doc
LEGAL DESCRIPTION
RANCHO VISTOSO NEIGHBORHOOD 3
NEW PARCEL 1 (3AA-NORTH)
Those portions of Sections 29 and 30, all within Township 11 South, Range 14 East, Gila and
Salt River Meridian, Pima County, Arizona, described as follows:
COMMENCING at the Quarter corner common to Sections 29 and 30;
THENCE S 00004'29" W, along the East Line of said Section 30 as shown on Sheet 2 of
Block Plat Neighborhood 3, Phase 1, Lot 2 and Lots 4 through 8, recorded in Book 54, Maps and
Plats, Page 36 a distance of 367.49 feet;
THENCE N 26020'04" E, 114.13 feet to the TRUE POINT OF BEGINNING;
THENCE continue N 26°20'04" E, 6.04 feet;
THENCE N 34013'45" E, 174:57 feet;
THENCE N 20010'48" E, 150.70 feet;
THENCE N 38047'54" E, 207.42 feet;
THENCE N 35000'19" E, 140.97 feet;
THENCE N 35039'12" E, 188.29 feet;
THENCE N 53059'09" E, 60.62 feet to a point on the Southeasterly right-of-way line of
Rancho Vistoso Boulevard;
THENCE S 27010'33" E, along said right-of-way line a distance of 43.78 feet to a point of
curvature of a tangent curve concave to the Southwest;
THENCE Southeasterly along said right-of-way line and the arc of said tangent curve to the
right, having a radius of 6745.93 feet, and a central angle of 6*1252", for an arc distance of 731.68
feet to a point of curvature of a tangent compound curve concave to the Northwest;
THENCE Southerly along the arc of said compound curve to the right, having a radius of
40.00 feet, and a central angle of 90005'08", for an arc distance of 62.89 feet to a point of tangency;
THENCE S 69007'27" W, 125.55 feet to a point of curvature of a tangent curve concave to
the Southeast;
THENCE Southwesterly along the arc of said tangent curve to the left, having a radius of
440.00 feet, and a central angle of 40051'08", for an arc length of 313.72 feet to a point of tangency;
Page 1 of 2
March 21, 2011
WLB No. 185050-VW05-1003
W:\LEGALS\185050\Nh03\Venture-West\Parcel 1 (3AA-North).doc
THENCE S 28016'19"
W, 142.87 feet;
THENCE N 59000'19"
W, 109.38 feet;
THENCE N 26046'49"
W, 268.69 feet;
THENCE S 70011'52"
W, 97.60 feet;
THENCE N 24010'06"
W, 84.98 feet;
THENCE N 60038*04"
W, 69.39 feet to the TRUE POINT OF BEGINNING.
CONTAINING 10.8 acres of land, more or less.
Prepared by:
THE WLB GROUP, INC.
Robert L. Larson, RLS
RLL: rll
Page 2 of 2
March 21, 2011
WLB No. 185050-VW05-1003
W:\LEGALS\185050\Nh03\Venture-West\Parcel 2 (3AA-South).doc
LEGAL DESCRIPTION
RANCHO VISTOSO NEIGHBORHOOD 3
NEW PARCEL 2 (3AA-SOUTH)
Those portions of Sections 29 and 30, all within Township 11 South, Range 14 East, Gila and
Salt River Meridian, Pima County, Arizona, described as follows:
COMMENCING at the Quarter comer common to Sections 29 and 30;
THENCE S 00°04'29" W, along the East Line of said Section 30 as shown on Sheet 2 of
Block Plat Neighborhood 3, Phase 1, Lot 2 and Lots 4 through 8, recorded in Book 54, Maps and
Plats, Page 36 a distance of 367.49 feet to the TRUE POINT OF BEGINNING;
THENCE N 26020'04" E, 114.13 feet
THENCE S 60038'04" E, 69.39 feet;
THENCE S 24010'06" E, 84.98 feet;
THENCE N 70011'52" E, 97.60 feet;
THENCE S 26046'49" E, 268.69 feet;
THENCE S 59000'19" E, 109.38 feet;
THENCE S 28016'19" W, 312.52 feet to a point of curvature of a tangent curve concave to
the Northwest;
THENCE Southwesterly along the arc of said tangent curve to the right, having a radius of
420.00 feet, and a central angle of 32°51'10", for an arc distance of 240.82 feet to a point of
tangency;
THENCE S 61 °07'29" W, 168.25 feet to a point of curvature of a tangent curve concave to
the Southeast;
THENCE Southwesterly along the arc of said tangent curve to the left, having a radius of
580.00 feet, and a central angle of 26°31'41 ", for an arc distance of 268.54 feet to a point of
tangency;
THENCE S 34035'48" W, 129.89 feet;
THENCE N 55024'12" W, 159.21 feet;
THENCE N 15043'50" E, 224.82 feet;
THENCE N 21026'40" E, 205.57 feet;
Page 1 of 2
March 21, 2011
WLB No. 185050-VW05-1003
W:\LEGALS1185050\Nh03\Venture-West\Parcel 2 (3AA-South).doc
THENCE N 22050'39" E, 238.06 feet;
THENCE N 26054'27" E, 223.36 feet
THENCE N 26020'04" E, 185.82 feet to the TRUE POINT OF BEGINNING.
CONTAINING 10.5 acres of land,
Prepared by:
THE WLB GROUP, INC.
Robert L. Larson, RLS
RILL: rll
2014
Page 2 of 2
March 21, 2011
WLB No. 185050-VW05-1003
W:\LEGALS\185050\Nh03\Venture-West\Parcel 3.doc - -
LEGAL DESCRIPTION
RANCHO VISTOSO NEIGHBORHOOD 3
NEW PARCEL 3
A portion of Lot 2 of the Final Plat of Rancho Vistoso Neighborhood 3, Lots 1-6 & 9-12 &
Common Area "A" as recorded in Book 56 Maps and Plats, Page 65, records of Pima County,
and a portion of Section 29, within Township 11 South, Range 14 East, Gila and Salt River
Meridian, Pima County, Arizona, described as follows:
BEGINNING at the corner common to Lots 1, 2 and 11 of said plat;
THENCE S 14016'35" W along the easterly line of Lot 2, 70.98 feet;
THENCE S 28026'42" E along said line, 98.54 feet;
THENCE S 44006'12" W along the southerly line of Lot 2, 100.95 feet;
THENCE S 72016'21" W along said line, a distance of 123.18 feet;
THENCE N 89054'17" W along said line, a distance of 70.11 feet;
THENCE S 69019'07" W along said line, a distance of 101.91 feet;
THENCE S 56006'53" W along said line, a distance of 80.54 feet;
THENCE S 80003'55" W along said line, a distance of 78.16 feet to a point of a non -tangent
curve concave to the east;
THENCE Southerly along the arc of a said curve to the left, having a radius of 760.00 feet, a
central angle of 11 °39'05", a radial line through said point bears S 80°03'55" W for an arc distance
of 154.55 feet to a point of a non -tangent line;
THENCE N 21 °40'00" W, a distance of 88.40 feet to a point of curvature of a tangent curve
concave to the southwest;
THENCE Northerly along the arc of said tangent curve to the left, having a radius of 540.00
feet, a central angle of 13022'43", for an arc distance of 126.09 feet to a point of a reverse curve;
THENCE Easterly along the arc of said curve to the right, having a radius of 25.00 feet, a
central angle of 96*1012", for an arc distance of 41.96 feet to a point of tangency;
THENCE N 61 °07'29" E, a distance of 164.62 feet to a point of curvature of a tangent curve
concave to the northwest;
THENCE Northeasterly along the arc of said tangent curve to the left, having a radius of
500.00 feet, a central angle of 32051'10", for an arc distance of 286.69 feet to a point of tangency;
Page 1 of 2
March 21, 2011
W LB No. 185050-VW 05-1003
W:\LEGALS\185050\Nh03\Venture-West\Parcel 3.doc
THENCE N 28016'19" E, a distance of 455.40 feet to a point of curvature of a tangent curve
concave to the southeast;
THENCE Northeasterly along the arc of said tangent curve to the right, having a radius of
360.00 feet, a central angle of 7048'28", for an arc distance of 49.06 feet to a point of tangency;
THENCE S 20052'33"
E, 15.93 feet;
THENCE S 21 °49'02"
W, 159.50 feet;
THENCE S 16041'13"
W, 76.82 feet;
THENCE S 2205256"
E, 120.88 feet;
THENCE S 25053'53"
W, a distance of 106.82 feet to the POINT OF BEGINNING.
CONTAINING 2.89 acres of land, more or less.
Prepared by:
THE WLB GROUP, INC.
Robert L. Larson, RLS
RLL: rll
EXPIRES 3/31/2014
Page 2 of 2
_..Rev. March 31, 2011 - - -- -
March 21, 2011
WLB No. 185050-VW05-1003
W:\LLGALS\185050\NhO3\Venture-West\ParceI 4.doc
THENCE S 20010'48"
W, 151.92 feet;
THENCE S 34*13'45"
W, 172.94 feet;
THENCE S 26020'04"
W, 307.91 feet;
THENCE S 26054'27"
W, 224.28 feet;
THENCE S 22050'39"
W, 239.49 feet;
THENCE S 21026'40"
W, 207.43 feet;
THENCE S 15043'50"
W, 225.84 feet;
THENCE S 17032'54"
W, 305.46 feet;
THENCE S 34050'13"
W, 368.24 feet;
THENCE S 36011'44"
W, 402.68 feet;
THENCE S 53048'16"
E, 90.00 feet;
THENCE N 3601 V35" E, a distance of 121.63 feet to a point of a non -tangent curve concave
to the southeast;
THENCE Easterly along the arc of said curve to the right, having a radius of 1430.00 feet, a
central angle of 2025'04", a radial line through said point bears N 24049'56" W for an arc distance of
60.34 feet to a point of a non -tangent line;
THENCE N 02026'29" W, 22.48 feet to a point of a non -tangent curve concave to the
northwest;
THENCE Northeasterly along the arc of said curve to the left, having a radius of 440.00 feet,
a central angle of 82°24'05", a radial line through said point bears S 06019'53" E, for an arc distance
of 632.80 feet to a point of a non -tangent line;
THENCE N 34035'48" E, a distance of 439.44 feet to a point of a tangent curve concave to
the southeast;
THENCE Northerly along the arc of said curve to the right, having a radius of 500.00 feet, a
central angle of 8049'52", for an arc distance of 77.07 feet to a point of a non -tangent line;
THENCE N 46034'20" W, 80.00 feet to a point of a non -tangent curve;
Page 2 of 3
tn
114 CORNER 30 2\t»�,
/ 31 2 PARCEL 1\ v \
/P.O.B.
/ R—O—W
CEL 2 \
PARCEL 5 \
I45
4 PARCEL 3 p110� Y /\
/ ,
EXHIBIT TO ACCOMPANY DESCRIPTION OF
A PORTION OF VISTOSO VILLAGE DRIVE
RIGHT—OF—WAY TO BE ABANDONED
WITHIN
RANCHO VISTOSO NEIGHBORHOOD 3
SECTIONS 29, 32, T. 11 S., R. 14 E., G.S.R.M.,
PIMA COUNTY, ARIZONA 1 "=400'
The
WLB
p
WLB# project No. 185050VW02-1003X Grou
N:o185050EINEIGH30exhibitsFliEXHIBIT RVN3 ABANDON ROW 3-2011.dwg Plotted: Mar. 23, 2011
114 CORNER
P.O.B.
PARCEL
I
/
\ o
m
PARCEL \1\ r� \
1 P.O.B.
R-O-w
P.O.B.
PARCELS 1 & 2
P.O.B.
RCEL 2 , PARCEL 5
/ PARCEL 5
I � \
Il F9 P.O.B.
Q05 PARCEL 3 g \
4 PARCEL 3 A,�O�
EXHIBIT TO ACCOMPANY DESCRIPTION OF
NEW PARCELS 1 THRU 5
AND PROPOSED RIGHT— OF— WA Y
WITHIN
RANCHO VISTOSO NEIGHBORHOOD 3
SECTIONS 29, 32, T. 11 S., R. 14 E., G.S.R.M.,
PIMA COUNTY, ARIZONA 1 "= 40 0'
The
WLB
WLB# project No. 185050VW02-1003X Group
N:❑18 p050❑NEIGH3❑exhibits❑EXHIBIT RVN3 NEW PARCELS 3-2011.dwg Plotted: Mar. 23, 2011
Rev. March 31, 2011
WLB No. 185050-VW05-1003
W:\LEGALS\185050\Nh03\Venture-West\ParceI 4.doc
LEGAL DESCRIPTION
RANCHO VISTOSO NEIGHBORHOOD 3
NEW PARCEL 4
Those portions of Sections 29 and 30, all within Township 11 South, Range 14 East, Gila and
Salt River Meridian, Pima County, Arizona, described as follows:
COMMENCING at the Quarter corner common to Sections 29 and 30;
THENCE S 00004'29" W, along the East Line of said Section 30 as shown on Sheet 2 of
Block Plat Neighborhood 3, Phase 1, Lot 2 and Lots 4 through 8, recorded in Book 54, Maps and
Plats, Page 36 a distance of 367.49 feet to the POINT OF BEGINNING;
THENCE N 26020'04"
E, 120.17 feet;
THENCE N 34013'45"
E, 174.57 feet;
THENCE N 20010'48"
E, 150.70 feet;
THENCE N 38047'54"
E, 207.42 feet;
THENCE N 35000'19"
E, 140.97 feet;
THENCE N 35039'12"
E, 188.29 feet;
THENCE N 53059'09" E, 60.62 feet to a point on the southeasterly right-of-way line of
Rancho Vistoso Boulevard;
THENCE N 27010'33"
W, 30.36 feet;
THENCE S 53059'09"
W, 70.13 feet;
THENCE S 35039'12"
W, 193.30 feet;
THENCE S 35000'19"
W, 140.14 feet;
THENCE S 38047'54"
W, 61.22 feet;
THENCE S 59035'05"
E, a distance of 9.55 feet to a point of a non -tangent curve;
THENCE Westerly along the arc of said curve to the left, having a radius of 1948.00 feet, a
central angle of 1 °00'54", a radial line through said point bears N 34048'18" W for an arc distance of
34.51 feet to a point of a non -tangent line;
THENCE S 38047'54" W, 118.33 feet;
Page 1 of 3
- Rev. -March 31 2011-
March 21, 2011
WLB No. 185050-VW05-1003
W ALEGALS\185050W h03\Venture-West\Parcel 4.doc
THENCE S 20010'48"
W, 151.92 feet;
THENCE S 34013'45"
W, 172.94 feet;
THENCE S 26020'04"
W, 307.91 feet;
THENCE S 26054'27"
W, 224.28 feet;
THENCE S 22050'39"
W, 239.49 feet;
THENCE S 21026'40"
W, 207.43 feet;
THENCE S 15°43'50"
W, 225.84 feet;
THENCE S 1703254"
W, 305.46 feet;
THENCE S 34050'13"
W, 368.24 feet;
THENCE S 36011'44"
W, 402.68 feet;
THENCE S 53048'16"
E, 90.00 feet;
THENCE N 36011'35" E, a distance of 121.63 feet to a point of a non -tangent curve concave
to the southeast;
THENCE Easterly along the arc of said curve to the right, having a radius of 1430.00 feet, a
central angle of 2025'04", a radial line through said point bears N 24049'56" W for an arc distance of
60.34 feet to a point of a non -tangent line;
THENCE N 02026'29" W, 22.48 feet to a point of a non -tangent curve concave to the
northwest;
THENCE Northeasterly along the arc of said curve to the left, having a radius of 440.00 feet,
a central angle of 82024'05", a radial line through said point bears S 06019'53" E, for an arc distance.
of 632.80 feet to a point of a non -tangent line;
THENCE N 34035'48" E, a distance of 439.44 feet to a point of a tangent curve concave to
the southeast;
THENCE Northerly along the arc of said curve to the right, having a radius of 500.00 feet, a
central angle of 8049'52", for an arc distance of 77.07 feet to a point of a non -tangent line;
THENCE N 46034'20" W, 80.00 feet to a point of a non -tangent curve;
Page 2 of 3
r I .
Rev. March 31, 2011
March 21, 2011
WLB No. 185050-VW05-1003
W:\LEGALS\185050\Nh03\Venture-West\Parcel 4.doc
THENCE Southerly along the arc of said curve to the left, having a radius of 580.00 feet, a
central angle of 8049'52", a radial line through said point bears N 46034'20" W, foran arcdistance of
89.40 feet;
THENCE S 34035'48"
W, 129.89 feet;
THENCE N 55024'12"
W, 159.21 feet;
THENCE N 15043'50"
E, 224.82 feet;
THENCE N 21 °26'40"
E, 205.57 feet;
THENCE N 22050'39"
E, 238.06 feet;
THENCE N 26054'27"
E, 223.36 feet;
THENCE N 26020'04"
E, a distance of 185.82 feet to the POINT OF BEGINNING.
CONTAINING 6.71 acres of land, more or less.
Prepared by:
THE WLB GROUP, INC.
Robert L. Larson, RLS
RLL: rll
Page 3 of 3
- - _ -Rev. March 31, 2011
March 21, 2011
WLB No. 185050-VW05-1003
W:\LEGALS\185050\Nh03\Venture-West\Parcel 5 Rev Lot 1.doc
LEGAL DESCRIPTION
RANCHO VISTOSO NEIGHBORHOOD 3
NEW PARCEL 5
A portion of Lot 1 of the Final Plat of Rancho Vistoso Neighborhood 3, Lots 1-6 & 9-12 &
Common Area "A" as recorded in Book 56 Maps and Plats, Page 65, records of Pima County,
within Section 29, Township 11 South, Range 14 East, Gila and Salt River Meridian, Pima
County, Arizona, described as follows:
BEGINNING at the most easterly corner common to Lots 1 and 11 of said plat on the
southeasterly right-of-way line of Rancho Vistoso Boulevard;
THENCE along said right-of-way N 20052'33" W, a distance of 386.71 feet to a point of
reverse curve;
THENCE Northwesterly along the arc of a curve to the left, having a radius of 40.00 feet, a
central angle of 90000'00", for an arc distance of 62.83 feet to a point of tangency;
THENCE S 69007'27" W, 125.56 feet to a point of a tangent curve concave to the southeast;
THENCE Westerly along the are of said tangent curve to the left, having a radius of 360.00
feet, a central angle of 33002'41 ", for an arc distance of 207.63 feet to a point on the common line of
Lots 1 and 2 of said plat;
THENCE along said lot line, S 20"52'33" E, a distance of 15.93;
THENCE along said lot line, S 21049'02" W, a distance of 159.50 feet;
THENCE along said lot line, S 16041'13" W, a distance of 76.82 feet;
THENCE along said lot line, S 22052'56" E, a distance of 120.88 feet;
THENCE along said lot line, S 25053'53" W, a distance of 106.82 feet;
THENCE along the southerly line of Lot 1, N 63044'08" E, a distance of 208.07 feet;
THENCE continue along said line, N 69007'27" E, a distance of 383.30 feet to the POINT OF
BEGINNING. - r /
CONTAINING 4.47 acres of land, more or less.
Prepared by:
THE WLB GROUP, INC.
Robert L. Larson, RLS
RLL: rll
Page 1 of 1
March 21, 2011
WLB No. 185050-VW05-1003
W:\LEGALS\185050\Nh03\Venture-West\Parcel ROW Dedicated.doc
LEGAL DESCRIPTION
RANCHO VISTOSO NEIGHBORHOOD 3
NEW RIGHT-OF-WAY
Portions of Vistoso Village Drive and Lots 1, 2 and 4 of the Final Plat of Rancho Vistoso
Neighborhood 3, Lots 1-6 & 9-12 & Common Area "A" as recorded in Book 56 Maps and Plats,
Page 65, records of Pima County, and a portion of Section 29, within Township 11 South, Range
14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows:
COMMENCING at the most easterly corner common to Lots 1 and 11 of said plat on the
southeasterly right-of-way line of Rancho Vistoso Boulevard;
THENCE along said right-of-way N 20052'33" W, a distance of 386.71 feet to a point of
reverse curve;
THENCE Northwesterly along the arc of a curve to the left, having a radius of 40.00 feet, a
central angle of 90°00'00", for an arc distance of 62.83 feet to a point of tangency;
THENCE S 69007'27" W, 125.56 feet to a point of a tangent curve concave to the southeast
being the POINT OF BEGINNING;
THENCE Westerly along the arc of a non -tangent curve to the left, having a radius of 360.00
feet, a central angle of 40051'08", a radial line through said point bears S 20°52'33" E for an arc
distance of 256.68 feet to a point of tangency;
THENCE S 28016'19" W, 455.40 feet to a point of curvature of a tangent curve concave to
the northwest;
THENCE Westerly along the arc of said tangent curve to the right, having a radius of 500.00
feet, a central angle of 32051'10", for an arc distance of 286.69 feet to a point of tangency;
THENCE S 61 °07'29" W, a distance of 164.62 feet to a point of curvature of a tangent curve
concave to the east;
THENCE Southerly along the arc of said tangent curve to the left, having a radius of 25.00
feet, a central angle of 96010'12", for an arc distance of 41.96 feet to a point of a reverse curve;
THENCE Southerly along the arc of said curve to the right, having a radius of 540.00 feet, a
central angle of 13022'43", for an arc distance of 126.09 feet to a point of tangency;
THENCE S 21 °40'00" E, a distance of 88.40 feetto a pointon the easterly right-of-way line of
Vistoso Village Drive per said plat;
THENCE S 68020'00" W, a distance of 80.00 feet to the westerly right-of-way line of Vistoso
Village Drive per said plat;
Page 1 of 2
Rev. March 31, 2011
March 21, 2011
WLB No. 185050-VW05-1003
W:\LEGALS\185050\Nh03\Venture-West\Parcel ROW Dedicated.doc
THENCE N 21 °40'00" W, 88.40 feet to a point of curvature of a tangent curve concave to the
southwest;
THENCE Northerly along the arc of said tangent curve to the left, having a radius of 460.00
feet, a central angle of 13"00'01 ", for an arc distance of 104.37 feet to a point of a compound curve;
THENCE Westerly along the are of said curve to the left, having a radius of 25.00 feet, a
central angle of 99030'21", for an arc distance of 43.42 feet to a point of a compound curve;
THENCE Southerly along the arc of said curve to the left, having a radius of 500.00 feet, a
central angle of 2023'59", for an arc distance of 20.94 feet;
THENCE N 46034'20" W, 80.00 feet to a point of a non -tangent curve concave to the
southeast;
THENCE Easterly along the arc of a non -tangent curve to the right, having a radius of 580.00
feet, a central angle of 17041'49", a radial line through said point bears S 46°34'20" E for an arc
distance of 179.14 feet to a point of tangency;
THENCE N 61 °07'29" E, 168.25 feet to a point of curvature of a tangent curve concave to
the northwest;
THENCE Easterly along the arc of said tangent curve to the right, having a radius of 420.00
feet, a central angle of 32051'10", for an arc distance of 240.82 feet to a point of tangency;
THENCE N 28016'19" E, 455.40 feet to a point of curvature of a tangent curve concave to
the southeast;
THENCE Easterly along the arc of said tangent curve to the right, having a radius of 440.00
feet, a central angle of 40051'08", for an arc distance of 313.72 feet to a point of a non -tangent line;
THENCE S 20052'33" E, a distance of 80.00 feet to the POINT OF BEGINNING.
CONTAINING 2.9 acres of land, me
Prepared by:
THE WLB GROUP, INC.
Robert L. Larson, RLS
RLL: cll
Page 2 of 2
Development and Infrastructure Services Department
Engineering Division
-, 11000 N La Cariada Drive, Oro Valley, Arizona 85737 •520-229-4869 • 520-229-4871(Fax)
APPLICATION TO VACATE
A PUBLIC STREET, EASEMENT OR ALLEY
PER ORO VALLEY TOWN CODE, ARTICLE 7-7
APPLICANT: fj& lL.5 Azcw1>, A r-,%l '?Au, aAw1D DATE: P, •�O/O
ADDRESS:
CITY:✓` S o n.J STATE:
TELEPHONE: It-1- Wlgo
ZIP: $ S 7711
Before the Town will consider this application to vacate a public street, easement or alley, the following items
will need to be submitted with the application:
,The applicant must provide a complete written explanation of why the vacating is sought; why it is felt that the
Town no longer requires the use of said property.
(Written explanation to be attached hereto)
Fees to cover administration, legal and engineering costs: Abandonment of streets and alleys - $780.00.
NOTE: All fees are non-refundable
iN An accurate legal description of the property to be vacated must be provided.
/Applicant must provide an acceptable title report and a county assessor's map clearly describing the subject street
/-Written
or alley. All adjacent property owners, their addresses and phone numbers must also be included.
permission and authorization for the requested vacating must be secured from all affected public utilities.
Copies of all letters of authorization and permission must be submitted with this application.
Please indicate Utility Company
Comcast Communications
City of Tucson Water
Golder Ranch Fire Department
Metropolitan Water
Oro Valley Water Utility
Pima County Wastewater
Qwest Communications
Rural Metro Fire Department
Southwest Gas
Tucson Electric Power Company
Phone Number
Have Responded
744-2653
A/,,7— A1*0417940
791-3242
825-9001
575-8100
229-5000
YA5
740-6500
YES
884-2355
d.9- 'Ah%fg!e,TV t>
297-3600
Is
889-1888
►
623-7711
»
/ Applicant shall furnish at time of the application appropriate Quitclaim Deed forms Town pursuant to the request
of vacating. The Quitclaim Deeds shall be in a form sufficient to convey title -in the -manner --set forth in ARS 28--
--119902 et.-seq.
M Applicant must provide a map including the exact location of the property to be vacated.
All conditions required in Article 7-7 must be satisfied by applicant except those specially stated as requiring Town
Council action or waived by Town Council.
icant's Signature
To Be Completed By Town Staff:
This application was received on by
Engineering and Planning Approval
Engineering Division
Planning Division
Date
Date
g
Bup
Inc.
December 9, 2010
Town of Oro Valley Engineering Division
11000 North La Canada Drive
Oro Valley, Arizona 85737
Engineering - Planning
Surveying - Urban Design
Landscape Architecture
Subject: Proposal to Vacate a Portion of the Vistoso Village Drive Public Right -of -Way
WLB No. 185050-V-W05X
To Whom It May Concern:
In February of 2008 the Oro Valley Town Council approved an amendment to the Rancho Vistoso
PAD to reconfigure many of the development parcels within Innovation Park. The land use parcel
map that was approved included a realignment of a portion of the Vistoso Village Drive right-of-way.
The right-of-way is currently undeveloped, and crosses through development parcel "3-AA". Now
that plans for the development of that parcel are underway, we propose to begin the process of
realigning the existing right-of-way to conform to the 2008 PAD amendment. The first step of that
process is vacation of the portion of the existing right-of-way that will be realigned. Please do not
hesitate to contact me with any questions about this application.
Sincerely,
THE WLB GROUP, INC.
4ustav Paul Oland
Project Manager
L:\185050WL"IOI i3\PARCGL 3-AA\VIS'rOSO VII_LAGL Dit ROW ADANDONMENA02 - LEr7ER.DOC
Engineering - Planning - Surveying - Urban Design - Landscape Architecture
Offices located in Tucson, Phoenix, Flagstaff, Las Vegas - E-mail: tucson@wlbgroup.com
4444 East Broadway - Tucson, Arizona 85711 - (520) 881-7480 - FAX (520) 881-7492
No. 630-5356832
SPECIAL REPORT
SCHEDULE A
1. This report is for informational purposes only and is not to be considered as a commitment to
issue any form of Title Insurance Policy. This report is for the sole use and benefit of the parties
set forth in Number 2 below and liability is hereby limited to the amount of the fee paid.
This report was prepared from only those items of public record shown in the title plant indices of
the issuing company to show the condition of title as reflected by same. Those items to which
the hereinafter described land is subject are set forth in Schedule B, Part Two. No attempt has
been made to reflect the condition of title relating to the items set forth in Schedule B, Part One.
2. For the use and benefit of:
Town of Oro Valley and The WLB Group
3. The Title to the fee estate in the land described herein is at this date hereof vested in:
Town of Oro Valley, an Arizona municipal corporation, by dedication on the Subdivion Map
recorded in Book 54 of Maps at Page 36
4. The land referred to in this report is situated in Pima County, Arizona, and is described as:
SEE EXHIBIT "A" ATTACHED HEREIN
Search made to November 22, 2010 at 7:30 A.M.
FIRSTAMERICAN TMEINSURANCE COMPANY
By., David Riiey/dpr (520)577-B707
No. 630-5356832
EXHIBIT "A"
RANCHO VISTOSO NEIGHBORHOOD 3
80 FOOT WIDE RIGHT-OF-WAY ABANDONMENT
WITHIN VISTOSO VILLAGE DRIVE
That portion of Vistoso Village Drive within Rancho Vistoso Neighborhood 3, Lots 1-6 and 9-12 and
Common Area "A", a sub -division of record in the office of the Pima County Arizona Recorder, in Book 56
of Maps and Plats at Page 65, being a re -subdivision of Block Plat Neighborhood 3 Phase 1, Lot 2 and
Lots 4 through 8, recorded in Book 54 of Maps at Page 36, said portion being forty (40) feet on each side
of the following described centerline;
COMMENCING at the centerline intersection of Rancho Vistoso Boulevard and Vistoso Village Drive as
shown on said plat;
THENCE S 69007'27" W, along the centerline of said Vistoso Village Drive, a distance of 240.56 feet to
the TRUE POINT OF BEGINNING;
THENCE continue S 69007'27" W along said centerline, a distance of 243.66 feet to the beginning of a
curve, concave to the East, having a radius of 800.00 feet;
THENCE Southerly along said curve to the left, through a central angle of 90°43'04" a distance of
1266.66 feet to the POINT OF TERMINUS.
No. 630-5356832
SCHEDULE B
PART ONE:
1. Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the public records.
Proceedings by a public agency which may result in taxes or assessments, or notices of such
proceedings, whether or not shown by the records of such agency or by the public records.
2. Any facts, rights, interests or claims which are not shown by the public records but which could
be ascertained by an inspection of the land or by making inquiry of persons in possession
thereof.
3. Easements, liens, or encumbrances, or claims thereof, which are not shown by the public
records.
4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts
which a correct survey would disclose, and which are not shown by the public records.
5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the
issuance thereof; (c) water rights, claims or title to water; whether or not the aforementioned
matters excepted are shown by the public records.
6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished,
imposed by law and not shown by the public records.
7. Lack of a right of access to and from the land.
No. 630-5356832
SCHEDULE B
(All recording data refers to records in the office of the County Recorder in the County in which the land
is situated.)
EXCEPTIONS:
1. Any additional taxes which may become a lien by reason of the county assessor reassessing the
within described premises for the year(s) 2010.
Note: The 2010 Taxes were abated by reason of being owned by the Town of Oro Valley.
2. Reservations or Exceptions in Patents, or in Acts authorizing the issuance thereof.
3. Covenants, conditions and restrictions in the document recorded as Docket 8021, Page 925,
Docket 8327, Page 2058, Docket 8629, Page 576 and in Docket 10037, Page 1540 and Docket
11565, Page 1377, Tract Declaration Docket 12745, Page 7591, Docket 12822, Page 3541,
Docket 12888, Page 4988, Docket 13238, Page 2181 and Docket 13268, Page 3894 but deleting
any covenant, condition or restriction indicating a preference, limitation or discrimination based
on race, color, religion, sex, handicap, familial status, or national origin, to the extent such
covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes.
Partial Assignment and Assumption of Declarant's Rights recorded as Docket 13188, Page 1743,
which purports to assign the Declarants rights in the above CC&Rs for property owned by the
Assignee.
4. Covenants, conditions and restrictions in the document recorded as Docket 11983, Page 1139
but deleting any covenant, condition or restriction indicating a preference, limitation or
discrimination based on race, color, religion, sex, handicap, familial status, or national origin, to
the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the
United States Codes.
5. Easements, restrictions, reservations, conditions and set -back lines as set forth on the plat
recorded in Book 56 of Maps, Page 65, and in Book 54 of Maps at Page 36, but deleting any
covenant, condition or restriction indicating a preference, limitation or discrimination based on
race, color, religion, sex, handicap, familial status or national origin to the extent such covenants,
conditions or restrictions violate 42 USC 3604(c).
6. An easement for sewer lines, manholes, and utilities and appurtenances and incidental purposes,
recorded as Docket 7892, Page 1303.
7. The right of utilities to maintain lines and facilities existing in rights of way or easements prior to
their abandonment.
8. Water rights, claims or title to water, whether or not shown by the public records.
No. 630-5356832
of Schedule B
NOTE: The Restrictions show above in Schedule Bs would only affect the property upon vacation by the
Town of Oro Valley.
No. 630-5356832
�c k
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c2001 The First American Corporation - All Rights Reserved
ASSESSOR'S RECORD MAP
223-02 SECTION 29, TOWNSHIP 11 SOUTH, RANGE 14 �AAST
Now ASSESSED W/M&P 42/85 %
-01 UNIT 316 ASSESSED W/S I0, 19, 20 ASSESSED W/S 20 ; N 89-52-C3 'W (S) d
SUN CITY VISTOSO m 223-01-452A 223-04-097
-OG 223-OI-0O2N o �/r'n� 89-42-581W (S) 2594.3" (S) ` 2605.25 CJ'> I
LOTS I-18,27-44 0
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SUN CITY VISTOSO o e`�- ��' rsp NE:cHHNrP�>S.tz
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(us-zo)� NEO1mnRIf 0D 3 (ns-zoJ u4t1 n T11S\F.i4E\Sc9-03/26:10 E' i
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_ _ _ _ _
•
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/ / f 54/036 M&P y�''vr•-- I_----
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c
`(219-20) �'' ASSESSED 1N Zt j 2603., s _S_�S(g� 2-11-1)4 SEC 32-11-14
p1 C y I
223-02-020C,D 21S-2C-919P. r� O zi FEET
ASSESSOR'S
RECORD MAP
SECTION 30, T4NSHIP 1.1 SOUTH, RANGE 14 EAST
22 3-02
M ALSO SEE SEC 19 FOR CONTINUATION �y
/ 1591.49' `/ (S)
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FORMERLY
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z o�
NOW
v NEIGHBORHOOD 5 PARCEL E s
SUN CITY VISTOSO
LOTS 1-80 & h°'_ _ lees_
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CODE. 219-20-9290
14A
/(—ASSESSED WITH A PORT. OF,
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I
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-----------------------------------------------------------------
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/ %— CODE: 219-20-9230
LOT 3 j
ASSESSED 'dITH A PORT. OF
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\ ASSESSED WITH A PORT. IOF S29, 711S,R14E (223-02)
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FEET
ASSESSED WITH A POkT.\OFa
��PucE
S31_TI1S,R14E (223-02) &
Pima County
Regional Wastewater Reclamation Department
201 N. Stone Ave., 81h Floor
Tucson, Arizona 85701
Michael Gritzuk, P.E. (520) 740.6500 Visit our website:
Director http://www.pima.govlwwm
November 30, 2010
RE: Abandonment and rededication of Vistoso Village Drive
Gustav Paul Oland
The WLB Group, Inc.
4444 E. Broadway Blvd.
Tucson, AZ 85711-3508
RE: Abandonment and Realignment of Vistoso Village Drive Section 29 Tl 1S R14E
Mr. Oland
The Pima County Regional Wastewater Department has reviewed your proposal for
abandonment and rededication of Vistoso Village Drive. The Department has two sewers within
the proposed project area, G-86-78, which intersects the alignment of Vistoso Village Drive, and
G-96-089, which is located within the existing right of way for Vistoso Village Drive. Both of
these facilities are contained within recorded easements (Dkt. 7892 Pg. 1303 and Dkt. 10446 Pg.
1722 respectively). Pima County Regional Wastewater Department has no objection to the
proposed right-of-way abandonment and rededication; however, we retain all rights, privileges
and uses as granted by these recorded easements.
Sincerely
William Knight
Program Manager
740-6773
_RECORDING REQUESTED BY:
AND WHEN RECORDED MAIL TO:
The WLB Group, Inc.
4444 E. Broadway Blvd.
Tucson, AZ 85711
QUIT -CLAIM DEED
File No.
(Exempt A-3)
For the consideration of TEN AND NO/100 DOLLARS, and other valuable considerations, I or
we, The Town of Oro Valley, A Municipal Corporation of the State of Arizona hereby Quit -
Claim to:
VWI Vistoso Investment, LLC, an Arizona Limited Liability Company
All right, title, or interest in the following described real property situate in Pima County, Arizona:
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF.
DATED:
The Town of Oro Valley,
A Municipal Corporation
STATE OF AZ )
)ss.
County of Pima )
On , before me, the undersigned Notary Public, personally appeared
, personally known to me (or
proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies) and that his/her/their signature(s) on the
instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS my hand and official seal.
My Commission Expires:
Notary Public
OJPyt.EY A%
OQ' . 2
Development and Infrastructure Services
March 11, 2011
Paul Oland
WLB Group
4444 W. Broadway Blvd.
Tucson, AZ 85711
Via email: gpoland(a)wibgroup.com
RE: First Review: Parcel Lot Line Adjustment for Parcel 3-AA, Rancho Vistoso Neighborhood 3.
Requested by The WLB Group; located southwest of the intersection of Innovation Park Drive and
Rancho Vistoso Boulevard, OV1211-03.
Dear Paul:
Thank you for the submittal of the proposed lot line adjustment for Parcel 3-AA. Planning staff has reviewed
the proposed parcels for conformance with the Rancho Vistoso PAD has no objections to the continued
processing of this request. However, the Oro Valley Water Utility and Oro Valley Engineering have
outstanding comments that must be addressed with the resubmittal.
Oro Valley Water Utility
• Parcel lines do not reflect what was represented on the "Vacation of Right of Way" plan submitted
previously.
Agency Comments
Oro Valley Engineering, memo
Summary
For resubmittal of the application, we require the following:
• Three (3) copies of a letter addressing all comments provided, including all attached agency
review comments.
• Three (3) black line copies of the revised record of survey.
Please don't hesitate to contact me if you have any questions or require clarification of these comments.
Respectfully,
Matt Michels, AICP
Senior Planner
cc: David Laws, P.E., OV Engineering
Shirley Gay, OV Permitting
encl: Agency Comments
S:\PERMPLUS\DOGS\OV1211-03\P_1st REVIEW COMMENTS_03-11-11.doc Page 1 of 1
t
BOOKPAGE 65
APPROVALS
I �Lful A . Cu+�1ia/ CLERK OF THE TOWN OF ORO VALLEY,
HEREBY CERTIFY THAT THIS PLAT WAS APPROVED BY THt MAYOR AND COUNCIL
OF THE TOM OF ORO VALLEY ON THE JD!j DAY OF
2002L
CLJ4OCaY DATE PIMA COUNTY DEPARTMENT OF WATER DATE
MANAGEMENT
K/ ►� 12
TOWN F ORO VALLEY DATE
TO NGINEE
CD YJO,IO�
ZON MINI DATE
11- ale - of
DIRECTOR OF WATXR UTILLIFES DATE
ASSURANCES
FINANCIAL ASSURANCES IN THE FORM OF A THIRD PARTY TRUST AGREEMENT, TRUST
No. 4892 AND TRUST No. 4893 FROM FIRST AMERICAN TITLE INSURANCE COMPANY,
COMPLYING WITH THE ORO VALLEY ZONING CODE REVISED, AS RECORDED IN
DOCKET1191L5 . PAGE a, HAVE BEEN PROVIDED TO GUARANTEE STREET, DRAINAGE,
SANITARY SEWER, SOIL PREPARATION, UTILITY IMPROVEMENTS, ALL SUBDIVISION
MONUMENTS AND ALL IMPROVEMENTS AND CONDITIONS AS SPECIFIED IN THE
ASSURANCE AGREEMENT INCLUDING EXHIBIT "C" THEREOF.
BY: �ierdE
MAYOR - TOWN OF ORO VALLEY
ASSURANCES IN THE FORM OF A BOND FROM NATIONAL BANK OF ARIZONA.
IN THE AMOUNT OF S N R HAVE BEEN PROVIDED TO
GUARANTEE THAT LANDSCAPING AND IRRIGATION WILL BE INSTALLED IN
ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS.
ASSURANCES IN THE FORM OF A BOND FROM %W- N4r'``�"4� 'bw K -S Pi
IN THE AMOUNT OF i 7-04, vo� oo HAVE BEEN PROVIDED TO
GUARANTEE THE RESTORATI N OF THIS SUBDIVISION IN THE EVENT THE PROJECT
IS ABANDONED.
HATER ADEQUACY
A CERTIFICATION OF ASSURED WATER SUPPLY HAS
BEEN RECEIVED FROM THE DIRECTOR OF WATER RESOURCES.
tY: II-?b.oa—
WATER UTILITN DIRECTOR DATE:
RECORDING DATA
STATE OF ARIZONA) SEaNO: `►e
SS FEE:
COUNTY OF PIMA)
THIS INSTRUMENT WAS FILED FQQf�j 'RECORD AT THE REQUEST OF THE
WLB GROUP, INC., N THIS �_ DAY OF DECEMBER
20Dj1— ATA.M. IN BOOK S(o OF MAPS AND PLATS
AT PAGE 65 THEREOF.
F. ANN RODRIGUEZ, PIMA COUNTY RECORDER Jail RpEggo
BY: t '0
DEPUTY FDA PI r
COLNTY RECORDER
4AIZONT'
Th e
l—, I— S
Engineering Planning Surveying
Landscape Architecture U ban Deelgn
WEB
I- V" located in Tucson, Phoenix
Las and V Valley,
Grou
4444 East B-o..I—y
Tueeon, A,Ixane (602) 881-7480
DEDICATION
WE, THE UNDERSIGNED, HEREBY WARRANT THAT WE ARE ALL AND THE ONLY PARTIES HAVING
ANY RECORD TITLE INTEREST IN THE LAND SHOWN ON THIS PLAT AND WE CONSENT TO THE
SUBDIVISION OF SAID LAND IN THE MANNER SHOWN HEREON.
VALLEY, ITS SUCCESSdRSAND ASSIGNSTHEIRAEMPLOYtES HEREBY SAVE
ANDTAGETNTS HARMLESS
FROMFROM ANY AND ALL CLAIMS FOR DAMAGES RELATED TO THE USE OF SAID LANDS NOW AND IN
THE FUTURE BY REASON OF FLOODING FLOWAGE, EROSION, OR DAMAGE CAUSED BY WATER,
WHETHER SURFACE, FLOOD OR RAINFALL. IT IS FURTHER UNDERSTOOD AND AGREED THAT
NATURAL DRAINAGE SHALL NOT BE ALTERED, DISTURBED OR OBSTRUCTED OTHER THAN AS SHOWN
HEREON WITHOUT THE WRITTEN APPROVAL OF THE TOWN OF ORO VALLEY TOWN COUNCIL.
COMMON AREA 'A' AS SHOWN HEREON IS RESERVED FOR THE PRIVATE USE AND CONVENIENCE OF
ALL PROPERTY OWNERS WITHIN THIS SUBDIVISION. TITLE TO THE LAND SHALL BE VESTED IN AN
ASSOCIATION OF LOT OWNERS AS ESTABLISHED BY AMENDED ANp RESTATED COVENANTS, CONDITIONS
AND RESTRICTIONS RECORDED IN DOCKETZTZy,6 AT PAGESISM IN THE OFFICE OF THE PIMA COUNTY
RECORDER. THIS ASSOCIATION WILL ACCEPT RESPONSIBILITY FOR THE CONTROL, MAINTENANCE, AD
VALORUM TAXES, AND LIABILITY FOR COMMON AREA 'A'.
WE HEREBY CONVEY TO THE TOWN OF ORO VALLEY, PIMA COUNTY AND ALL UTILITY COMPANIES,
ALL COMMON AREA AND EASEMENTS AS SHOWN HEREON FOR THE PURPOSE OF INSTALLATION AND
MAINTENANCE OF UTILITIES AND OTHER USES AS DESIGNATED BY THIS PLAT.
WE HEREBY DEDICATE AND ONVEY TO THE TOWN OF ORO VALLEY, ALL RIGHTS -OF -WAY
AS SHOWN HEREON, INCL G ALL STREETS AND EASEMENTS.
FIRST AMERICAN RANCE COMPANY, A CALIFORNIA CORPORATION AS TRUSTEE UNDER
TRUST No. 489 No. 4893.
BY:
BENEFICIARY OF TRUST No.4893:
VISTOSO PARTNERS, L.L.C., AN ARIZONA LIMITED LIABILITY COMPANY
1121 W. WARNER ROAD, SUITE 1
TEMPE, ARIZONA
85284
(602)831-2000
BENEFICIARY OF TRUST No. 4892:
VISTOSO HOLDINGS, L.L.C., AN ARIZONA LIMITED LIABILITY COMPANY
c/o CENTRAL AND OSBORN PROPERTIES, INC.
2702 NORTH THIRD STREET, SUITE 300
PHOENIX, ARIZONA 85004-4607
(602)604-6222
NOTARY
STATE OF ARIZONA
SS
COUNTY OF PIMA
ON THIS THE !VAt DAY OF 2002, BEFORE ME, THE UNDERSIGNED
OFFICER, PER50NALL AP E RE WHO ACKNOWLEDGED HIMSELF (HERSELF)
TO BE THE FIRST AMERICAN TITLE INSURANCE COMPANY AND
BEING AUTHORIZED SO TO DO,
, EXECU }2 THE FORECy01 Gtll INSTRUMENT F R THE PURPOSE
THEREIN CONTAINED, BY SI NING AS [�Ay
v "OFfICIALSEAL" /-
la -MIr4g&M Rachel L nn TurnlDsesJ
N TARY PUBLIC M' COMMISSION EXPIRES:
uy [cmm iwoir )nnDDa '
VENTALS, INC.DELAWARE CORPORATION
BY:
NOTARY
STATE OF ARIZONA)__
COUNTY OF PIMA
ON THIS THE _Or- DAY OF 14sJEl 5M 2002, BEFORE ME, THE UNDERSIGNED
OFFICER, PERSONALLY APPEARED Wit" Fri— WHO ACKNOWLEDGED HIMSELF (HERSELF) TO BE
THE SR Fx unu MUNME& OF VENTANA MEDICAL SYSTEMS, INC., A DELAWARE CORPORATION
BEING AUTHORIZED SO TO DO. EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSE
THEREIN CONTAINED, BY SIGNING AS Gu tantc A4&&.w
S UOFF"ISLIEAL 11- IS aces
LEWIS
NOTARY PUBLIC yPyCK�m,1. MY COMMISSION EXPIRES:
1.1 16, M03
WESTERN NA DNA P RKS A C TION
BY:
NOTARY
STATE OF ARIZONA)
)SS
COUNTY OF PIMA
ON THIS THE 161�.) DAY OF IlOTJAML� ' 2002, BEFORE ME, THE UNDERSIGNED
OFFICER, PERSONALLY APPEARED��WHO ACKNOWLEDGED HIMSELF (HERSELF)
TO BE THE/ Mfi b1LA-& xAE4CRWOF WESTERN NATIONAL PARKS ASSOSCIATION
BEING AUTHORIZED SO TO DO, EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSE
THEREIN CONTAINED, BY SIGNING ASC law
R':T/o6 ELEcanvE' P�iR6cTo/r.
OFFICIAL SEAL
CAROL L. COE
NOTARY PUBLIC NIIARYPUSUCARI20NA MY COMMISSION EXPIRES:
PIMA COUNTY
My Comm Eep July 20 2005
THIS
N OF ORO VALLEYI
PROJ#:OV12-00-03A
ZONE:SEE NOTES
Adm. Address:
2102 E RANCHO VISTOSO BL
R14E
102W80TER
07UNSUBDMDED J
UNSUBDMDED
= d
UNSUBDMDED 3
m
j w,
NEKGHBORHOOD 4 0
T11S d DESERT SPRINGS
T12S a .,. BK 51(ll PG 011
_WSd,
BKT37 M4P , PG.71 T
®?r
3
3" = 1 MILE �$ CATAl1N
LOCATION MAP STATE PARK
A PORTION OF SEC. 29, 30, 31 & 32, T.I I S., R.14 E.,
G.RS.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
CERTIFICATION
1 HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN ON THIS PLAT WAS
PERFORMED UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED
SURVEY MONUMENTS AND MARKERS SHOWN ARE CORRECTLY DESCRIBED. I
FURTHER CERTIFY THAT THIS PLAT WAS PREPAR UNDER MY DIRECTION.
JACK? A
JACK A. BUCHANAN, R.L.S. NO. 12 4 eixI—
♦` LL4�
I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND
THAT THE 100-YEAR FLOOD PRONE LIMITS OR EROSION HAZARD SETBACKS NOTED
WERE REVIEWED AND SHOWN UNDER MY DIRECTION.
aAUE
WILLIAM CLAUDE WALKER, P.E., NO. 11065 ■+� .t
FINAL PLAT
RANCHO VISTOSO NEIGHBORHOOD 9
LOTS 1 — 6 & 9 — 12 & COMMON AREA "A"
BEING A RESUBDIVISION OF LOT 2, 4, 5, AND 6 OF RANCHO VISTOSO
NEIGHBORHOOD 3, PHASE 1, LOTS 2 AND 4 THROUGH 8
AS RECORDED IN BOOK 54, MAP PAGE 36 AND
BEING PORTIONS OF, SECTIONS 29, 30 & 31 T.11 S./ R.14 E., G.&S.R.M.,
TOWN OF ORD VALLEY, PIMA LTOUNTY, ARIZONA
OV# 12-00-03A SCALE: /"= /00" JULY. 2002
REF: OV# 12-00-03 WLB NO. 185050-AO03-OIOSX SHEET i OF 6
BOOK 6 & PAGE
BOOK PAGE
GENERAL NOTES
1. THE GROSS AREA OF THIS SUBDIVISION IS 88.11 ACRES.
(OPEN SPACE) = 19.31 ACRES
(SLOPE EASEMENTS) = 5.90 ACRES
MMON AREA A) = 0.15 ACRES
NET BUILDI G COAREA (LOTS) = 62.90 ACRES
2. EXISTING ZONING: RANCHO VISTOSO P.A.D.- OFFICE/RESEARCH PARK (C.P.I.)
3. TOTAL NUMBER OF LOTS IS 10.
4. BASIS OF BEARING IS THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 32,
TOWNSHIP 11 SOUTH, RANGE 14 EAST, G.& S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
SAID BEARING BEING: S 89'49'22" E
5. MILES OF PUBLIC STREETS = 0 MILES.
6. DEVELOPER WILL COVENANT TO HOLD TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN
THE EVENT OF FLOODING.
7. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY
TOWN COUNCIL.
8. DRAINAGEWAYS AND/OR DRAINAGE SYSTEMS TO BE CONSTRUCTED ACCORDING O APPROVED PLANS PRIOR
TO THE ISSUANCE OF ANY BUILDING PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR
LOTS AFFECTED.
9. ALL WEATHER ACCESS WILL BE PROVIDED TO ALL LOTS WITHIN THIS SUBDIVISION.
10. THIS DEVELOPMENT WILL BE SERVED BY ORO VALLEY WATER (R.V.) UTILITY WHICH HAS BEEN DESIGNATED
AS HAVING AN ASSURED 100-YEAR WATER SUPPLY BY THE DIRECTOR OF WATER RESOURCES.
11. THE OWNER COVENANTS THAT THE AREAS WITHIN THE 100-YEAR FLOODPRONE LINES REPRESENT
AN AREA WHICH IS SUBJECT TO FLOODING FROM A 100--YEAR FREQUENCY FLOOD AND ALL LAND
IN THIS FLOODPRONE AREA SHALL BE RESTRICTED TO USES THAT ARE COMPATIBLE WITH FLOOD
PLAIN MANAGEMENT AS APPROVED BY THE TOWN ENGINEER.
12. UTILITIES WILL BE LOCATED UNDERGROUND IN CONFORMANCE WITH ARIZONA CORPORATION COMMISSION
AMENDED GENERAL ORDER U-48.
13. 6' STRIP ELECTRIC AND TELEPHONE EASEMENTS SHALL BE PROVIDED AS REQUIRED BY THE UTILITY
COMPANIES.
14.
EER WITH EXPERTISE
OPERATIONS FOR
AS SET FORTH
15. THE SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER WITH EXPERTISE
IN THE AREA OF SOILS ENGINEERING SHALL CERTIFY, IN WRITING, THAT ALL MATERIALS UTILIZED ON
THIS DEVELOPMENT ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS.
VALLEY PRIORi1OITTHE REQUEST FORFINALRINSPECDTION ANDTTHENRELEASEEOFOAS URANCES.O OO
16. THE PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND CERTIFY, IN WRITING,
THAT ALL IMPROVEMENTS WHETHER PRIVATE OR PUBLIC HAVE BEEN CONSTRUCTED PLACED. INSTALLED, ETC.
IN SUBSTANTIAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENY PRIOR TO THE REQUEST
FOR CERTIFICATES OF OCCUPANCY AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE
RELEASE OF ASSURANCES. IF THE PROJECT IS PHASED, THE ABOVE PERTAINS TO EACH PHASE.
17. ONLY THAT VEGETATION SHALL BE REMOVED WHICH IS NECESSARY FOR BUILDING PADS AND ACCESSORY
USES ROADS
TOOBERREE DRIVEWAYS.
ALL SHALLHBELTTRRANSPLANTTED FOR MESQUITE
lit LANDSCAPING. GUAROS AND
18. A GRADING PLAN FOR EACH LOT SHALL BE REQUIRED AND MUST BE APPROVED BY THE PLANNING &
& ZONING ADMINISTRATOR.
19. THE FLOOOPLAIN USE PERMIT SHALL BE REQUIRED FOR BANK PROTECTION INSTALLATION AND ANY DRAINAGE
STRUCTURE WITHIN 100-YEAR FLOODPLAIN.
20. ?. KEEP OWNER
EQU IFfEDILANDSCAPED AREAS MAINTAINED IN A TO:
FREE, TRASH FREE CONDITION,
2.()1 REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS, AND 3.) MAINTAIN THE IRRIGATION SYSTEM IN
3. MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER.
21. ALL RIPARIAN AREAS SHALL BE FENCED OFF AND PROTECTED FROM DISTURBANCE DURING CONSTRUCTION, IN
ACCORDANCE WITH THE RIPARIAN HABITAT ORDINANCE.
22. ALL BUYERS OF LOTS WITH CONSERVATION EASEMENTS OR OTHER ENO -BUILD AREAS' SHALL BE INFORMED OF
SUCH EASEMENTS OR AREAS. BUYERS WILL ACKNOWLEDGE RECEIPT OF THESE INFORMATION ITEMS BY
SIGNING ACKNOWLEDGMENT FORMS PROVIDED AND MAINTAINED BY THE DEVELOPER. FURTHERMORE, OPEN SPACE
DEDICATED TO THE H.O.A. AS DEPICTED ON THIS PLAT MAY NOT BE USED FOR ANY PURPOSES OTHER THAN OPEN SPACE.
23. ACCEPTANCE OF PUBLIC STREETS, DRAINAGEWAYS AND RIGHTS -OF -WAY BY THE TOWN OF ORO VALLEY
SHALL BE DONE IN ACCORDANCE WITH SECTION 7-9-1 OF THE TOWN CODE.
24. PPORTTI�IOGRNN OF TRICO EASEMENT AS RECORDED IN DOCKET 7268 AT PAGE 1190 IS ABANDONED BY DOCKET 11434
AT 4.
25. 0O THE THR SUBDIVISION
ONALLEY N OF ANY LOT OR PARCEL SHOWN WILL BE DONE WITHOUT THE WRITTEN APPROVAL
26. THE TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS HAS THE RIGHT TO USE THE SLOPE EASEMENTS FOR
DRAINAGE AND ROADWAY MAINTENANCE.
27. NO FINAL INSPECTION FOR ANY LOT WITHIN THIS SUBDIVISION SHALL BE APPROVED UNTIL A BUILDING CODES
OFFICIAL HAS VERIFIED THAT CONSTRUCTION ON THE LOT IS COMPLETE AND SIDEWALKS HAVE BEEN INSTALLED,
PROPERTY LINE TO PROPERTY LINE.
28. MINIMUM PROPERTY SIZE= NONE; AVERAGE LOT SIZE= 383,123 S.F.
29. MAXIMUM BUILDING HEIGHT= 36 FT. (EXCEPT ON SLOPES BETWEEN 15-25%, HEIGHT NOT TO EXCEED 44 FT.)
30. BUILDING SETBACKS: FRONT= 25; SIDE= 20' OR COMMON WALL; REAR = 30'.
31. THE AREA BETWEEN 100-YR. FLOOD LIMITS REPRESENTS AN AREA THAT MAY BE SUBJECT TO FLOODING FROM
A 100-YR. FREQUENCY FLOOD AND ALL LAND IN THIS AREA WILL BE RESTRICTED TO USES THAT ARE COMPATIBLE
WITH FLOOD PLAIN MANAGEMENT AS APPROVED BY THE TOWN ENGINEER.
32. LANDSCAPE ASSURANCES AND RESTORATION ASSURANCES WILL BE REWIRED AS DESCRIBED IN THE ORO VALLEY
ZONING CODE REVISED, ARTICLE 4-9.
Engineering Planning Surveying 12214R 11p65 b
Th e Lantlecape Archlteeture Urbon Design
WEBOffices locatetl In Tucson, Phoenix euawmw
LJ Las Vegos, and Vlcta, Vdley, Ca m
4444 Eoat Broodwoy
4
Group Taaean. Arlxona c602> �,-748D
�.
FINAL PLAT
RANCHO VISTOSO NEIGHBORHOOD 3
- AT, LOTS 1 - 6 & 9 12 COMMON AREA leAis
BEING A RESUBDIVISION OF LOT 2, 4, 5, AND 6 OF RANCHO VISTOSO
NEIGHBORHOOD 3, PHASE 1, LOTS 2 AND 4 THROUGH 8
AS RECORDED IN BOOK 54, M&P PAGE 36 AND
BEING PORTIONS OF SECTIONS 29, 30 & 31, T.II S.t R14 E., G.AS.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARWNA
OV# 12-00-03A SCALE: /"+i00' JULY, 2002
REF: OVy 12-00-03 WLB NO. 185050-AO03-0106X SHEET 2 OF 6
BOOKSZ PAGE/G'
BOOK- 5-6 PAGE
m \
COS.;;;;=R%€.kL C'=" E3
/
1T10 \\ /
SECTION 30
1/4 COR.T 4 1/4 COR.
FND. STONE 1873.50' 760.s 121279' _ / FND. STONE
— — _ 1399.01• _ _ SEcnoN_2s
N39s1'O3'w/ 2634.07 � w f oA�- z611.80' - SECTION 32
/ LLOT 7
r� VI STOSO
/SECTION 31 X TA1 C PMEMAEE CE
No.4 a /
\ 4n /
og Lo7 8
6 LOT / 5 W
\ 1/4 C0R
\ / / FND. STONE
M.
\
Englnswing Planning Surveying
h e A d it.ctur. Urban D..ign
pL-4-apo
WEBOtflc.. 1—t.d 1. Tucson, Ph—ni.
C7 Lw vpo., ma Vktrc vtll.y, Ca
4444 Eaat Broadway
Grout, Tucson. AU-. (6D2) 681-744
1' - 400'
1/ CW \`
/ y
/ S
/
/ LOT 1
LOT 2 OT 1
TANGMNB WOAD
DDCQT data ►Ad! WTI
11U ACK A
.uM DCL Auo[ LM BUCHANAN
Wyelixpi
BOUNDARY
SECTION LINE
— - - —
ROAD CENTERLINE
-
OPEN SPACE -••_.._.._.._.._.._
EASEMENT -
— — — -
RIGHT OF WAY
LOT
FLOOD PLAIN
SLOPE EASEMENT -
— • — — • -
lawl�j�gy
TfON OF RLS
STREET CONSTRUCTION
SVT(SIGHT VISIBILITY TRIANGLE)
--�'
XIRON PIN TO BE
•
ET BY RLS
FND BCSM
S(XX)
SLOPE ESMT LINE NUMBER
- - F(XX)
FLOOD LIMIT LINE NUMBER
OSL(XX)
OPEN SPACE LINE NUMBER
SW(XX)
SEWER ESMT. LINE NUMBER
D(XX)
DRAINAGE ESMT. LINE NUMBER
FND MONUMENT
•
GENERAL LOT ACCESS LOCATION
BOUNDARY
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
C1
40.00
1 62.8390100'00*
C2
40.00
59.98
'
C3
40.00
59.98
C4
40.00
67.11
6 '38"
C5
40.00
58.55
C6
40.00
58.55
'1 '
1
FINAL PLAT
RANCHO VISTOSO NEIGHBORHOOD 3
LOTS f — 6 & 9 — 12 & COMMON AREA "A"
BEING A RESUBDIVISION OF LOT 2, 4 SAND 6 OF RANCHO VISTOSO
NEIGHBORHOOD 3, PHASE 1, LbIS 2 AND 4, THROUGH 8
AS RECORDED IN BOOK 54, MAP PAGE 36 AND
BEING PORTIONS OF SECTIONS 29, 30 A 31 T II S. R.14 E.. G.AS.R.M.,
TOWN OF ORO VALLEY, PIMA G10UNTY, �RIZONA
OVp 12-00-03A SCALE: 1" = 400' JULY. 2002
REF: OVp 12-00-03 WLB NO. 185050-AO03-0106X SHEET 3 OF 6.
BOOK_ PAGE - 3
11 •
� PAGE G5 7
�NS�P�DiV DED / CIA
07 N s2ps I\ COM�t7-
AA,y N20'52'33'W LOT 1,2
/ 74.16' 661FT. 196,517 J� 7, Hq 7 964: OT SQQ D0.
' q ! w 4.55 Acme !� f �'�C "0 ..
1 DSO �'• �...
Ip
In
A� pi 9� RLrgR ' L=17.08'j\ 0
N1 2'O�" ryP� ;ry L=i2.8�J C3 G f'403 7s
osL16 d
1
UTILITY AND
SEWER ESMT.
DKT. 7892. F
PG. 1303
T 1 �,
0 266,692 AT.
6.65 ACM6 1 1 1(/
1 1 1
,I 1
�SB9'54'17"1
T- ��•� 1 1 70.11
O l /1
•gyp ` �. �O / / ,,.y
0.
A 0
/
S ��J N56'06'53' i r
80.54'
4� \ / h t_
518 h N
0000.pro !'T%J
� r �
1 ? S•
I 7
1 1
1 N d
S24
t m1
1
i 1 SLOPE EASEMENT
RECORDED
BK. 54,MAP PG.36
q
LOT 11
211,265 6m.FT
4.65 AcRE6
SEWER
EASEMENT
RECORDED
BK. 54,MAP PC
! .O _c
hd /� .r 7 N4
LOT 10
' . 217,600 661FT.
5.00 ACRE6
100 YEAR FLOOD
LIMIT LINE
DP 32041
RANCHO v I s (6>
--R=-T50II.Ob�T70 TANGENCY45 6
L=37.59' TG POlNT Of l
L=64.09' DKT . 1666 . PA GE
p 235.49' J� d �i SEWER
1 DRA7IYAGE----- EASEMENT
o; EASEMENTS -14.7 75' '' RECORDED
/ ry^ RECORDED i 75' i BK. 54,MAP PG.36
n`O Bk. 54,MAP PG.36 6 o
1''v / 9 ' u ' LOT cl �F,..F15
/ OY2
264,669 6q FT.
L� 6S4 AGRE6
N o a u e OPEN SPACE
LOT 12 �2; N o oY �l �p
n� a
122,451 66LFT. I
2.61 AGR-6 ', + d S46W'49'W
_ --' I 0.. co ��---------------------78_22 - i
7'23'VI -
z __
Q29-------- I i, OI -------- S49'�Z,tF2'E---S6OJL'Y_-EASEI ENT
�f DRAINAGE n f-I6N N 1 10' BICYCLE AND DKT.11642,PG.1455G__
L-� EASEMENT ,I d 1 I PEDESTRIAN EASEMENT
57 6qy- RECORDED E �i Y
4.2y ACRE6 BK. 54,MAP �I i+� 7 m I BK. 54,MAP PG.36
SEINER PG.315 in 4 �'t SEWER LOT 6 S32'30'1
DP �K Z I 1 o EASEMENT 150.661 6APT. 162.99
L EASEMENT ool Z a
RECORDED 25/55 Nn i BK. 54 RECORDED
9.00 ACR�6 10'-
,@K. 54,MAP PG.36 OD �1 L 1 I 10' DP S9
1 '
6.11 I, 1 1 ZHHL 1 23015
�A,11 483.78'
_ _N49'59'46'W _ 5 0- ' IVI-1 _ _
fe9ddPWIS.NB 130.36�VIGTOGO VILLAGE DR1VE��IctBK ljZ
Ct
676,60
y� LOT 4 23.28"11 silo; 7
Z J 1,54c195 66tFT. �
O50.97 ACRE6 i1 1n i4 a .I,. 'S
\\;
cq "Or
,-;N SUP,-)iDi V! DED
S56'37'3O'W
'-�55.00'
N32'S4'26'W
85.00'
- 39.71'
12.49'
zx�O
4 48.29
o
28
\
L=2 .5T=p0. 00.
96 8S
_ 4�S'0� 73•
O
SEE SHEET 5 \
O _ %
Engl.-Inq Planning Surveying OO e JACK
A. 0
nlvr 4fMFE ,W:Ic A.
The Land.°°pe Architect... Urban Da..'g '�� B11C1M44N \
s ��� O/flce. located In Tr,cs°n, Phoenix
I
�G L°' �•9a>, and �A`ta°a°,• �a 0' 100' 200' 300'
4444 d'Ad Broadway `
GTOURTua.°.. M°n 1:a (eoz) 881-74eo
�.
1�
OPENSPAGBLB178 TABLE
LINE
LENGTH
BEARING
OSL1
67.07
N46'04'48'E
OS-2
110.50
N69434'340E
OSL3
92440
S78.51'07'E
OSL4
101.50
N37'06'40'E
DSLS
46.05
N72.28'19'E
CS-6
89.96
Nll•38'21'W
DSL7
160,23
N25.53'53'E
OSL8
117.47
N14'40'52'W
OSL9
85.70
N31'03'12'E
OSLIO
148.14
NOORI'24'W
OS.II
163.07
NSO'IB'22'E
OSL12
59.09
S50.291221W
OSL13
52,51
S14'50'45'W
OSL14
94.93
S39.27'48'W
OSL15
60.09
SOO.00'06'E
OSL16
7622
S45'02'04'E
OSL17
181.92
S11.091161E
OSLIB
90.89
S95'OB'59'W
35.77
S03'41'45'E
46.98
S75.48'35'E
51.75
S43.40'53'E
63.34
S76.51'51'E
p
74.84
S58.13'02'W
34.84
S19'57'17'E
31.92
SBl'26'28'E
45.64
S28'22'19'E
34,84
S44'47'49'W
72.39
S06'1458'W
DSL29
2I5.92
N56'28'17'V
DSL30
182.91
S80'S7'45'W
' 1
230�07
S33'17'23'W
O LL32
OSL33
NOT USED
OSL34
OSL35
OSL36
OSL37
OSL3B
OSL39
OSL40
OSL41
85.36
S52.20'42'W
OSL42
62.34
Sll'59'04'E
USL43
67.67
N35'48'09'E
DSL44
57.74
S29.55'01'W
OSL45
102.06
N83'42'55'W
OSL46
80.40
S78.OB'59'W
OSL47
128.14
S23'43'19'W
O LL48
53.24
S02'09'46'W
FLOODU.Y?LX,FTA8LE
LENGTH
BEARING
43419
N27'18'53'E
46.21
N72.35'52'E
15.43
S77.02'27'E
RF6
31.61
N65'10'10'E
24,47
NWV'2VW
52,78
N48'46'OS'E
43.62
N23'33.34'E
3435
N07'32'46'E
41.64
N15'34'28'W
1`10
13.91
N39.47'48'E
F31
28.31
1484.35'WE
F12
55.65
N50.44'22'E
F13
85.35
N32.53'34'E
F14
47.01
N58'45'02'E
F15
34.82
S53'00729'E
F16
19.47
N84.44'55'E
F17
49.34
N10.20'33'W
FIB
27.16
ND5.23'03'E
OPENSPACBLBM TABLE
USL49
116.60
S29.56'11'W
OSL50
12413
S58.03'54'W
OSL51
129.44
S23'48'04'V
OSL52
64.59
S00.55.05'E
OSL53
87.36
S27.41'57'W
OSL54
108.71
S39403145'W
OSL55
125.66
S59035018'W
OSL56
112.80
1,151.52'30'W
OSL57
83.98
ND2.26'29'W
OSL58
47.35
N16'39'29'E
OSL59
87.24
N09.03'07'E
O LL60
47.03
N19.43'02T
OSL61
44.51
N36'01039'E
OSL62
3359
N44.52'16'E
DSL63
68.22
N63.46'13'E
OSL64
224.48
N43'30047'E
OSL65
30.52
N12640055'E
OSL66
92.29
N36.46442'E
OSL67
122.22
N30'19'21'E
OSL68
205.79
N22'07'26'E
OSL69 1
214.04
N30.56'21'E
DSL70
72.92
N56'44'32'E
DSL71
339.97
S80.011021V
OSL72
90.55
S17.55'29'W
OSL73
91.34
S03.44'27'E
USL74
32.03
S41'51'02'E
OSL75
78.80
SIO.47'20'W
OSL76
131.33
S03'44'27'E
USL77
163.83
S10'53'21'E
OSL78
48.69
S09.56'18'W
OSL79
32,32
1 S40'5325E
OSL80
54.06
S77'29.10'E
OSL81
B5.99
N56'57'11'E
USL82
52.31
N01.060304E
OSL83
106.79
N29.09'33'E
OSL84
64.54
S70.36'45'E
OSLBS
155.52
N39016'130E
OSL86
61.50
N55'16'38'E
OSL87
88.78
N36.15'55'E
OSL88
407.47
NO3'21'46'W
OSL89
244.90
N21.29'24'W
OSL90
56.53
46'W
DSL91
128.29
42-W
USL92
61.86
42'W
OSL93
51.30
'51'W
OSL94
72.92
'01'W
OSL95
102.89
55'V
ES23138"""5580"i
OSL96
135.34
'40'W
OSL97
98.98
'08'W
OSL98
116.71
'04'W
OSL99
86.62
'S0'V
DSL100
91.73
S16'34'33'W
DSLI01
94.53
S32.47'40'W
USL102
310.35
S27.13'41'W
OSL103
120.76
S51.10'09'W
OSL104
234.57
SO4.11'24'E
OSL105
198.08
N87'24'32'E
OSLI06
69.76
S30'52'54'E
FL00,0L7NjlL/NETABLE
F19
15.27
N22'03'33'V
F20
40.01
N07'30'45'E
F21
56.34
N24.50'45'E
F22
23.85
N86'37'29'E
F23
90.09
N38'14'33'E
F24
132,89
N00'45'27'E
F25
64.49
N09.31'35'W
F26
20.78
N73.18'53'E
F27
41 '03
S67'11'04'E
F28
22.65
N00'00TO W
F29
27.92
S34'24'56'W
F30
55.14
S52.25'38W
F31
140.1E
S20'01'10'W
F32
78.45
S66'29'42'W
F33
28.72
S26'23'OB'W
F34
56.64
SIB'00'41'E
F35
51.38
SIO.24'08'E
FINAL PLAT
RANCHO VISTOSO NEIGHBORHOOD 3
LOTS 1 - 6 & 9 - Q & COMMON AREA "A"
BEING A RESUBD/VIS/ON OF LOT $ 4, 5, AND 6 OF RANCHO VISTOSO
NEIGHBORHOOD 3, PHASE 1, LOTS 2 AND 4 THROUGH 8
AS RECORDED IN BOOK 54, MAP PAGE 36 AND
BEING PORTIONS OF SECTIONS 29, 30, 31, & 32, T.11 S. R.14 E., G.&S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIfONA
OVN 12-00-03A SCALE: 1" = 100' JULY, 2002
REF: OVA( 12-00-03 WLB NO. 185050-AO03-0106X SHEET 4 OF 6
BOOKEY PAGE
BOOK-66 PAGE
SEE SHEE
30' TRICO ESMT
DKT. 7268, PG. 1190 /
J
60' SEWER
4� 0.00' DKT 11841. htia/
P �.516,48' PG.2232
L.�.�p'35' _ e
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tit Q♦`A 5� OSL6� 10
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Engineering Plarninq Surveying
EoBU
Landscape Architecture Urban Design
Orncee located In Tucson, Phoenix
`.. veg°'. and """ valler, C° 0' i 00' 200' 300'
4444 ...t Sr Oadway
Tucson, Arizona (602) 581-7480
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305.17
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82.52
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S112
128.31
S49'01'08'E
S113
322.00
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S114
519.60
S33'25'36'W
S115
66.76
N38'06'57'E
S116
92.38
N48'24'00'E
S117
169.94
S64'20'33'W
SI1B
223,56
S61'50'11'W
FINAL PLAT
RANCHO VISTOSO NEIGHBORHOOD 8
LOTS f - 6 & 9 - 12 & COMMON AREA "A"
BEING A RESUBDIVISION OF LOT 2, 4, 5, AND 6 OF RANCHO VISTOSO
NEIGHBORHOOD 3, PHASE 1, LOTS 2 AND 4 THROUGH 8
AS RECORDED IN BOOK 54, M&P PAGE 36 AND
BEING PORTIONS OF SECTIONS 29, 30, 31, & 32, T.II S. R14 E., G.&S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, AR46W
OV# 12-00-03A SCALE: 1' = 100' JULY, 2002
REF: OV# 12-00-03 WLB NO. 185050-AOOS-0106X SHEET 5 OF 6
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WLB Offlces locoted In Tucson, Phoenix
Vepo.6 wd `lct" veoex 0' 100' 200' 300'
4444 Eaet Broadway
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FINAL PLAT
RANCHO VISTOSO NEIGHBORHOOD S
LOTS 1 — 6 & 9 — 12 & COMMON AREA "A"
BEING A RESUBDIVISION OF LOT 2, 4, S AND 6 OF RANCHO VISTOSO
NEIGHBORHOOD J. PHASE 1, LOT 2 AND 4 THROUGH 8
AS RECORDED IN BOOK 54, #4&P PAGE 36 AND
BEING PORTIONS OF SECTIONS 29 3031, # 52, T.11 S. R.14 E., G.rkS.R.M.,
TOWN OF ORO Vie 0, PIMA COUNTY, ARIlONA
OV# 12-00—O3A SCALE: 1e = 100' JULY, 2002
REF: OV# 12-00-03 WLB NO. 185050—AO03—01O6X SHEET 8 OF 8
BOOK PAGE Z!�'„/
�r fo o✓ cn
GENERAL NOTES
1. THE GROSS AREA OF THIS SUBDIVISION
E. )DIVISIONA 1E3..53 ACRES.
(SLOPE EA5EmLvm4pu II. STREETS) _ �1411..67 ACRES
BUILDING AREA LOTS) = 8$5.19 ACRES
(Oo SMILOT 8 - RECREATI AREA =(..O ACRES.
--@ EXISTING ZONING: RANCHO VISTOSO P.A.D.
3. TOTAL NUMBER OF LOTS IS 6.
4. BASIS OF BEARING IS THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 32.
TOWNSHIP 11 SOUTH, RANGE 14 EAST, G.& S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
SAID BEARING BEING: S 89'49'22' E
5. MILES OF PUBLIC STREETS = 2.53 MILES.
6. DEVELOPER WILL COVENANT TO HOLD TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS. HARMLESS IN
THE EVENT OF FLOODING.
7. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY
TOWN COUNCIL.
B. DRAINAGEWAYS AND/OR DRAINAGE SYSTEMS TO BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR
TO THE ISSUANCE OF ANY BUILDING PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR
LOTS AFFECTED.
9. ALL WEATHER ACCESS WILL BE PROVIDED TO ALL LOTS WITHIN THIS SUBDIVISION.
10. THIS DEVELOPMENT WILL BE SERVED BY JRO VALLEY WATER (R.V.) UTILITY WHICH HAS BEEN DESIGNATED
AS HAVING AN ASSURED 1DO-YEAR WATER SUPPLY BY THE diRECTOR OF WATER RESOURCES.
11. THE OWNER COVENANTS THAT THE AREAS WITHIN THE 100-YEAR FLOODPRONE LINES REPRESENT
AN AREA WHICH IS SUBJECT TO FLOODING FROM A 1DO-YEAR FREQUENCY FLOOD AND ALL LAND
IN THIS FLOODPRDNE AREA SHALL BE RESTRICTED TO USES THAT ARE COMPATIBLE WITH FLOOD
PLAIN MANAGEMENT AS APPROVED BY T)IE TOWN ENGINEER.
12. UTILITIES WILL BE LOCATED UNDERGROUND IN CONFORMANCE WITH ARIZONA CORPORATION COMMISSION
AMENDED GENERAL ORDER U-48.
13. 6' STRIP ELECTRIC AND TELEPHONE EASEMENTS SHALL BE PROVIDED AS REQUIRED BY THE UTILITY
COMPANIES.
14.
15. THE SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER WITH EXPERTISE
IN THE AREA OF SOILS ENGINEERING SHALL CERTIFY, IN WRITING, THAT ALL MATERIALS UTILIZED ON
THIS DEVELOPMENT ARE IN CONFORMANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS.
CERTIFICATIONS IN WRITING ARE TO BE RECEIVED BY THE TOWN ENGINEER OF THE TOWN OF ORO
VALLEY PRIOR % THE REOUBT FOR FINAL INSPECTION AND THE RELEASE OF ASSURANCES.
16. THE PROFESSIONAL ENGINEER OF RECORD SHALL CERTIFY, IN WRITING THAT ALL IMPROVEMENTS WHETHE
PRIVATE OR PUBLIC, HAVE BEEN CONSTRUCTED PLACED, INSTALLED, tTC. IN SUBSTANTIAL CONFORMANCE
WITH BY THE TOWN ENGINEER OF THE TOWN OF ORO VALLET. Y PRIOR TO THE REQUEST WRITING FINALOINSPECTION D
AND THE RELEASE OF ASSURANCES.
17. ONLY THAT VEGETATION SHALL BE REMOVED WHICH IS NECESSARY FOR BUILDING PADS AND ACCESSORY
RLSTEDHALSPADDkEQIEDCAPNGUAROS AND
BARI_CACTI AND
DRIVEWAYS.
SHALLBTRANSPLANTED MESQUITE
LANDSCAPING.
18. A GRADING PLAN FOR EACH LOT SHALL BE REQUIRED AND MUST BE APPROVED BY THE PLANNING &
& ZONING ADMINISTRATOR.
I THE FLOODPLAIN USE PERMIT SHALL BE REOUIRED FOR BANK PROTECTION INSTALLATION AND ANY DRAINAGE
STRUCTURE WITHIN 100-YEAR FLOODPLAIN.
20. T1py.)�E KEEP ALL EOPROPERTY UIIREEpDI LANDSCAPED AREAS MAINTAINED
IN ATWEED FREE, TRASH FREE CONDITION,
PROPERPLACE ANY
DEADORDEPLANT MATERIALS WITHIN 90 DAYS, AND 3.) MAINTAIN THE IRRIGATION SYSTEM IN
21. ALL RIPARIAN AREAS SHALL BE FENCED OFF AND PROTECTED FROM DISTURBANCE DURING CONSTRUCTION, IN
ACCORDANCE WITH THE RIPARIAN HABITAT ORDINANCE. �� pp BE
22. SUCH EASEMOF EN S OOR AREAS. BUYERST WILL ACKNOWLEOR DGE RECEIRPT OF BTUHESE INFORMATION BITEINFORMED
S B MED OF
SIGNING ACKNOWLEDGMENT FORMSPROVIDEDAND MAINTAINED BBYF THE DEVELOPER.
23. SHAL BE DONE IN ALCCORDCESYA THISECTI ON 7-9 �t OF*THE TOWNACODE. THE TOWN OF ORO VALLEY
24. PORTIOEN,' TfI.CO EASEMENT AS RECORDED IN DOCKET 7268 AT PAGE 1190 IS ABANDONED BY DOCKET 1� LL-`�
AT PACSS ppFF
25. N THE HERORO VABDIR6WN FF AN iLLOT OR PARCEL SHOWN WILL BE DONE WITHOUT THE WRITTEN APPROVAL
26. THE TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS HAS THE RIGHT TO USE THE SLOPE EASEMENTS FOR
DRAINAGE AND ROADWAY MAINTENANCE.
The Engineering Plonning Surveying
LondscoD. Arcnit.cture Urean D42i91
WLB Offlc.. Iota t.d in Tucson, Ph-mi.
Lm Vega., and V to Va i.1 C.
4 4 4 4 E a a t B roa d w o y
Grouplu
utYon, Arizona (f 02) 8EI-74E0
Iz
APPROVAL
1 KG I1lA E . CVA10/.0 Me- CLERK OF THE TOWN OF ORO VALLEY,
HEREBY C T1fY THAT THIS PLAT WAS APPROVED BY THE MAYOR AND COUNCIL
OF THE TOWN ORO VALLEY ON THE a%-
DAY OF -Saul- 20�n..
/OF
CL TOWN OF ORO VA
DATE
PIMA COUNTY DEPARTMENT OF TEWATER
DATE
MANAGEMENT
sn1
TOWN OF ORO VALLEY
DATE
70 NCI EE
a0 A/oJ Op
ZONDOVDMINISTRATOR
DATE
/
IL-z--oo
D1REC' OF WATE UTILITIES
DATE
ASSURANCES
FINANCIAL ASSURANCES IN THE FORM OF A THIRD PARTY TRUST AGREEMENT, TRUST
No. 4892 AND TRUST No. 4893 FROM FIRST AMERICAN TITLE INSURANCE COMPANY,
COMPLYING WITH THE ORO VALLEY ZONING CODE REVISED, AS RECORDED IN
DOCKETI" PAGE, HAVE BEEN PROVIDED TO GUARANTEE STREET, DRAINAGE,
SANITARY SEWER, SOIL PREPARATION, UTILITY IMPROVEMENTS, ALL SUBDIVISION
MONUMENTS AND ALL IMPROVEMENTS AND CONDITIONS AS SPECIFIED IN THE
ASSURANCE AGREEMENT INCLUDING EXHIBIT 'C' THEREOF.
BY: `�--lJv/ iv-- _ 4z- So -00
MAYOR - TOWN OF ORO VALLEY DATE:
ASSURANCES 1N THE FORM OF A BOND FROM tim4l tm K CAC Tit
IN THE AMOUNT OF ia31.4r.ao HAVE BEEN PROVIDED TO
GUARANTEE THAT LANDSCAPING AND IRRIGATION WILL BE INSTALLED IN
ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS.
ASSURANCES IN THE FORM OF A BOND FROM
IN THE AMOUNT OF f HAVE BEEN PROVIDED TO
GUARANTEE THE RESTORATION OF THIS SUBDIVISION IN THE EVENT THE PROJECT
IS ABANDONED.
HATER ADEQUACY
A CERTIFICATION OF ASSURED WATER SUPPLY HAS
BEEN RECEIVED FROM THE DIRECTOR OF WATER RESOURCES.
BY: zo-
WATER UTILITYDIRECTOR IRECTOR DATE:
RECORDING DATA ' 1
STATE OF ARIZONA 6MI40 a0oo e?y� 00/'7
355 FEE: " • 00
COUNTY OF PIMA)
THIS INSTRUMENT WAS FILED F RECORD AT THE REOUEST OF THE
WLB GROUP, INC., 0 THIS "`a11 AY OF b6Cen Sf,2
20 00 . AT M. IN BOOK OF MAPS AND PLATS
AT PAGE THEREOF.
F. ANN RODRIGUEZ. PIMA COUNTY RECORDER
1 J .
BY: 1R kly�_O NTY Ra ('
DEPUTY F PIMA COUNTY RECORDER \ �.
CERTIFICATION
I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN ON THIS PLAT WAS
PERFORMED UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED
SURVEY MONUMENTS AND MARKERS SHOWN ARE CORRECTLY DESCRIBED. I
FURTHER CERTIFY THAT THIS PLAT WAS PREPARED ER MY DIRECTION.
0----
JACK A. BUCHANAN. R.L.S. NO. 1221
I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND
THAT THE 100-YEAR FLOOD PRONE LIMITS OR EROSION HAZARD SETBACKS NOTED
WERE REVIEWED AND SHOWN UNDER MY DIRECTION.
G�
s
MUIMk
E%
WILLIAM R. BESS, P.E., NO. 22852 7.2T
PAGE
UNSu8oNK1ED
0
W
0
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T12S 6 BK 51(M&P), PG 011
C/17w[IA SIIAONS D
BK.37 M&P , WS
�S
71
3
3' = 1 MILE �$ GTARJNA
LOCATION MAP nAh`
A PORTION OF SEC. 29, 30, 31 & 52, T.I I S., R.14 E.,
G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
DEDICATION
WE, THE UNDERSIGNED, HEREBY WARRANT THAT WE ARE ALL AND THE ONLY PARTIES HAVING
ANY RECORD TITLE INTEREST IN THE LAND SHOWN ON THIS PLAT AND WE CONSENT TO THE
SUBDIVISION OF SAID LAND IN THE MANNER SHOWN HEREON.
WE, THE UNDERSIGNED, OUR SUCCESSORS AND ASSIGNS DO HEREBY SAVE THE TOWN OF ORO
VALLEY, ITS SUCCESSORS AND ASSIGNS, THEIR EMPLOYEES, OFFICERS, AND AGENTS HARMLESS
FROM ANY AND ALL CLAIMS FOR DAMAGES RELATED TO THE USE OF SAID LANDS NOW AND IN
THE FUTURE BY REASON OF FLOODING, FLOWAGE, EROSION, OR DAMAGE CAUSED BY WATER,
WHETHER SURFACE, FLOOD OR RAINFALL. IT IS FURTHER UNDERSTOOD AND AGREED THAT
NATURAL DRAINAGE SHALL NOT BE ALTERED, DISTURBED OR OBSTRUCTED OTHER THAN AS SHOWN
HEREON WITHOUT THE WRITTEN APPROVAL OF THE TOWN OF ORO VALLEY TOWN COUNCIL.
WE HEREBY CONVEY TO THE TOWN OF ORO VALLEY, PIMA COUNTY AND ALL UTILITY COMPANIES,
ALL EASEMENTS AS SHOWN HEREON FOR THE PURPOSE OF INSTALLATION AND MAINTENANCE OF
UTILITIES AND OTHER USES AS DESIGNATED BY THIS PLAT.
WE HEREBY DEDICATE AND Y TO THE TOWN OF ORO VALLEY, ALL RIGHTS -OF -WAY
AS SHOWN HEREON. I NG LL STREETS AND EASEMENTS.
FIRST AMERIffAN ANCE COMPANY, A CALIFORNIA CORPORATION AS TRUSTEE UNDER
TRUST No. 4No. 4893.
BY:
BENEFICIARY OF TRUST No.4893:
VISTOSO PARTNERS, L.L.C., AN ARIZONA LIMITED LIABILITY COMPANY
1121 W. WARNER ROAD, SUITE 1
TEMPE, ARIZONA
85284
(602)831-2000
BENEFICIARY OF TRUST No. 4892:
VISTOSO HOLDINGS, L.L.C., AN ARIZONA LIMITED LIABILITY COMPANY
c/o CENTRAL AND OSBORN PROPERTIES, INC.
2702 NORTH THIRD STREET, SUITE 300
PHOENIX, ARIZONA 85004-4607
(602)604-6222
CONSENT BY VENTANA MEDICAL SYSTEMS, INC., A DELAWARE CORPORATION
RECORDED IN DOCKETIM PAGE 1tL.
STATE OF ARIZONA
SS
COUNTY OF PIMA ))
ON THIS THE -'UAl DAY OF 2000, BEFORE ME, THE UNDERSIGNED
OFFICER, PE SONALLY APPEA D WHO ACKNOWLEDGED HIMSELF (HERSELF)
TO BE THE �F FIRST AMERICAN TITLE INSURANCE COMPANY AND
BEING AUTHORIZED TR TO DO, EXECUTED THE FOREGOING INS
THEREIN CONTAINED, BY SIGNING AS SEAt:
-oFFicIALSEu
eF.tna ru
;•o-u,r_ mc�mm,
n 122aG
NOTARY PGBfIC d MY COMMISSION EXPIRES:
BLOCK PLAT
'�ahw v:al�osp NEIGHBORHOOD 3
PHASE I
LOT 2 AND LOTS 4 THROUGH 8
BEING PORTIONS OF SECTIONS 29, 30, 31, & 32, T.II S., R.14 E., G.&S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
SCALE: AS NOTED MAY 23. 2000
OV# 12-00-03 WLB NO. 185050-AO03-0106 SNEU 1 OF 7
BOOK_f=e I PAGE _�24
BOOK-2St PAGE
1/4 COR
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4 � I
-
8 I N6311'14'E
Q 91.)9•
----I----J
1/4 COR
a it 340.00'
5938.'
`F1D, STONE
6•n yr
+ 1399.01' -
- - -
2511.80'
I
I
I
-
\
1 I s I
LOT 5;
I I
R-
Z800 LOT
8
VI STOSO -
o-osm'1s•
P
I
ARK ROAD
v
w
I
BMW
n�
l� s.ioze
f
r
6�Eo��QpQ�
I
4 o-z •46 3s-
e
o!
I I
- -Ja - - - - - - -
r - - - -
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I
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`b. FND. STONE
I
a8 I
m
I
I
�=
I
1•E NO'11'S1"E
I R-40.00'
G-8511]'2fi
I
N89'M'13'E 58155'3a'E
I
19].60' 14.13
TANGERINE ROAD �
PMX&T i40. RA6! e99
I
I
LEGEND
BOUNDARY
SECTION LINE - -
ROAD CENTERLINE
OPEN SPACE --------- -- -
EASEMENT -
RIGHT OF WAY
LOT
FLOOD PLAIN —
SLOPE EASEMENT - — — — -
MONUMENTS -TO BE
UPONPCOMPLOTION OF RLS o
STREET CONSTRUCTION
SVr(SIGHT VISIBILITY TRIANGLE)
W" IRON PIN TO BE
BY RLS
I
SECTION 29
- _
FND BCSM
S(XX)
F(XX)
A
SLOPE ESMT LINE NUMBER
FLOOD LIMIT LINE NUMBER
SECTION 32
OSL(XX)
OPEN SPACE LINE NUMBER
SW(XX)
SEWER ESMT. LINE NUMBER
D(XX)
DRAINAGE ESMT. LINE NUMBER
FND MONUMENT
•
BLOCK PLAT
NEIGHBORHOOD 3
PHASE I
LOT 2 AND LOTS 4 THROUGH 8
'14
,VX� L BEING PORTIONS OF SECTIONS 29, 30, 31. h 32, T.II S. R.14 E., G.&S.R.M.,
R N TOWN OF ORD VALLEY, PIMA COUNTY, AR;t Oki
MAY 24, 2000 SCALE: f = 400'
WLB NO. 185050-AD03-0106 OV# 12-00-03 SHEET 2 OF
BOOK Ckt PAGE '
BOOK-1! PAGE
SLOPE
LINE TABLE
LINE
LENGTH
BEARING
S73
88.20
S1522'53'W
S74
61.85
S03 8.10'W
575
32.06
S19'45'140W
S76
25.66
S18'4l'54"E
S77
48.46
VD4"W
578
32.34
S01'34'57W
579
30.45
S4"2'30'E
580
54.93
S0439'01'E
S81
113.58
S3916'42"W
S82
50.58
'46'45'E
S83
68.60
S70'M45"E
S84
45.55
S0913'33*W
505
94.14
N2937'53'E
S86
263.14
N1628'020W
S87
277.03
N0202'46'E
S88
17.19
N8018'36'W
589
47.80
N4621'5rW
590
30.23
N2517'39"W
S91
39.50
N1304'36"E
S92
40.94
N48'41'05'W
S93
201.94
1 S47'48'21'E
S94
57.40
N195224'E
S95
28.30
S5324'14'E
S96
33.3E
S20'57'WE
597
31.06
S3028'33"E
S98
35.93
S42.36'09'E
S99
49.40
S4753'44'E
!.100
55.14
SW7S31'E
.3101
23.32
S08'41'59"W
5102
121.28
N2423'40'E
S103
800.50
S3352'04'W
'.1D4
437.68
N495V33'W
S105
14.63
NOBIDWOVW
S106
15.94
S8919'09'W
S107
20.01
N50'37'19"W
S:108
60.88
N18'49'30'W
S109
33.92
N5428'34'W
°:I10
34.07
S85'31'54"W
S711
21.94
SBB09'53'E
S112
128.31
S4901'08"E
S113
322.00
S49'032E
M14
519.60
S337V36'W
S115
66.76
N3806'57'E
92.38
N4824'W'E
�17
[JA69.94
56120'33'W
23.56
S6150'11'W
SLOPE LINE TABLE
LINE
LENGTH
BEARING
S1
23.87
S70'34'31"W
S2
160.03
S641S50'W
53
173.74
563'33'52'W
5<
81.77
S57'W'37*W
55
99.76
S5014'45N
S6
75.87
S6351'027W
S7
74.33
S055629"W
58
470.56
S3412'25"W
S9
126.43
N50'4S48'W
S10
91.96
N4324'35'W
S11
119.32
N27M4'17-W
S12
76.06
N04'4r05'W
S13
28.09
SWUr29'W
S14
23.81
51819'52"W
S15
20.49
S01'49'13"E
S16
28.15
W
S17
44.47
N
S18
157.74
4'W
S19
25.87
1'E
R-3m0'31'28*W
S20
55.37
8'E
S21
75.34
7'W
S22
48.86
5'E
S23
115.70
8"W
S24
72.16
N45'56'42'W
S25
14.16
S1529'lrE
S26
I67.24
S3707'43'E
S27
46.63
S36'37'33'E
S28
63.01
S4323'53"E
S29
91.15
S4543'28'E
S30
265.21
S3012'15'W
S31
135.40
S36'47'16'W
S32
238.60
S3434'49'W
S33
48,85
S433350'W
S34
156.78
S2918'14'W
S35
7D.76
52559'57W
S36
21.46
S13'33'20'W
S37
24.85
S66Y1'33'W
S38
228.30
S7628.10-E
S39
77.65
S5152'30'E
S40
26.71
N88'42'47"E
S41
17.95
N5515'15'W
S42
149.25
S3609'06'W
S43
176.94
SST45'02'W
S44
198.08
S8724'32"W
S45
1D4.45
N3052'54'W
S46
98.12
N74Y6'45"W
S47
51.86
N2746'WW
S48
102.62
N0206'42'E
S49
41.20
N6604'46'E
S50
78.81
1405'40'281
S51
102.33
N7721'16'W
S52
160.09
N09'38'15'E
S53
177.50
N1420'26'W
S54
58.95
N2219'32'W
S55
102.22
NO850'38"E
S56
126.71
N24VV51'E
S57
63.99
N55'49'59'W
S58
106.29
N0222'WE
S59
79.73
N24'43'22'E
S60
95.50
N0329'04"E
S61
325.03
N46'34'33'E
S62
168.73
N51'46'1I'E
S63
305.17
N44W'59"E
564
82.52
N0923'02"E
S65
272.88
S5252'06'W
566
1 412,30
S5005'06'W
S67
77.65
N3324'07'E
S68
24.07
SO407'00'E
S69
83.11
'48'12'W
S70
35.20
S56'48'40'W
S71
60.17
511 '42'W
S72
49.44
N22'46'10'E
\ Ld
I \ O C'1
\ \ O N�
\ \ N
\ \ UNSUBDIVIDED
I \ /
I \ \
69 Z \
�°• N N
O
W a y W
O N°ii�
\Zan �• .
N Is \
y/
ESMT.
LINE TABLE
LENGTH
BEARING
19.98
N14'54'16"W
21.02
N57'07'53"E
E
20.23
N1454'16'W
20.00
N56'07'23"W
20.00
N3352'37"E
20.00
N56'07'23"W
24.46
N21'42'10"E
20.00
N68'17'50'W
15.35
N21'42'10'E
40.00
N39'59'49"E
20.00
N49'59'46"W
NW-l
40.00
N39'59'49"E
20.00
N56'11'38"W
20.00
N3352'37"E
20.00
N56'l1'38'W
SWI6
1 21.57
N20.19' 3"E
SWI7
20.00
N69'40'37'W
Sw18
18.64
N20'19'23E
SW19
24.55
N74'59'41'E
SW20
20.00
N15ro0'19"W
SW21
15.99
N7459'41'E
DRAIN ESAfT.
LINE TABLE]
LENGTH
BEARING
52.54
N50'55'30"W
20.00
S39'04'30'W
53.49
S50'55'31"E13.48
T
S43'28'32"W
40.00
S46'31'28'E
13.49
N4328'32"E
119.11
N68'53'00"W
20.00
S20'51'18'W
D9
106.60
S69'IObB"E
D10
15.00
N90 O'00"W
D11
40.39
SG01D0'00"W
D12
15.00
N90'00'00'E
D13
15.00
S8950'55'
D14
40.00
S001D0' "W
D15
15.00
1 N89'50'55"W
O
ry?V, �1
5
50' 1 LITY ND S
Q (3 ' DK 789 PG. 1 3
0000. /o qq
18 B LOTM GS AMA ° 5, ci ` s� \I,SjOs �QROP
/ / / 2 SE R E n 16;
F, 0 4 TO E GR TED L=12.86' /
Iw 000` / THI PLAT - UNSUBDI VI DED
/ 920 30 .ft. 4
res -575. 3 $q '1�1- \��` , Ij�
00 i� i 5L=2 25' R1 SEE R ES U B
��• 4j'7 o i,E '19'1 w1� '11 m-
4, 4,0.9 0 0o E 0 p0. 3 0 N SP E OSL
� 41�<I G 1 ' .56$ 6}~, �e � � � 5 6 uf
2S 61 S� e�
13000- N .
-BDI VI DED 13.97' S e
w 1 4.02' Og' OSL , �'�
DSL 14.79 4 �' SL E ES
DR AGE MT.J/ p4ry TO E GR TED 9�
/ 1t 13. TO E CR TED k9 THt LAT s. �
/ o N THl PLAT .BO' `=31.59'
w� � S ory9 9
OP SPA / \O
,� �/ W4
�6.2 ' 100
1� 0 SL E EA ENT V.
\ h f F
�0 BE RANT / M�,2V / 5 q ? 237 h O
Y TH PLAT i ry SW6
/ LOPE ASEM �' �,p SE ESR1 / Q� '� ry T lOtS}O
TO E GR 7ED 113.005 p \ TO GR D j R T. ry ,00 a
O h THl PLAT THIS LAT / �' / BE G ANTED 7'Yr yj li
BY PLA
O / \ ° �•` J/ ,yp0' j / Q 0 6 hN. �,� p 1H1, Q�Ovl
all:
° 63 70 ft. oir 24 2ry F r�9�
�.1 .94 cres \ os oa JP wry/ 54 Gres ti� as\
/ Q o OPE S AC `2 L /
h �0 /� '� 05L12g OSL 9 M I N jy L- ?5/
•"1/0 a ,
/ 1 BICY E A PEDE IAN ASEM
�,BY 1S PL
� h'
C) ~ L3 + L-28.91 TO GRAMT, D •n O� v1 .yl
/ Ld / BY IS AT OP SPA ~ a FZ
� 17 1 - SE R ES ,p 4BLOCK PLAT
29 - ' 469• \ /, Sw10 TO THI R PLAT ° ^La NEIGHBORHOOD 3
'Sw11 ry PHASE I
LOT 2 AND LOTS 4 THROUGH 8
E'gi....;r q P11-ma serve ylna SEE SHEET 4 BEING PORTIONS OF SECTIONS 29, 30, 31, & 32, Elf S.. R.14 E., G.&S.R.M.,
The Looe,11c. A,onitllt . u'ba TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
WLB o,fil..1-t.d m T-1- Pno111. 1 4
o. V.y ore into. Vogl, . Co 0' 100' 200' 300' eA.
Grou ptM .o �,:a a 3� esoz> eatwi�eo I ,
MAY 24, 2000 SCALE: 1" = 100'
WLB NO. 185050-AO03-0106 OV# 12-00-03 SHEET 3 OF 7
BOOKPAGE��
✓TD
PAGE
T,
/ 8 129 /
EE SH T s ,
CTT i
I /
Na BE RANME
.t BY IS P ,V fps
i
0 SW13 . •5� /
4
n cry SW1 /
18. ac Ig 2
\S•
U / 0.1:./ "I
o E E EMEN w V) / � / ^/a/85�1,�734
SLOPE EASEMENT —
`TO BE GRANTED
TO B GRAN /�'BY THIS PLAT
BY IS T I /p I / /
S
/ t• h /
o y�� T 7
TO WKE GRAEM DT/ / / sq.ft.
B THIS AT /� / '\SLOPE EASEMENT 19.55 acres
60.5 ' / TO BE GRANTED
/ o / BY THIS PLAT
LOP EASE NT �; A / '� i 30' TRICO ESMT
T E GR TED DKT. 7268, PG. 1190
THI PLAT DR NAGS o�'�/ IS PORTION
E EMEN s 4'S• / FND. TO BE ABANDONED
16 7 8 0 B THIS LA T" / .521 ; STONE BY SEPARATE INSTRUMENT
SECTION 29
_ 57.0' 58919'22'E
_ 3g'1s• /fi .F 4.28' _SECTION 32 36.03'
R-925.00'
H)0 1 s a L=207.73' //•
9y3, S,e6 9 Q. A=12'52'01' SEWER EASEMENT
TO BE GRANTED /
'- -T ?0 0 31q• L=90.96' BY THIS PLAT
09
,
9 S98a s .� v/ ti
°�,�r D P 210 8 4
L 9.14 w SW20 0 / /w
0 O /
N
1.s in� to F`S97 SW21
V in
1 M ; Sg1 \ i. 4 EL704
n----------------------- -/
io--------
_SLOPE EASEMENT EL103
5 y19 0 _ i$pI�� t TO BE GRANTED
_ rn EASEMENT 0 w BY THIS PLAT
NATOBEE I N 10 ELECTRIC EASEMENT
s 6f '•? I GRANTED I 4'D L=23.72' TO TRICO
I o I j 91PLAT5 L. �OS'39'49" DKT. 11434. PG.524
l I o 0 0 S8915 ww £ /
^ 0 0 125.00' SS 100 YEAR FLOOD LIMIT LINE-
j d' .;0' 1
1
220 0' 1
90.0 ' 'E
cS3• \
/3✓ 19. ' \
m N381 13 E
WIT P ND.I
D1 C DID FIB \
rm op
"? ILL)fY r PDI PLAT1
09 0 274 sq.ft y�\
N SP E o 2 •2 acre Y
5.65'
/ Z N •DO'OD" hl
% �D
r
/ 20' BLIC EWER\ \ \ SSEIIETI ESMT& 267. o
/ rs . TO IS GGRA o\ \ DKT 892, .1303 sob ' 0'W h D1
� f
Engin..ring PlanningThe Surv. ring
LenEacape Arct,ltacture VrE.n D. qg
WLB Offices Io—ted in T—oo. PG ... I.
L.a V.g,& wd Vict« vai.r. cp Group Q' 1I QQ' 200' .300'
4444 East Broaowoy
T...., A,i,—. (602) t181-7460
TEP ESMT. LINE TABLE
LINE
LENGTH
T BEARING
EL101
353.45
S3257'04'W
EL102
"'.1,
S32.57'04 W
EL103
507.19
1 S89.50.43-W
EL104
499.92
1 S8950 43 W
L
O /
O00
50' UTILITY k SEWER ESMT. / / p NIP
DKT.7892,PG.1303
UNSUBDIVIDED 1
SEE ®ESUB
11
MP 56065
12800-N. SECTION 30 1
Let
SECTION 31 L=�
L=67. 0' I yj
D
UNSUBDIVIDED r� O Oti
^y h
O/IV
O1�
044
of I 410.
to -822
ZI 4' 4'
0
a I
12700—N. C? a I
/^' I OP
ACE
24 1'
R=540.00'
L=459.72' c / 1 SE
A 48*46.38" _'?n• 0
o w \ 63
N.
75'� \\ —'-C JfY RCa F
N �\� Pl.Aca �g q
10 li I v
\1 OSL85 )�
N88'48'52'E
4 rn \ / O�B�O�J j6 272.80�
D r v )��__l o 4
04
A yy
OSL83 � 4
ID 1 +7' N / 1 0 / OSL7
+ 0 / OPEN SPACE
O �:� o - Si DRAINAGE EASEMENT
TO BE GRANTED LOT 8
� � BY THIS PLAT
< '0
0 " 13 OPE EASEMENT
fO 31 ` SLTO BE GRANTED
1,355,115 sq.ft.
31.11 acres
4J
N BY THIS PLAT
OI
n
m n
O
P N zIz
0 D75 IE O O
0
U
0I i.N_
N
F-
N M N
%
SEE SHEET 5
1"14
OV1206-05E
1
0,
\� F1p2 4• F213
e,yi F - sl \"a
o E` °ice
'1 t 2 F206 iy01 ♦� � •t93, �'?ja?i
-o �ryph-hfi -Stp�
_ q 1 1
oo*
s
(4 �.
X�—=OPEN SPACE
O q,
�^0 4ry
oR.
UNSUBDIVIDED
to
4p N82'49'06-E
80.73
In
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IN
0
to
o fO
sa
+ a
N •n �
f W
La
� MMJII �
UNSUBDIVIDED
N
O
O
N
BLOCK PLAT
NEIGHBORHOOD 9
,II"'
PHASE I
LOT 2 AND LOTS 4 THROUGH 8
BEING PORTIONS OF SECTIONS 29, 30, 31, d 32, T.11 S., R.14 E., G.&S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
MAY 24, 2000 SCALE: 1" = 100'
WLB NO. 185050-AO03-0105 OVp 12-00-03 SHEET 4 OF 7
BOOK -2I PAGE %'/
BOOK PAGE
O * . I I
12700-N. o
z
SEE RESUB
MR 56065 \
UNSUBDIVIDED
12600-N,
12500-N.
/ LIC R
T 8 GRAN
B IS Al
/ E T 4)
' UTI TY
D 789 ,
O
Co o
14
I
Dom_
u O
IL 07
,414,952
1
\ PUB SE F
BE ANTE
\ BY S PL `
L=
w
I
OO S60'0 9.06 p�
I
yEE HE T 1 75' 76cc `7
156.
N900'00" `� °e�D�jO L O T 7 I
20.40' 1 ; B5g1 734 sq.ft. o
113✓ a 19 3' 1 1 I O/SLaS ) �� 19.55 acres
t� N38 13 E 1 M \ ` 'r \ l6 N -48' 2'E 7.1D' 4. c
nr P ND.I p
Bl C DiD ITP OAB3 J
7D OP 0 X m o� lO ! to
i ^ ILIlY Y !Hl O PIJr1 ,o ,j ♦o No - - c 7 OSL74
' 109 9 ,27DRAINAGE EASEMENT 4 q.ft. 1 ^' o u� c t01
0 2.2B acre `Zt �:� av TO BE GRANTED ry6
1� o LSBJ BY THIS PLAT Q^
OPEN SPACE
5.65' O1
= N '00'O ,�� rn n
EN SP CE "� °0 p 1
l D - MI Y �` LOT 8
Q -.' 1,339,793 sq.ft. p
E15
I 30.76 acres ry
p 90'0 0'W ,p D1 0 xlj I �w
o 9g ` "oQ o o SLOPE EASEMENT /
z o ;�, a p I TO BE GRANTED ^,�i
1 > oo "A
BY THIS PLAT
O z -:2 12060�� o
Z UNSUBDI VI DEI
z��y OV�
o LOPE ASEM T o N ib 1� ry
TO E GR TED I IN
THI LAT �� .
Olo 100 YEAR FLOOD
tit � ^S ry
LIMIT LINE
4
/ oo
/ oo I,: NgI °fm .Sg 136
/ O
RI `'*� 1►0
0C' F147
/. ryb'L' 61�1�j OPEN SPACE 4 LJ
!11 1
r ,
OAP
UNSUBDIVIDED
7g5 p -'
26 17-
27.22'
(
Lj
O
O
00
a �h
n
u�
N
yrc�
It J
a
En ;� plo"i, S'l-yi,
SEE SHEET 6
The ,Nr
Lond,cnpe A9,01'e 9U,bon Deign
WLBOff... o.ot.e i, .�� _ Phoo�i,
LV,qp,. one ViotW Vall,y Co Ol 00' 200' 3001
.444 Eaet Brood way
Group a, .�e,on...,.p�, F6021 XL,_7.ED
20 PUBLIC
DRAINAGE EASEMENT
_
O
TO BE GRANTED
BY THIS PLAT
O
moo°
W
SEE RESUB
31.53' MP 63017
CURVEDRAIN A
CURVE
RADIUS
LENGTH
DELTA
DC7
900.00
326.91
20'48'43-
6C2
560.00
281.26
28'46'35'
DC3
720.00
89.37
07'O6'42'
PUBLIC SEVER ESMT.
LINE
LENGTH
BEARING
SE1
60.59
S07'33'46"E
SE2
20.00
S82'26'14'W
SE3
79.05
S07'33'46-E
SE4
141.49
NBI'39'3 'E
SE5
67.87
N68'19'44'E
SE6
91.86
N60'58'50'W
SE7
101.68
N60'58'50,W
SEB
75.00
N68'19'44'W
SE9
139.15
NBI-39.33-E
SE10
20.00
NOB'20'27'W
BLOCK PLAT
NEIGHBORHOOD 3
J'%. PHASE I
.� LOT 2 AND LOTS 4 THROUGH 8
BEING PORTIONS OF SECTIONS 29. 30. 31. d 32, T.11 S., R.14 E., G.&S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
MAY 24. 2000 SCALE: 1' = 100'
IL_b, WLB NO. 185050-AO03-0106 OV# 12-00-03 SHEET S OF 7
BOOK4:�Z� PAGE --.L
mr)nLe,
PAGE -
RECORD
OF SURVEYSHEET 1 OF 2
LEGEND:
SET 1/2, Ip TAGGED RLS 12214
FOUND 1/2' IP TAGGED RLS 12214
RIGHT-OF-WAY (ROW) LINE
A34� LOTLINE
L-se
ZZ -4
NA 30 29
1/4 CORNER U.,
FND. LCP
A 3-M N rH
'a
PARCEL t a Inns! BASIS OF BEARING
470,884 SF L419 BASIS OF BEARING IS THE NORM LINE
04' to .8 AC) mw OUARTER TOWNSHIP
I OF THE NOIRTHWEST
CA SA
SEC" I SOUTH, RANGE 14 EAST.
�FTOWN 7020 VALLEY. PIMA COUNTY, ARIZONA
SAID GEARING BEING: S 89Y9,22' E
REFERENCES
3AA 1- BOOK 54 OF MAPS & PLATS, PAGE 36
.2. BOOK 56 OF MAPS & FLATS, PAGE 65
P
15.9y R=360.01
5
RECORDING DATA
ON ms
FILED I- PCI AT THE IEDUEST w "E
Ilk
_N,Q�ory9
By
Au
THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION
AND ALL SURVEY MONUMENTS EXIST AS SHOWN HEREON.
PARM
1 25,912
JACK A. BUC�IANAN
K54! 70.11' -4 ARIZONA RLS 12214
Irl-,Ir 1�e 0
RmaW
A-411191,
L
A m) OM7K16'NI
RECORD OF R r. SURVEY
L-154.6Y POR77ONS OF SECTION 29 & 30 TOWNSHIP 11 91
C= ,
PAka 4 �mwSOUTH, RANGE 14 EAST, G.&S.R.M., PIMA COUNTY,
266,031 SF ARIZONA
0' 100' 200' 300'
PARCEL 4
266' 031 SF
(6.111 AC)
4
R=14XW
A
Q
�a
30 /29
32
SEC.. CORN:?/
N�
RECORD OF SURVEY
POR77ONS OF SECTION 29 & 30 TOWNSHIP 11
SOUTH, RANGE 14 EAST, G.&S.R.M., PIMA COUNTY,
Ell ARIZONA
yyCg a
0' 100' 200' 300'
=-
BOOK- PAGE