HomeMy WebLinkAboutOV120334Wh
Group
Inc.
June 23, 2006
Craig Civalier, P.E.
Town of Oro Valley
Department of Public Works
11,000 N La Canada Drive
Oro Valley, AZ 85737
Re: Request for Approval of
Stone Canyon Boulder Retaining Wall
And Boulder Bank Protection
Dear Mr. Civalier:
.SUN 2 3 2000
Engineering • Planning
Surveying • Urban Design
Landscape Architecture
This letter is requesting your review and approval of Boulder Retaining Walls and Boulder Bank
Protection for use throughout the entire Stone Canyon development area. The boulder retaining
wall calculations attached are updated versions of those previously approved by you for use in
Stone Canyon III on April 14, 2005. These calculations were prepared by the original
geotechnical engineer (Terracon) for use in the other areas of Stone Canyon. A separate set of
calculations that modify those of the retaining wall for use as boulder bank protection has been
prepared by the same engineer and is attached for your review.
If you have any questions please call me at 881-7480.
Sincerely,
2T7,' Inc.
Michael R. Smith, P.E.
Hydrologic/Hydraulic Projects Manager
Xc: Paul Kessler, Town of Oro Valley
Bill Walker, The WLB Group
Dick Maes, Vistoso Partners
file
Engineering - Planning • Surveying • Urban Design • Landscape Architecture
Offices located in Tucson, Phoenix, Las Vega's • E-mail: tucson@wlbgroup.com
4444 East Broadway • Tucson, Arizona 85711 • (520) 881-7480 - FAX (520) 881-7492
Own c J LUUU
June 8, 2006
Vistoso Partners
945 W. Vistoso Highlands Drive
Oro Valley, Arizona 85737
Attn: Dave Holmberg
RE: Boulder/Compacted Fill Retained Slopes
Stone Canyon
Oro Valley, Arizona
Terracon Project No. 63051080
Irerracon
Consulting Engineers & Scientists
Terracon Consultants, Inc.
355 South Euclid, Suite 107
Tucson, Arizona 85719
Phone 520.770.1789
Fax 520.792.2539
www.terracon.com
Terracon has performed numerous earthwork observation and testing projects, as well as
geotechnical reports within the Stone Canyon development. At some of the those
locations, boulder/compacted fill retained slopes have been constructed, based on our
design calculations shown in a letter dated April 27, 2005 (Terracon Project 63051080,
Revision No. 4). We have monitored the construction of these slopes at Stone Canyon III,
(The Enclave).
We understand that these slopes are being considered for other Stone Canyon Projects.
We believe the slopes constructed as recommended in our letter dated April 27, 2005, may
be constructed in other areas of Stone Canyon. However, Terracon should be involved
through all stages of construction to confirm site conditions are appropriate, and to perform
the construction monitoring.
On any given site, if existing site conditions differ from those found in the other areas
where these walls have been constructed, or if proposed backfill materials differ from those
previously used, supplementary recommendations will be required along with possible
design changes. For reference, we have included the assumptions, details, and
recommendations from the April 27, 2005 letter:
Delivering Success for Clients and Employees Since 1965
More Than 70 Offices Nationwide
Evaluation of Proposed Rock Retaining Wall -Stone Canyon
Terracon Reference No. 63051080, 2
The earthwork contractor should overbuild the slopes and cut them back to remove any
loose material off the face of any given slope. The slopes are expected to be cut back to
inclinations of about 1 to 1 (horizontal to vertical). Large size (2 to 4 foot) granodiorite
boulders will be used to surface the face of the slopes. The boulders are expected to be
angular and are derived from the blast rock removed during excavations within the
development.
The contractor should place individual layers of boulders, beginning at the bottom of the
slope using the largest boulders. Filter fabric should be placed beneath and behind the
boulders, and soil compacted behind and in between the boulders. When an individual lift
of boulders has been placed in this manner, the next lift of boulders should be placed on
top and stepped back up the slope. The process of filter fabric and compacted soil
placement will continue with each lift of boulders until the top of the slope is reached.
We expect the overall inclinations to be no steeper than 1 to 1 (horizontal to vertical).
Structures will be set back from the top of the slopes so that the outside edge of a footing
will be embedded so that at least five feet distance will be maintained from the back of the
boulder surfacing.
Evaluation of Proposed Rock Retaining Wall -Stone Canyon
Terracon Reference No. 63051080, 3
We analyzed the stability of this slope geometry for circular failure using the following
assumed soil/rock parameters based on our current field/laboratory testing and judgment.
1. Surfical Native Soil:
2. Engineered Backfill Soil:
Cohesion = 0
Angle of internal friction = 38 degrees
Unit weight = 120 pcf
Cohesion = 0
Angle of internal friction = 40 degrees
Unit weight = 130 pcf
3. Granodiorite boulder surfacing with compacted soil and filter fabric:
Cohesion = 0
Angle of internal friction = 45 degrees
Unit weight =.150 pcf
1
1. 10'max, or benched back
horizontally 5 feet for
every 10' high section
a F2.
3.
El
Keyed in at bottom of
slope, min. 12" into
native soil, and 6" into
bedrock if encountered
Evaluation of Proposed Rock Retaining Wall -Stone Canyon
Terracon Reference No. 63051080,
0
Based on Method of Slices we determined a minimum factor of safety for circular failure of
1.39, for the critical circle. In our opinion, a slope constructed in this manner will be stable
against mass failure and relatively resistant to erosion provided that excessive surface
drainage be directed away from the face of the slope.
Terracon should perform the special inspection and monitoring of earthwork during the
placement and compaction of all engineered fill, boulders, filter fabric, and boulder backfill to
determine if the soil and rock conditions are constructed in the manner that our assumptions
have been based on. -
If you have any question regarding this letter, please contact us.
Very truly yours,
TERRACON
Oleg Lysyj, P.E.
Geotechnical Services Manager
Copies:. Addressee (1)
WLB Group, Attn: Mike Smith (2)
N:1PUB UClCMT WSWORDUetters12005163051080AI1.doc
BOOK
STATE LAND STATE LAND
PAGE
GENERAL NOTES:
1. THE GROSS AREA OF THIS SUBDIVISION IS 237.571 ACRES.
DEDICATED OPEN SPACE AREA — 84.117 ACRES.
LOT DISTURBANCE AREA = 37.65 ACRES.
PRIVATE STREET(COMMON AREA W)
AND PRIVATE DRIVE = 8.19 ACRES.
2. EXISTING ZONING: RANCHO VISTOSO P.A.D. — LOW DENSITY RESIDENTIAL (LDR).
PROPOSED ZONING: RV PAD—LDR. DENSITY = 1.41 RAC
3. TOTAL NUMBER OF RESIDENTIAL LOTS = 82
4. BASIS OF BEARINGS IS THE EAST LINE OF THE SE 1 /4 OF SECTION 14, T11 S.
R13E, SAID BEARING IS N00'01'13' E.
5. MAXIMUM PERMITTED BUILDING HEIGHT IS 30', TWO (2) STORIES.
6. MINIMUM LOT SIZE IS 43,560 SQ. FT.; AVERAGE LOT SIZE IS 77.889 SQ. FT.
7. BUILDING SETBACK PROVISIONS FRONT 30 FEET
SIDE 20 FEET
REAR 40 FEET
8. PARKING PROVISIONS:
GARAGE 2 EACH = 164
DRI vF WAY 2 EACH = 164
TOTAL PARKING = 328
9. MILES OF PRIVATE STREETS = 1.93 MI.
10. ALL STREETS AND SEWERS ARE PRIVATE.
11. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO
VALLEY TOWN COUNCIL
12. THE OWNER COVENANTS THAT THE AREAS WITHIN THE 100—YEAR FLOODPLAIN 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 THE APPLICABLE ORO
VALLEY FLOODPLAIN REQUIREMENTS.
13. STORMWATER DISPOSAL SHALL BE OVERLAND AND SHALL MAINTAIN EXISTING DRAINAGE PATTERNS.
14. ALL WEATHER ACCESS WILL BE PROVIDED TO ALL LOTS WITHIN THIS SUBDIVISION.
15. ANY UTILITIES THAT WILL BE RELOCATED OR EXTENDED AS A RESULT OF THIS DEVELOPMENT WILL BE
RELOCATED OR EXTENDED AT NO EXPENSE TO THE TOWN OF ORO VALLEY OR PIMA COUNTY.
16. THIS DEVELOPMENT WILL BE SERVED BY T.O.V. WATER UTILITY WHICH HAS BEEN DESIGNATED AS HAVING
AN ASSURED 100—YEAR WATER SUPPLY BY THE DIRECTOR OF WATER RESOURCES.
17. UTILITIES WILL BE LOCATED UNDERGROUND IN CONFORMANCE WITH ARIZONA CORPORATION COMMISSION
AMENDED GENERAL ORDER U-48.
18. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY WASTEWATER MANAGEMENT
BEFORE BEGINNING ANY WORK ON THIS PROJECT
19. ON —SITE SANITARY SEWERS WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AN MAINTIANED ON
A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNNECTION TO AN EXISTING PUBLIC SANITARY SEWER
IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT AT
THE TIME OF SUBMITTAL OF PLUMBING OR BUILDING PLANS.
20. 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 SOILS OPERATIONS FOR THIS
DEVELOPMENT WERE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AS SET FORTH IN
THE SOILS REPORT BY TERRACON NNOO..ffi�3300445012 DATED AND ANY ACCEPTED
ADDENDUMS/AMENDMENTS MADE TliCERTIFICATION, IN WRITING, IS TO BE RECEIVED BY THE TOWN
OF ORO VALLEY PRIOR TO THE REQUEST FOR ANY BUILDING PERMIT AND/OR FINAL INSPECTION AND THE
RELEASE OF ASSURANCES.
21. 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 TO THE
REQUEST FOR FINAL INSPECTION AND THE RELEASE OF ASSURANCES.
22. 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 DEVELOPMENT.
CERTIFICATIONS IN WRITING AND THE AS —BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OF
ORO VALLEY A MINIMUM OF TWO (2) WEEKS PRIOR TO THE REQUEST FOR CERTIFICATES OF OCCUPANCY
AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND THE RELEASE OF ASSURANCES,
EXCEPT FOR MODEL HOMES INTENDED TO BE USED FOR SALES PURPOSES. IF THE PROJECT IS PHASED THE
ABOVE PERTAINS TO EACH PHASE.
23. ACCEPLTL(AN)CE OF THE PLANS DOES NOTCONSTITUTEOR IMPLY ACCEPTANCE OF THE FOLLOWING:
1. 2. ANY REINFORCED FORCED CONCRETERETAINING OR EST UCET(URE(S)
3. ANY EMBANKMENT(S) WHOSE PRIMARY PURPOSE IS TO FUNCTION AS RETENTION/DETENTION STRUCTURE.
SEPARATE PLAN CHECKS) AND PERMIT(S) ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE
CODES OF THE TOWN ORO VALLEY.
24. ONLY THAT VEGETATION SHALL BE REMOVED WHICH IS NECESSARY FOR BUILDING PADS AND ACCESSORY
USES, ROADS AND DRIVEWAYS. ALL HEALTHY PALO VERDE, MESQUITE, IRONWOOD, SAGUAROS AND BARREL
CACTI TO BE REMOVED SHALL BE TRANSPLANTED FOR ON —SITE LANDSCAPING.
25. GRADING ON LOTS SHALL BE RESTRICTED TO 20,000 SQ. FT., FOR HOUSE PADS AND ACCESSORY USES
EXCLUDING DRIVEWAYS AND UTILITIES; OTHERWISE GRADING SHALL BE LIMITED TO ROADWAYS, DRIVEWAYS,
AND UTILITY INSTALLATION. AREAS OUTSIDE THE BUILDING ENVELOPE SHALL BE RECORDED AS PERMANENT
OPEN SPACE. THE BUILDING ENVELOPE SHALL BE STAKED AND INSPECTED BY THE SENIOR ZONING
INSPECTOR PRIOR TO GRADING.
26. ARIZONA GAME AND FISH DEPARTMENT'S GUIDELINES FOR HANDLING DESERT TORTOISE SPECIMENS SHALL
BE FOLLOWED, IF THESE ANIMALS ARE ENCOUNTERED DURING DEVELOPMENT.
27. A PORTION OF THE HILLSIDE DISTRICT AREA FALLS WITHIN THE LIMITS OF THIS SUBDIVISION. AREAS WITH
SLOPES OF 25 PERCENT OR GREATER ARE UNSUITABLE FOR DEVELOPMENT AND SHALL BE SET ASIDE AS
HILLSIDE NO —BUILD AREAS AND SHALL BE CONSERVED AS OPEN SPACE.
28. ALL STRUCTURES IN THIS DEVELOPMENT (OV12-03-34) SHALL HAVE SPRINKLERS INSTALLED, WITH A MINIMUM
STANDARD OF NFPA 13—D,IN ACCORDANCE WITH THE AGREEMENT WITH GOLDER RANCH FIRE DEPARTMENT.
29. LOTS 455, 456, 458, 459, 464, 467, 469, 471, 472 AND 475 ARE AFFECTED BY 100—YEAR FLOOD PLAIN
AND WILL NEED A FLOOD PLAIN USE PERMIT FOR ANYWHERE CONSTRUCTION DISTURBANCE ENCROACHES THE
FLOOD PLAIN BOUNDARY. FLOOD PLAIN USE PERMIT WILL BE REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT.
30. INDIVIDUAL GRADING PERMITS MUST BE OBTAINED PRIOR TO THE DEVELOPMENT OF EACH LOT.
THE APPLICATION MUST INCLUDE A GRADING PLAN FOR THE LOT, WHICH CLEARLY DEPICTS THE BUILDING
ENVELOPE, LIMITS OF THE GRADING, PERCENT OF LOT TO BE GRADED, AND ANY SIGNIFICANT FEATURES ON THE
LOT, INCLUDING ROCK OUTCROPPINGS, ARCHAEOLOGICAL FEATURES OR SIGNIFICANT VEGETATION, INCLUDING
SPECIMEN TREES OR CACTI, AND MUST BE APPROVED BY THE TOWN ENGINEER AND THE PLANNING AND ZONING
ADMINISTRATOR.
31. THE NEIGHBORHOOD 11 RECREATION AREA, LOCATED IN THE VICINITY OF THE STONE CANYON GOLF CLUBHOUSE,
PER THE APPROVED RANCHO YISTOSO NEIGHBORHOOD 11 P.A.D. AMENDMENT, MUST BE COMPLETE PRIOR TO THE
ISSUANCE OF MORE THAN 40% OF THE BUILDING PERMITS FOR STONE CANYON. THE DEVELOPER SHALL NOTIFY
THE TOWN OF ORO VALLEY WHEN 40% BUILDOUT IS APPROACHING
32. DRAINAGEWAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY
PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR LOTS 414, 417, 418, 422, 431, 435-440,
447-450, 457-459, 469, 471 do 483.
33. PROPOSED BANK PROTECTION SHOWN WITHIN PRIVATE LOTS SHALL BE THE RESPONSIBILITY OF EACH INDIVIDUAL
LOT OWNER.
34. BUILDING ENVELOPES SHOWN HEREON SHALL BE THE LIMITS OF GRADING AND MAY BE FIELD ADJUSTED TO PRESERVE
SIGNIFICANT VEGETATION, ROCK OUTCROPPINGS AND/OR BANK PROTECTION.
35. ACCESS ACROSS FLOOD PRONE AREAS TO BUILDING SITES ON LOTS LOTS 454-458, 460, 463-469, 471, 47Z 475,
405-407, 409-413, 416-419, 421, WILL BE APPROVED BY THE TOWN ENGINEER AND SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER.
36. ALL PROSPECTIVE BUYERS OF LOTS WITHIN STONE CANYON VII SHALL BE INFORMED OF THE PRESENCE AND ACTIVITY
OF THE LA CHOLLA AIRPARK, A PRIVATE AIRPORT LOCATED SOUTH OF THIS PROJECT.
37. WILDLIFE CORRIDOR AS APPROVED ON THE TENTATIVE DEVELOPMENT PLAN ARE SHOWN HEREON. IT IS THE INTENT
OF THIS PLAN TO PRESERVE THESE AREAS AS OPEN SPACE PER NOTE #W.
The VW 1W V% Engineering Planning Surveying
Landscape Architecture Urban Design
WI I l --' 0 � Victor Offices located t Tucson, Phoenix
� Las Vegas, and ctor Valley, Ca
Group __ 1 > 4444 East BTucson, Arizona 602) 81-74 0 Inc.
9 10
1s
WATER PLAT
APPROVALS
I .CLERK OF THE TOWN OF ORO VALLEY, o
HEREBY CERTIFY THAT THIS PLAT WAS APPROVED BY THE MAYOR AND COUNCIL
OF THE TOWN OF ORO VALLEY ON THE DAY OF 20
a
CLERK, TOWN OF ORO VALLEY DATE 16
PIMA COUNTY DEPARTMENT OF WASTEWATER
MANAGEMENT
TOWN OF ORO VALLEY
TOWN ENGINEER
ZONING ADMINISTRATOR
ASSURANCES
DATE
DATE
DATE
ASSURANCES IN THE FORM OF A THIRD -PARTY TRUST FROM FIRST AMERICAN TITLE
INSURANCE COMPANY, TRUSTEE UNDER TRUST NO. 9074 AS RECORDED IN DKT.
PAGE HAS BEEN PROVIDED TO GUARANTEE DRAINAGE AND STREET
IMPROVEMENTS, INCLUDING MONUMENTS, AND UTILITY IMPROVEMENTS (ELECTRIC,
TELEPHONE, GAS, SEWER, AND WATER) IN THIS SUBDIVISION.
DATE:
ASSURANCES IN THE FORM OF A 130ND FROM
IN THE AMOUNT OF 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 130ND FROM
IN THE AMOUNT OF t 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:
WATER UTILITY DIRECTOR
RECORDING DA TA
DATE:
STATE OF ARIZONA) NO:
)SS FEE:
COUNTY OF PIMA)
THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE
WLB GROUP, INC., ON THIS DAY OF
20 AT M. IN BOOS; OF MAPS AND PLATS
AT PAGE THEREOF.
F. ANN RODRIGUEZ, PIMA COUNTY RECORDER
DEPUTY FOR 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 PREPAR/F-D UNDER MY DIRECTION.
\ 12214
JACK A.
JACK A. BUCHANAN, R.L.S. NO. 12 4 BUCHANAN
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 DIRECTk61N. AA
JOHN ALEXANDER HOLLEY, P.E., NO.21137
0137
JOHN
21
3" = 1 MILE
21
DEDICA TION
10 11 PIMA COUNTY 11 12
12
.. •
�/OF,
A
LOCATION MAP
SECTIONS 13-15 AND 22-24
T-11-S, R-13-E, G. & S. R. M.
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
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 AND ALL UTILITY COMPANIES,
EASEMENTS AS SHOWN HEREON FOR THE PURPOSE OF ACCESS, INSTALLATION AND MAINTENANCE OF
UTILITIES AND OTHER USES AS DESIGNATED BY THIS PLAT.
COMMON AREAS A AND B, COMMON ACCESS DRIVES, PRIVATE SEWERS AND DRAINAGEWAYS, DRAINAGE AND SLOPE EASEMENTS AS
SHOWN HEREON, ARE RESERVED FOR THE PRIVATE USE AND CONVENIENCE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION,
THEIR GUESTS AND INVITEES. COMMON AREA 'B' IS GRANTED AS AN EASEMENT TO ALL PUBLIC AND PRIVATE UTILITY COMPANIES
FOR THE PURPOSES OF ACCESS, INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITIES. NO NEW OVERHEAD LINES SHALL BE
USED. TITLE TO THE LAND OF ALL COMMON AREAS AND DRAINAGEWAYS SHALL BE VESTED IN AN ASSOCIATION OF INDIVIDUAL LOT
OWNERS AS ESTABLISHED BY COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN DOCKET AT PAGE IN THE
OFFICE OF THE PIMA COUNTY RECORDER. EACH AND EVERY LOT OWNER WITHIN THIS SUBDIVISION SHALL BE A MEMBER OF THE
ASSOCIATION, WHICH WILL ACCEPT ALL RESPONS1811 ITY FOR THE CQNTRo1, MAINTENANCE, SAFETY AND LIABILITY OF ALL COMMON
AREAS, COMMON ACCESS DRIVES, DRAINAGE AND SLOPE EASEMENTS, PRIVATE STREETS, PRIVATE SEWERS AND PRIVATE SEWER
EASEMENTS WITHIN THIS SUBDIVISION AS SHOWN HEREON.
WE HEREBY DEDICATE TO TUCSON ELECTRIC POWER COMPANY AN EXCLUSIVE 15-FOOT WIDE EASEMENT FOR AN UNDERGROUND
ELECTRIC DISTRIBUTION SYSTEM THROUGH THE ENTIRE LENGTH OF TORTOLITA MOUNTAIN CIRCLE, (A PORTION OF COMMON AREA B).
FIRST AMERI CAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION, UNDER TRUST NO. 9074
ONLY, AND NOT IN A CORPORATE CAPACITY.
BY:
BENEFICIARY: DATE:
STONE CANYON, L.L.C.
1211 W. WARNER #109
TEMPE, ARIZONA 85284
STATE OF ARIZONA)
SS
COUNTY OF PIMA
ON THIS THE DAY OF 2004, BEFORE ME, THE UNDERSIGNED
OFFICER, PERSONALLY APPEARED WHO ACKNOWLEDGED SELF TO BE
AUTHORIZED SO TO DO, EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSE THEREIN CONTAINED.
NOTARY PUBLIC
OWNER/DEVELOPER
STONE CANYON L.L.C.
1121 W. WARNER RD. #109
TEMPE, ARIZONA, 85284
(480) 831-2000
C/0 MR. DICK MAES
MY COMMISSION EXPIRES:
AND BEING
OV12-03-34
FINAL PLAT FOR STONE CANYON VII
RANCHO YISTOSO NEIGHBORHOOD It
LOTS 404 THR U 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
MAY, 2005
185050—A-31 N-0105 SHEET 1 OF 19
SCALE: AS NOTED
BOOK
PAGE
BOOK PAGE
0
Z
Q
J
W
PIMA COUNTY
TOWN LIMITS
Z 00
Jo
z
z
0
U
Li
BOUNDARY LINE
UNSUBDIVIDED
W. 1 /4 CORNER
SECTION 14
N 00'00'38"E
12.61'
BOUNDARY CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
C1
155.00
206.24
76*14'06"
C2
240.00
438.06
104'34'45"
C3
170.00
96.28
32'26'54"
C4
230.00
122.31
30'28'09"
C5
270.00
283.26
60'06'31 "
C6
455.00
311.92
3916'40"
C7
270.00
104.89
22'15'33"
C8
330.00
190.21
33'01'30"
C9
225.00
187.37
47'42'44"
C10
85.00
146.11
98'29'23"
C11
125.00
128.55
58'55'21"
1
UNSUBDIVIDED
STATE LAND
PIMA
COUNTS
„
N89'52 48 E 2640.11
i
NORTH 114 COR. „
N89'50 24 E
-------------------------------1
664.98
TOWN
LIMITS
433 438 ° 1
I
N89'50'24"E
� 1965.55'
1
434
437
1
SO4'04'50"E 228.31'
-------------------------------�-°
432
�� 435 436
° °
°
f
1
!
d440
S06'27'23"E 177.83'
i
1
1
°
1
1
431
°
1
BOUNDARY LINE
OPEN SPACE
1
1
fCl-
°
1
;
U 443
!
S41'32'56"E 297.64'
!
430 �, 445
1,5
1
i
-SHEET
°
i
w-ww w-____
___ ___r�_.w __■e.
- '_w s..441
... ....................
' SHEET 1 442
' ! 429 �� ; -�w�
f �
424
°
423 f S09'30'21 "W 438.95' !
1 � � 1
! w 1 1 !
----- - -- 425 S82'24'37"E 135.32'
w !
�A EDww w426. _, 28
' °
422 4t �' 1 i
446 1 !
1 PLAc, 427 ! ° SHE �'I 10 44 `� 1 S51'36'161 302.59' !
1 420
° 421 4
!
419 y
482
481
� 1
J 480 ° Q
483
c
- -4790 we 484,
478 1
485�
.1
1
477
448
' 450
'
�,
S HEE 1-' 14
1
447
!
1 451
S51'58'3511E
275.49
!
S T 014
S33.27'31
"E
457
1 PLACE
452 342.85'
!
459
' !
453
1
458
SIP ET 9
` 456
!
1
:
°
460
i
i
066
454 (D
e
e
455
465
f
i
464 S' EE7- 13 �, i
1
••N35'32'24"W-_..,,___
463
19
f SB5'06' 27 W S 2� 1
476 1 `� f �, R=300.00 263.10
1 1 462 yj N 282.21' 236.5 1 �- L-63.40 S85-20'40�W
475 i 88'58'29"W �� 5r�� 1 1
1 1 20.43 ,� � w p = 12'06'30" 1
474 � 1 �� 468 1
r 11 y�1gy #A,, aef
1 4 73 1 CIRCLE
1
N77'07'45"W 1 409 ° 1 472 ,po,`\ R-1 R=300.00 \� i 470 0 1
Z,S86-49'1
21.84 1 ° 1 �`��� R=330.00 L=156.109 L=219.93 I ' ^v �6W-_w___..____1___ w__.-__ 408 1 55 ��`� �1 _
1 1 C2 1 ti � A� L=208.34 p= 55'14'21" p 4 R� 630'00 1
1
258.39 �,��N 1 410 i ,� IC1 0�� p = 36'10'22" L=198.92 1 1 469 °
1
0 1 l� STONE CANYON IV p = 18'05'28" ° 1 N6 1
4051 1 ''� 0 - - _ , 1 R_570.00 20 `�'8s�H-L'Ll
1 1 1
L `V i 407 �� 1 OV>2 00 >5 HE 7 1 L=205.95 .48, f
i ����A= 20'42'05" 1
Qj
404
tK
SAY 1 406 1 ti1; LEGEND SUBDI VI SI ON , BOUNDARY LINE
OPEN ( �0 1 SVT (SI GHT VI SI BI LI TY TRIANGLE)
SPACE 1 �`� �Q�' HL _FT 4 1 PC(XX LOT CURVE TAG ® f CLC X CENTERLINE CURVE TAG 5' x 5' ESMT TO TEP
3.74 ° 6 Acres c6- ---__---_--_w_w__--__-0 CLL�X CENTERLINE LINE TAG ® 10, x 10 ESMT TO TEP
1 -� ' F(XX) 100-YR. FLOOD LIMIT LINE TAG
f ' 1 BOUNDARY LINE nbL XX NO -BUILD LIMIT LINE TAG m 15' x 15' ESMT TO TEP
1
SHEET 6
1
418
OPEN SPACE
i
80.377 Acres t
417
1
i
S HF, E7-' _
o
416
�
1
1
i
413
415
1
1
a
412 �+
b
414
i
DIVE
1 dQ
21.87Y
"
STONE CANYON II N51'26 51 W
OV12- 98- 22
BK. 53, PG. 4 8
Th e VV VFWEngineering Planning Surveying
Landscape Architecture Urban Design
WI B --' _ E Officeg located t Tucson, Phoenix
L Las Vegas, and Victor Valle Ca
Group __ 4444 Ec�st Broadway
Tucson, Arizona (602) 881-7480
Inc,
GOLF COURSE
OV12-98-01
0' 2009 4009 600"
60mompom
BOUNDARY LINE
STONE CANYON IV
OV12-00-15
114 CDR.
r"
0
QD
N
w
0
n
0
0
0
d-
00
N
s
nbQXX�
NO -BUILD LIMIT CURVE TAG
EROSION HAZARD SETBACK LINE
TEP
BUC
TUCSON ELECTRIC POWER COMPANY
100-YEAR FLOODPLAIN LIMIT
k
NO -BUILD AREA U.
SUBDIVISION BOUNDARY
,.
RIGHT OF WAY LINE
EHS
EROSION HAZARD SETBACK
LOT LINE
OV12-03-34
7
- -
CENTER LINE
ACCESS LOCATION FOR DOUBLE -FRONTAGE LOTS
o
- -
SECTIAON LINE ENT E
FINAL PLAT FOR STONE CANYON VII
Cn
Cn
FOUND SURVEY MONUMENT AS
RANCHO VISTOSO NEIGHBORHOOD It
NOTED (IRON PIN, BRASS DISK,
ETC.)
P.U.E.
PUBLIC UTILITY EASEMENT
L 0 TS 404 THR U 485 & COMMON AREA A
N.A.E.
NO ACCESS EASEMENT
(R)
INDICATES A RADIAL LINE TO A
CURVE.
BEING PORTION OF SECTION 14
•
INDICATES 1 /2" IRON PIN TAGGED BY
T.11 S., R.13E., G. & S.R.M.,
14 13
AN R.L.S.
TOWN OF ORO VALLEY, PIMA COUNTY, ARI ZONA
R1
INDICATES BRASS DISK SURVEY MONUMENT STAMPED
BY A
23 24
REGISTERED LAND SURVEYOR TO BE SET
UPON COMPLETION MAY, 2005
OF CONSTRUCTION.
SCALE: 1' = 200' 185050-A-31 N-0106
SHEET
2 OF
19
BOOK PAGE
BOOK
PAGE 1
1 21.84'
N7T0Y45'W
W-
1 4 CORNER SECTION 14
38'E SW406N
401
258.39'
3e99
STONE CANYON IIA
0 V 1 eJ 8 22A
BIB' __, PC.
S88'00'108E 411.660
' 'evu/iq,
►' 110,567 sq. ft.
2.538 acres"
191.52'LIP
1 .1
h 1 404 N o o
76,170 sq. ft. �rp ,�h o ; • /
1.749 acres A^ ,
1&00' p°
\ � / 51;35 � pp 4 •
• 'W
1
i I cr / 100,607 sc
TLL
�' b? ; • ' / 2.310 acres
6' PRIVATE ACCESS &
PRIVATE UTL. ESMT
BEING GRANTED BY / '- ° �' / / / w
THIS PLAT 0
%
v
FL18 % tJ /(10
0-PLEYN SPACE Q11
h. Lw
FL14 FL195 ���� / V)
a
SEE SHEET 4�
'87,935 sq. ft.
/2.019 acres
V24
?s S28'37'52" W =�~
d 'Z 17.77 R_ I I� EROSION ,39'� 6' 40 CIRCLE:
85 \ / D
•00 HAZARD SETBACKrj
100 YR FLOOD ,�5 po LA.
PLAIN LIMITS
STON � CAN)"ON IIA '
OV12--98--22A
O�
B.K.- P
30.00
FL200;' aj 30.00'
'IX
VL
40,9 36 PROPOSED PRIVATE ACCESS,-��o \ -� �. 55 STONE CANYON II
& PUBLIC UTL. ESMT. �. ��, 6
PER STONE �� �' S 0 E CANYON IIA `'� �� \ 9� ti� ��� / BK 53, PG. 48
OV12-98-22A..�
�' I>
GOLF COURSE
Engineering Planning Surveying
Landscape Architecture Urban Design
WLB Offices located in Tucson, Phoenix
Las Vegas, and Victor Valley, Ca
4444 EcDst Broc3dvvc3y
Group Tucson, Arizona (602) 881-7480
0 V 1 2 -- 9 8- 0 1 OV12-03- 34
FINAL PLAT FOR STONE CANYON YII
y
0' 40' 80' 120'
NOTE: SEE SHEETS 16-18 FOR DETAILS OF THE "AREA OF 25% SLOPE"
3
v
c
W
z
0
i
z
0
z
v
i
w
z
0
0
Co
RANCHO YIS'TOSO NEIGHBORHOOD > 1
LOTS 404 THRU 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
MAY, 2005
SCALE: 1" = 40' 185050-A-31N-0105 SHEET 3 OF 19
I_ BOOK PAGE
BOOK I PAGE
N
� BOOK PAGE
BOOK PAGE
—1
i
r
� M
j
uJ
i
OPEN SPACE
ft
80.377 acres` o
�69
i
100 YR FLOOD
PLAIN LIMITS C
EROSION
HAZARD SETBACK
FL56
FL54
0,
IN
FL62
4�,
411
�-
/ 66,322 sq. ft.
1.523 acres
I
1, E H EET 6
/ IJ
or �, 1►
r 7
16; 479
cc 13 ►'
/ 45,755 sq. ft.
1.050 acres
:;0
• N II I
N
M I � D
o o c,.:
/ o�
r v r
I n r u p
N T}
/ C� c.+ Cr J p
_
/ 82,254 sq. ft.
1.888 acres 1
a
00
01
2 0
0
� � r
� o
• - IN O
L v`
w
1u
83,553 sq. ft. LA1.918 acres' " 1
I i
9• Z I r
11
w f
I 1 _
/ � I
o N
M I
N87'5948=E `" u
224.87' o / / R
�/ ►i to
54,900 sq. ft. I M I
1.260 acres / N I 1
J z 415 rI o
/ 43,879 sq. ft. I I o
1.007 acres qo o
?,•`� ' � 10' P.U.E. 161
16' v
.00' 1226 * N -00
h
1 0D
412
55,678 sq. ft. 1 15 DRAINAGE EASEMENT a M
1.278 acres � , BANG GRANTED BY 7 to I
1 THIS PLAT �.
1 1
1 II
1 1 -
i 414
It � o
cr d 1 N.A.E. J o
N89'42'12=W
237.08'
478
43,786 sq. ft.
1.005 acres
36 PRIVATE ACCESS dt -P o_ 47,964 sq. R. I =w
PUBLIC UTILITY o `o�, 1.101 acres I o0 5�3"\0��
EASEMENT BANG GRANTED d� 1 r o n
BY THIS PLAT 1 I� o
1 1
::ET10-in CID 47' 35"E(R)
. E =1 0 8.1 1 = / 16.00
/ 6 � I
��;` 460'00 L=189.96=23'39'3919.83
PRIVATE O \"/ �� / � R=1 70. 00 2.21'
SEWER ESMT. pwh , I'1`� L O`� _ 2�-j 4 -- — —
BY THIS PLATh �� �� — 1
SEE SHEET 4
Engineering Planning Surveying
Th e Landscape Architecture Urban Design
WIOffices located in Tucson, Phoenix
R '%Xi7ffm Los Vegas, and Victor Valley, Ca
_ , , 4444 Ec:ist BrocidvvcDy
Group Tucson, Arizona (602) 881-7480
0' 40" 809 1209
NOTE: SEE SHEETS 16-18 FOR DETAILS OF THE "AREA OF 25% SLOPE"
N815-9
186.640
476
43,756 sq. ft.
1.004 acres
474
44,943 sq. ft.
1.032 acres
a
i
0
NN
L'
00
_ w
UL o
r1
52,420 sq. ft.
1.203 acres"
484
44,159 sq. ft. / / o
1.014 acres '—
„• o
r
'
C tii
z
QO L0
hl)Co
7 ,b ;IVCo
v i
S8071'22.E Z
194.11'
� Io
0 o rn�
o N
R O 11
QCr) �� J
J� o W
I I w
d °D 00
II N
II
1 LJLJ
of 0 W
485 16,
43,799 sq. ft.
1.005 acres
�o
11
�0
v'
\p 0
O ; \
/ N '2
5 C
p
s
80'
X•/////X
4� J
/ ••
53,454 sq.
1.227 acres
A/
/0 12-6-34
FINAL PLAT FOR STONE CANYON I�I�
RANCHO VISTOSO NEIGHBORHOOD 11
LOTS 404 THRU 485 &COMMON AREA A
BEING PORTION OF SECTION 14
T.11S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
MAY, 2005
SCALE: 1- = ao' 185050—A-31N-0105 SHEET 5 OF 19
� BOOK PAGE
SEE SHEET 7
PAGE --'
a
lop
�.\ FL98 /
CZ!I
f295
i
,l
i
czj'
489
l )
OPEN SPACE 1
i ^r
cr
1; T
100- YR FLOOD LINE--//",
EROSION HAZARD SETBACK LINE
1 4"
Th le WV TOWOlin
Engineering Planning Surveying
Landscape Architecture Urban Design
WLB Offices located in Tucson, Phoenix
Las Vegas, and Victor Valley, Ca
4444 Ecist Broadway
Group Tucson, Arizona (602) 881-7480
4221
I / / I Z
62,572 sq. ft./
142
107,726 sq, ft
II 3 51,504 sq. ft.
R=168.00 0 1.182 acres
L=47.98 �� °o
o=,6'2,'S2" (V
4 2 4 �' " 426
1 r.a
/``' rn
�•� V"-
LP �N
51255 ' o \2349 10 — P.U.E.
NAE R=1 61 .0
� C \/ J _- --
� 0L� /;105.08 =37 23'49
s _
moo• .5`1441<
' : 0o C 1 4 p o 0 8\'Q
S"2• 100 �
5221'E�R� U �� - N84'3156"E=58.8952" R =1
1 4 O19
1' N.A.E. R=93106'0 - '� ��
N87'58 38 E p �� _.0 3 a• \ 4 \ o
170.24'
'419"
87,629 sq. ft.
' 2.012 acres
418/
105,108 sq. ft.
2.413 acres
�//417
�o
59.43, —
14
420
43,616 sq. ft. J'
N 1.001 acres 1' NAE R,2g0.00 R — —
V 2»
D,�a•50
6 �i� / • �a / /114.10
�� p 6N /
D .G
N74.3 ' 1a/
168.17929.w /V� •�� �h �`� 16' DRAINAGE/SLOPE
EASEMENT
A
�ijr, 428
427
45,847 sq. ft.
1.052 acres o
Ld
W
/ (
r
1' NAE R =21 6.0 0 ti 0, W
L=66.98 / �`'� W
'05E � R = 1 �
N87'05•200.00
78.45' rn L111 =g6 21
0 =2 7'33
' 4 4 .,
78.45' — — R=184
\�a\4
\`7
o
BEING GRANTED
BY THIS PLAT
",)
481
�o �
43,623 sq. ft.
1.001 acres
�k
)/
/ /NI
C A ;
co') o /<v �61 09,
I o IN,
10 P.U.E.-- i
N9f
co
I II
714
. z
N
N Ix CN
N
o �.I
�v 480
N 48,226 sq. ft.
1.107 acres
4-
Cl'
- u �i-
O
0
V' o /
PI)o / ;
co
co
Q
14.00, :`� ,'� c' N89'31'13'W
239.05'
T/ I-r) C6 /Q
11.0
Y� t ram/ N C ,
LPL1(0
J J�
o �I 11
11 1I O o
o I
12.00' 11 479
45,755 sq. ft.
R=266.00 1.050 acres
L=11.30 I I
0=2'26'01"
SEE SHEET 5
0' 409 80' 120'
NOTE: SEE SHEETS 16-18 FOR DETAILS OF THE "AREA OF 25% SLOPE"
L / S77b4 '18'E
272 76,
4B "E
58,036 sq. ft.
/1.332 acres/ /
483
59,652 sq. ft.
1.369 acres
6' �
2
W
w
3
OV12-03-34
i co FINAL PLAT FOR STONE CANYON VII
3
-n
a_
i
0
^
w
Z
0
i
Z
0
Z
Q
LD
w
Z
0
U-)
0
Co
RANCHO VISTOSO NEIGHBORHOOD > >
LOTS 404 THR U 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
MAY, 2005
SCALE: 1" = 40' 185050-A-31N-0105 SHEET 6 OF 19
BOOK PAGE
BOOK PAGE
R.O.W. CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C1
35.39
25.00
81 *05'59"
C2
35.39
25.00
81 *05'59"
C3
10.08
266.00
2*10'16"
C4
37.87
234.00
9*16'25"
C5
17.72
484.00
2'05'53"
C6
5.12
296.00
0'59'25"
C7
36.07
25.00
82'39'42"
C8
36.07
25.00
82'39'42"
C9
5.52
108.68
2'54'28"
C10
40.85
50.00
46'48'41"
C11
52.29
50.00
59'55'02"
C12
81.50
50.00
93'23'50"
C13
35.78
50.00
40'59'59"
C14
9.21
50.00
10*33'01 "
C15
40.32
284.00
8'08'03"
C16
35.00
25.00
80*12'18"
C17
35.00
25.00
80*12'18"
C18
16.72
84.00
11 *24'06"
C19
50.39
109.00
26*29'14"
C20
17.82
116.00
8'48'10"
C21
81.21
84.00
55'23'30"
C22
17.75
50.00
20'20'34"
C23
42.07
50.00
48'12'34"
C24
18.41
50.00
21'06'01"
C25
40.45
50.00
46'20'59"
C26
36.26
25.00
83'05'36"
C27
36.26
25.00
83'05'36"
C28
61.70
84.00
42'05'00"
C29
14.05
116.00
6'56'29"
C30
31.02
184.00
9'39'37"
C31
48.54
184.00
15'06'51 "
C32
11.00
191.00
3*17'59"
C33
50.07
191.00
15*01'11"
C34
8.65
116.00
4'16'14"
C35
42.50
50.00
48'42'00"
C36
42.50
50.00
48'42'00"
C37
3.62
316.00
0'39'20"
C38
26.51
241.00
6*18'05"
C39
36.38
25.00
83'22'05"
C40
36.38
25.00
83'22'05"
C41
6.25
230.00
1'33'24"
100-Year
Flood LINE
TABLE
LINE
LENGTH
BEARING
FU
46.85
N79'24'29"E
FL2
20.16
N34'23'23"E
FL3
34.34
N19'21'55"W
FL4
38.47
N 41 '19'07"W
FL5
21.94
N28'37'08"E
FL6
40.31
NO2'29'26"W
FL7
14.26
N47'29'58"E
FL8
42.12
N86'25'30"E
FL9
44.26
N62'56'10"E
FL10
22.17
S80'54'46"E
FL11
11.91
N72'54'11 "E
FL12
13.85
S71'34'16"E
FL13
56.79
N70'10'27"E
FL14
19.29
N87'23'54"E
FL15
16.10
N45'00'36"E
FL16
50.16
N77'54'34"E
FL17
12.38
N45'00'36"E
FL18
13.25
S82'24'29"E
FL19
36.26
N52'51'47"E
FL20
22.90
N80'24'26"E
FL21
36.79
N51'46'33"E
FL22
16.64
N90'00'00"E
FL23
25.09
N29*15'27"E
FL24
17.54
N87'08'19"E
FL25
25.46
N49'11'41 "E
FL26
50.18
N06'00'40"E
FL27
18.22
N54'47'31 "E
FL28
42.91
N01 *10'10"E
FL29
26.36
N41'38'37"W
FL30
59.31
N08'29'31 "W
FL31
29.11
N 15'42' 50"E
FL32
14.86
N45'00'36"E
FL33
21.30
N09'27'56"W
FL34
26.12
N39'34'10"E
FL35
30.58
N23'38'12"W
FL36
23.66
N51'01'08"W
FL37
27.05
N60'57'14"W
FL38
39.09
N15'35'53"W
FL39
14.10
N53'51'05"W
FL40
35.29
N07'07'39"W
FL41
33.44
N45'00'36"W
FL42
10.55
S85'14'17"W
FL43
29.11
N21 *10'05"W
FL44
17.51
N36'52'46"E
FL45
19.26
N00'00'00"E
FL46
18.28
N16'42'17"W
FL47
16.07
N29'21'59"E
FL48
45.47
N23'51'28"W
FL49
31.74
N24'27'05"W
FL50
45.94
N07*40'10"E
FL51
47.80
N28'27'05"W
FL52
31.63
N 48'22' 35"E
FL53
27.18
N14*56'11 "E
FL54
29.98
S83'17'33"E
FL55
22.92
N43'27'43"E
FL56
11.39
N90'00'00"E
FL57
27.93
N41'11'45"E
FL58
24.85
N14'17'09"E
FL59
11.38
N22'37'37"W
FL60
38.25
N15'57'03"E
N-o')
100-Year
Flood LINE
TABLE
LINE
LENGTH
BEARING
FL61
23.56
N48'01'22"E
FL62
35.21
S84'17'29"E
FL63
23.82
N36'02'1 YE
FL64
28.59
N49'58'47"E
FL65
39.01
N09'02'33"E
FL66
19.68
N20'51'40"W
FL67
37.28
N09'27'56"E
FL68
24.22
g12'31'59"W
FL69
18.80
N62'14'59"E
FL70
32.26
N07'48'10"E
FL71
47.03
N24'11'12"E
FL72
105.12
N01'54'35"E
FL73
29.37
N26'34'23"E
FL74
15.76
N00'00'00"E
FL75
17.27
N30'28'28"W
FL76
18.41
N28'24'05"E
FL77
30.58
N23'38'12"W
FL78
24.77
N45'00'36"W
FL79
12.26
N00'00'00"E
FL80
20.43
S59'02'42"E
FL81
29.82
NO3'22'03"E
FL82
14.57
N32'44'40"E
FL83
64.30
N29'21'59"W
FL84
41.48
N07'16'39"W
FL85
80.49
N13'12'33"W
FL86
11.91
N53'58'56"W
FL87
77.45
N10'25'27"E
FL88
22.38
N30'35'17"W
FL89
21.67
N75'58'07"W
FL90
19.38
N18'26'27"W
FL91
40.43
N04'58'17"E
FL92
20.52
N39'48'56"E
FL93
41.63
NO2'24'43"E
FL94
21.54
N26'34'23"W
FL95
21.90
N73'44'43"W
FL96
16.64
N00'00'00"E
FL97
35.73
N36'02'13"W
FL98
18.41
S87'16'29"E
FL99
17.27
N30'28'28"E
FL100
22.77
N22'37'37"W
FL101
18.22
N35'13'37"E
FL102
10.21
S59'02'42"E
FL103
60.08
N18*42'18"E
FL104
12.63
N33'41'58"W
FL105
9.47
N56'19'09"E
FL106
16.82
S51'21'00"E
FL107
18.22
N54'47'31 "E
FL108
22.17
S09'05'36"W
1k Z'
The W 1W �JIMM
The
Planning Surveying
Landscape Architecture Urban Design
WLB Offices located in Tucson, Phoenix
Las Vegas, and Victor Valley, Ca
4444 Ecist Broc�dwc:3
GroupJLD Tucson, Arizona (602) 881-7480
100-Year
Flood LINE
TABLE
LINE
LENGTH
BEARING
FL109
45.96
N59'02'42"E
FL110
10.66
S80'32'27"E
FL111
37.15
S45'00'36"W
FL112
10.54
SO4'45'55"W
FL113
9.79
S79'41'55"W
FL114
50.40
S07'59'32"E
FL115
36.94
S31'26'19"W
FL116
52.72
S11'30'02"E
FL117
47.35
S03'10'51 "W
FL118
67.83
S11 *10'07"W
FL119
42.29
S27'06'1 YE
FL120
43.81
S02'17'29"W
FL121
13.37
N58'24'05"E
FL122
25.41
S01'58'32"W
FL123
26.45
S19'20'28"W
FL124
62.34
S10'31'28"E
FL125
26.63
S27'24'57"E
FL126
58.90
S05'07'09"E
FL127
19.68
S32'17'05',E
FL128
57.79
S00'52'06"E
FL129
10.21
S59'0242"E
FL130
35.47
S12'50'24"E
FL131
27.17
N 88'09' 11 "E
FL132
13.59
S14*56'11 "W
FL133
14.12
S82'52'39"W
FL134
23.66
S39'00'03"W
FL135
33.56
S07'29'54"E
FL136
27.87
S43'44'13"E
FL137
38.61
S03'54'07"E
FL138
20.67
S36'23'38"E
FL139
16.30
N59'18'33"E
FL140
20.50
S19'59'22"W
FL141
18.05
S50'54'57"W
FL142
14.04
S03'34'39"W
FL143
34.87
S38'53'39"W
FL144
87.75
S12'05'56"W
FL145
8.62
S23'58'12"E
FL146
48.25
S11'31'04"W
FL147
44.73
S03'22'03"W
FL148
11.21
S51'21'00"W
FL149
34.85
S26'53'42"W
FL150
9.47
S56'19'09"E
FL151
11.91
N17'06'30"E
FL152
13.02
S70'21'09"E
FL153
30.69
S03'16'18"W
FL154
19.58
S79'41'55"W
/ / / X
42.
/63,238 sq. ft.,
/ 1.452 acres'
100-Year
Flood LINE
TABLE
LINE
LENGTH
BEARING
FL155
19.44
S54'10'19"W
FL156
29.89
N84'57'34"W
FL157
23.58
S74'56'12"W
FL158
22.79
N87'47'53"W
FL159
26.34
S21'27'16"W
FL160
55.20
S41'47'40"W
FL161
48.56
S25'38'56"W
FL162
29.64
S71'02'09"W
FL163
31.21
S34'08'43"W
FL164
12.93
S28'18'33"E
FL165
19.12
S15'57'03"W
FL166
7.48
S69"27'02"E
FL167
48.47
S20'04'41"E
FL168
26.13
S50'27'01 "E
FL169
9.91
N45'00'36"E
FL170
25.53
S05'54'30"W
FL171
8.76
S53'08'23"W
FL172
38.77
S06'29'07"W
FL173
51.49
S05'51'29"W
FL174
70.28
S30'43'40"E
FL175
9.43
N68'12'20"E
FL176
32.97
S10'43'00"E
FL177
14.12
S07'07'39"E
FL178
50.19
S42'53'20"E
FL179
35.55
S09'55'47"E
FL180
22.99
�40'22'28"W
FL181
21.89
S16*15'56"E
FL182
35.46
S32'54'52"E
FL183
33.76
S46'35'12"E
FL184
43.92
SO4'34'32"E
FL185
39.16
S26'34'23"W
FL186
21.01
S00'00'00"E
FL187
13.85
S34'42'16"W
FL188
41.62
S22'15'22"W
FL189
13.84
S18'26'28"E
FL190
44.93
S33'04'47"W
FL191
38.71
S52'21'43"W
FL192
105.38
S71'20'43"W
t FL193
26.69
S41'01'08"W
FL194
19.14
S58'56'09"W
FL195
15.79
S86'49'17"W
FL196
18.58
S45'00'36"W
FL197
89.61
S68'12'20"W
FL198
82.68
S24'24'05"W
FL199
64.98
S37'20'34"W
FL200
8.80
N84'17'29"W
FL201
34.64
S20'43'56"W
N89'1S
(n CA
O
I V. V V
_p O
W
N
r..r.'
R=168.00 rr,
I :E
L=47.98 D
A=16'21'52'"
1
,
,rri
100-Year
Flood LINE
TABLE
LINE
LENGTH
BEARING
FL202
30.09
S08'22'08"E
FL203
55.28
S40'30'46"W
FL204
16.16
S77'32'16"W
FL205
14.90
N 85'44' 17"W
FL206
29.48
N52'48'06"W
FL207
17.93
N75'58'07"W
FL208
25.60
S80'13'15"W
FL209
23.79
S71'54'08"W
FL210
20.62
S47'34'26"W
FL211
30.18
S53'48'00"W
FL212
22.80
S34'54'43"W
FL213
9.58
S39'28'56"E
FL214
18.33
S67'42'03"W
FL215
47.75
S81'30'23"W
FL216
21.87
N72'39'06"W
FL217
22.68
N32'28'49"W
FL218
25.03
N17'10'54"W
FL219
38.72
N 01 '55' 53"E
FL220
18.48
N28'04'51"E
FL221
12.24
N06'07'04"E
FL222
16.89
N34'31'04"W
FL223
21.53
N81 *52'22"W
FL224
22.26
N12'24'42"W
FL225
22.96
N52'42'21 "W
FL226
12.24
N16'30'36"W
FL227
34.58
N01'26'30"E
FL228
45.31
N26'49'09"W
FL229
48.49
N07'51'21 "W
FL230
12.20
N04'05'1 YE
FL231
27.08
N60'08'59"W
FL232
55.81
N75'06'08"W
FL233
17.48
N 51 '19'47"W
FL234
14.00
N25'46'38"W
FL235
17.36
N22'04'30"W
FL236
14.77
S47'23'45"W
FL237
35.80
S24'23'38"E
FL238
41.84
S52'11'1 YE
FL239
34.75
S44'30'11 "E
FL240
17.05
S52'15'46"E
FL241
30.13
S20'16'20"E
FL242
45.06
S16*15'16"E
FL243
22.27
S3B'40'11"E
FL244
63.98
S27'05'44"E
FL245
18.17
S06'52'20"E
FL246
12.61
S43'36'46"E
FL247
10.90
SO4'34'32"W
FL248
20.23
S28'13'32"E
FL249
16.89
S34'31'04"W
FL250
18.78
S05'18'59"E
.�N" t N89'27'32'E
001mv 32.73'
N88'26'34'E i i'
424
50,264 sq. ft.
1.154 acres
�I N
O N
rn _.
Im R=132.00
L=92.95
4 A=
Y1
SEE SHEET 6
N
N
O
Z
10
425
43,652 sq. ft.
1.002 acres
100-Year
Flood LINE
TABLE
LINE
LENGTH
BEARING
FL251
28.20
S25'35'06"E
FL252
15.99
S45'00'36"E
FL253
11.71
S15'04'25"E
FL254
11.28
S62'27'19"E
FL255
11.87
S28'27'05"E
FL256
12.68
N84'05'45"E
FL257
12.93
S70'21'09"E
FL258
23.79
N71'54'08"E
FL259
40.56
N85'41'49"E
FL260
15.83
N20'55'52"E
FL261
61.17
N46'52'49"E
FL262
41.49
N56'59'07"E
FL263
16.53
N90'00'00"E
FL264
29.41
S51'36'53"E
FL265
16.94
S80'30'30"E
FL266
27.40
S63'58'34"W
FL267
16.48
N66'15'28"W
FL268
12.43
N14*02'28"W
FL269
23.71
N75'15'41 "W
FL270
21.15
S86'43'50"W
FL271
16.73
S64'22'01 "W
FL272
18.71
S88'09'11 "W
FL273
9.36
S14'56'11 "E
FL274
20.51
N90'00'00"E
FL275
26.51
S78'10'57"E
FL276
9.54
N71'34'16"E
FL277
23.21
S24'34'29"E
FL278
9.05
N53'08'23"E
FL279
16.41
S72'54'10"E
FL280
23.54
N88'31'54"E
FL281
15.51
N76'30'32"E
FL282
24.45
S74'15'15"E
FL283
38.82
S44'22'49"E
FL284
12.67
N90'00'00"E
FL285
21.35
S47'18'02"E
FL286
33.05
S68'35'38"E
FL287
16.09
S12'59'56"E
FL288
66.21
S30'04'38"E
FL289
23.42
S11'53'34"W
FL290
22.24
S12'31'59"E
FL291
40.47
S79'41'55"E
FL292
43.50
N56'19'09"E
FL293
20.28
S59'37'47"E
FL294
47.43
S16'15'04"E
FL295
32.06
S48'49'26"E
FL296
69.94
S15'00'00"W
FL297
25.09
S09'41'32"E
FL298
44.71
S86'54'25"E
FL299
59.06
S05'16'33"E
FL300
8.97
S42'17'01 "W
FL301
37.64
S68'22'34"E
FL302
22.89
S7134'16"E
FL303
22.39
N75'58'06"E
FL304
26.94
N34'03'19"E
FL305
47.13
N71'20'21"E
FL306
36.20
N90'00'00"E
0' 40' 801, 1209
6e%mmmmml NOTE: SEE SHEETS 16-18 FOR DETAILS OF THE "AREA OF 25% SLOPE"
100-Year
Flood LINE
TABLE
LINE
LENGTH
BEARING
FL307
27.17
S02'32'44"W
FL308
9.82
S42'31'14"E
FL309
37.98
N20'27'22"E
FL310
26.50
N41 *19'07"E
FL311
14.51
S73'04'41 "E
FL312
26.78
S07'46'04"E
FL313
14.03
N64'32'40"E
FL314
21.53
N11 *18'50"E
FL315
26.10
N56'19'09"E
FL316
16.73
N25'38'56"E
FL317
24.03
N61'30'46"E
FL318
22.12
N25'52'27"E
FL319
16.90
N87'57'19"E
FL320
21.79
N4138'37"E
FL321
40.07
N71'34'16"E
FL322
22.61
N43'55'45"E
FL323
19.39
S84'38'46"E
FL324
36.55
N 41 '19' 46"E
FL325
14.53
S85'14'17"E
FL326
30.49
N62'56'10"E
FL327
24.76
NO2'47'37"E
FL328
27.84
N60'06'35"E
FL329
24.92
N83'02'58"E
FL330
103.70
N43'21'36"E
FL331
20.06
N74'17'48"E
FL332
19.08
S71'34'16"E
FL333
13.25
N59'56'24"E
FL334
21.33
S81'52'22"E
FL335
29.87
S43'22'24"E
FL336
54.21
N73'11'03"E
FL337
32.93
S76'13'23"E
FL338
53.85
S41 *22'37"E
FL339
42.50
S34'36'06"E
FL340
47.70
S13'09'43"W
FL341
13.05
S56'19'09"E
FL342
21.75
S86'49'17"E
FL343
27.38
S07'35'50"W
FL344
25.77
S73'41'30"W
FL345
20.55
S49'46'25"E
FL346
21.18
S19'59'22"E
FL347
16.60
S70'54'46"E
FL348
15.46
S20'33'45"W
FL349
24.44
S15'45'23"E
FL350
17.07
S81'52'22"E
FL351
47.88
S22'12'38"E
FL352
19.28
S69'52'13"W
FL353
27.09
S11'33'51"E
FL354
19.70
S49'58'47"E
FL355
18.15
S74'34'59"E
FL356
22.45
S06'10'20"E
FL357
57.39
S56'09'08"E
FL358
20.64
N52'08'05"E
FL359
67.09
S50'39'58"E
FL360
32.24
S07'31'35"E
FL361
18.74
N86'18'36"W
FL362
49.87
S55'21'29"E
FL363
12.43
S14'02'27"W
FL364
16.41
S36'02'13"E
FL365
45.03
S39'01'45"W
FL366
20.49
N76'22'39"W
FL36 7
24.76
S67'49'00"W
FL368
30.16
S00'00'00"E
N85'14'11T
�1241<
�J
w
LLI
'�sy9• cn
Lv
LJ
m
426
A�
N CO ci4
51,504 sq. ft.
� 1.182 acres
OV12-03-34
FINAL PLAT FOR STONE CANYON VII
RANCHO VISTOSO NEIGHBORHOOD 11
LOTS 404 THRU 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARI Z.ONA
MAY, 2005
SCALE: 1" = 40' 185050-A-31N-0105
SHEET 7 OF 19
L BOOK PAGE
BOOK I PAGE
BOOK PAGE
BOOK PAGE �
'58,036 sq. ft. -5 \ �, SEE SH T 10 -
1.332 acres/ o R=316.00 �; 4? r /-Zaoe"�,�5p0
r
0 o L=96.96 1734 47 w �,
vs 'o \ DRAINAGE o�
-,' _� 5.06 51 STONE R-250' N
n EASEMENT BEING = / 8
f� Ri2p� pp �29„16 45
a N07 22 25 E GRANTED BY
17.76 THIS PLAT
6 g'
�_\a R=116.00
u N 20.62' = 6
L-85.20 �� R• � 1
-� Cr)— A=42'05'00'
ev
42'�6'pg"
5.35
N85'21 54 E R=1 o0 0 =45.45'
�.---53.87 , _ 4= 73 4S 0 C� oo2� .
15.35 - 2•os, •./ 8\j�
6 ' 6 5.14' 0oro'`
ti s c�`U `°
- 22.75'� � �� S�. �6 / �F, � / '22.50' DRAINAGE
S07'21 54 W ,3�. h / EASEMENT BEING
29.49'J I N8273 06" DRAINAGE \ 660� o6F \ R- 84.00 , / �h`��'��rk� '� �16 .0 `�� GRANTED BY
N W SEMENTS BEING �, a�1 Q�3 `°'Ft ,�p0., 08 TH S PLAT
GRANTED BY �. \ ,� 7 4 3 4 0 0 010
DRAINAGE 14 0 CO) J -- THIS PLAT \' ? O' ��00 o� / 0 D
� 26.70' � �� 00 � = f 30.14
EASEMENT BEING N � ��' 0 27 r\ Ft272 ����� 210.. `y � �16 0- • 30 15' DRAINAGE GRANTED BY I n 03 • • . 0 i
THIS PLAT 14 D0 "� a/ ,� ` �74 .. �L2)5 16 •,� \ \'I 36.91 A =6�•3 EASEMENT BEING
483
v �► • �.. F\ , �6 GRANTED BY '
59,652 sq. ft. o THIS PLAT i
1.369 acres N ry / ��
DRAINAGE o
CO
EASEMENTS BEING \ o - 39 ' • . ,� �^ /
�o o / �j GRANTED BY
O ao ii THIS PLAT / / 39 /
/ 87,220 sq. ft. /
2.002 acres' /
.29
w
WLij
.T �-1 � �� � 2,�50, F
WC\,
/
v
/(b
/h .` 4 O •h
/
"
CID �� / 6•
a 0 l !i)
10' P.U.E.
o o It 1106,750 sq. ft.
—do J 4 /2.451 acres/
II C p�co
a
oit
ld
olll 1 �s P
Aa
M
It
I
16' 16_
I C" I
o
k I r
u 1 F
L0
F— �
LP
_
�4,
CP l l f
� r, �� � 1 ,89 sg, ft.
C / 2. 7 cre >
WLLJ •�
o F o F
�$ rJ1
The WV 7W IV% Engineering Planning Surveying
Landscape Architecture Urban Design
WLB Offices located in Tucson, Phoenix
WLas Vegas, and Victor Valley, Ca
4444 East Broadway
Group Tucson, Arizona (602) 881-7480
152,309 sq. ft.
3.497 acres
100— YR FLOOD
PLAIN LIMITS
464
68,161 sq. ft.
1.565 acres
X
SEE SHEET 8
0' 40' 80' 120'
NOTE: SEE SHEETS 16-18 FOR DETAILS OF THE "AREA OF 25% SLOPE"
X
(N
N CA
Cr+ to
Ito
12214
JACK A.
BUCHANAN
2
4517
173,011 sq. ft.
3.972 acres
4651
97,601 sq. ft.
2.241 acres
w
z
0
i
z
0
z
Q
2
W
i
0
0
Ln
00
,OV12-03-34
FINAL PLA T FOR STONE CANYON YII
RANCHO VISTOSO NEIGHB014'HOOD 11
L 0 TS 404 THR U 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA SHEET 9 OF 19
MAY, 2005 SCALE: 1" = 40' 185050—A-31 N-0105
L_ BOOK PAGE
BOOK PAGE
BOOK PAGE
BOOK PAGE
LiJ
W
2
V)
W
,W
V J
z
0
Y
�F
J I
Cr
rn
cr
00
0o
N6>�� 49'
N8952'48'E
45.17'
OPEN SPACE
NSB� 2�
iSBa�
;LJ
CN
0
z
432
54,623 sq. ft.
1.254 acres
z
0
N N
O bo
o �
rn
>
m
�95
ha
70.14'
23.03'
N06'36'49
2640.11'
433
43,565 sq. ft.
1.000 acres
NS0�9'
,69
6•
430
63,271 sq. ft.
1.452 acres
PINTA COUNTY
Th e WV r Engineering Planning Surveying
Landscape Architecture Urban Design
WEB Offices located in Tucson, Phoenix
WLas Vegas, and Victor Valley, Ca
4444 EcDst Broc3dwc-3y
Group Tucson, Arizona (602) 881-7480
434
48,853 sq. ft.
1.122 acres
R=1 20.00
L=1 6.22
A=7'44'32.
�I
/ i - r
u s
1 d AI y [f ° r
GLO BRASS DISK
5'
i
437
N89W240E
664.96
rjg�?77
438
46,645 sq. ft.
1.071 acres
F�601 F(6�
46,792 sq. ft. F1602
' 1.074 acres 24 593
436 R-� 2 43 5
N87.07'18"E /,,,'/ �, / / / - V,15
.,. ' ,
0.32 C1 ` \O 46,390 sq.'ft.� �a 9 3 5,�, 95�'
o % 1.065 acres R ' 4.B8
3'1 \
825.00 2 /
z • S8871'56"E 4 `l 8 0 0
IQ4o.s ° 435
2
\ A ,9
2 �p \ 48,829 sq. ft.
• 1.121 acres
36 PRIVATE ACCESS &
PUBLIC UTILITY aDRNINAGE EASEMENT
EASEMENT BEING GRANTED ��� o BEING GRANTED BY
BY THIS PLAT
o THIS PLAT 6�0 �60� R6pg
1 w
I No l 1 0- R=30.00' 7.00' 0 0
00 \ L= 39.30 Fs�
I N �I R=226.00 n N z
FL620 — 2� S� S6S0 F \
1
boo, /D,49'02'59. R_10'
R,5 0 ._0 0 L=20.48 �
,42.80
� � •p1�6 , /
��601 00 1 �0
�� '21F �l Nl6.Og5=43.62'— R-542 `� 4
10 P.U.E. - _ 2 9.3 4 02 _ �•'L N \
_ \
,� 2 4.37 � 3�6 � R� - S89'48'36"E� � � 27.3T \�
0 fT
0 0 �o�� / / 0 00 9 ' g , — 73. 94' `Ssr �R�S8*4/8 36 E (\6o `C
� 3 , � ,ti�� oo , � s �_��- � tl ,sg
5'
cn w w =15.15 FL613FL 614
R_5 % s st
431p00
�2
00
L=64.26 R=404.00' L=134.
49,286 sq. ft. 6 QO L,, =1 8 47 04" . — — 2°�• ( I /
- D,
y
1.131 acres R�� 93 26 `r N �� _- SVT o S8T14'19"E R=434.00 Z 0 Q� ' �' SO Fi; P I.
a• 29 , g 4, _ ,o - L=123.85 - 218.45 - - ;� 8 0 • -- AC �b'C ��
10' P.U.E=16�1'03" --- 434 00 `� 0° 9 l2 4 'Lt T j
D_ L=36.23'-48.17' R- - 4 0 5 5 6 Oq
R =1 8 0 .0 0 3 g D 40 -55INV
F YN A
1 N.A.E. L-54 01 R-450.00 L-321' R��6 a�9 / i...
R ;�j93 �•=18-4704• �'���, a /�Y S
2 9 D
�0� D 6 4 : 0-
`4
� 3"
• h R y8,,� `4 6 0 = 4 6 6.0 0 /
�Aco� oo ,3 4 d556 - _. R_168.8118.
MP -20 45Ql-
h
445
78,144 sq. ft.
1.794 acres
SEE SHEET 10
10' P.U.E.
0' 40' 80' 120'
NOTE: SEE SHEETS 16-18 FOR DETAILS OF THE "AREA OF 25% SLOPE"
12214
JACK A.
BUCHMM
J
124,170 sq. ft.
.2.851 acres
W
W
S
W
'W
V J
3
v
I
a
w
0
c
w
z
0
/
z
0
z
W
z
/
0
to
0
00
/
Z
OV12-03-34
FINAL PLAT FOR STONE CANYON VII
RANCHO VISTOSO NEIGHBORHOOD 11
LOTS 404 THRU 485 do COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
MAY, 2005 SCALE: 1" = 40' 185050—A-31N--0105 SHEET 11 OF 19
BOOK PAGE
BOOK PAGE
Engineering Planning Surveying
Th etz Landscape Architecture Urban Design
WI Offices located in Tucson, Phoenix
IF m Las Vegas, and Victor Volley, Ca
= j , 4444 Ecist Broodvvoy
Group Tucson, Arizona (602) 881-7480
r% r r— e% i i r— r -r- n-7
0' 40' 80' 120'
6?%mmmm NOT
rL4.JU I Ly.Sy I N6.5"2b 55 L
SEE SHEETS 16-18 FOR DETAILS OF THE "AREA OF 25ov SLOPE'
I rL4yL I Iy.Ly I 51U.SL 54 L
I r LDDI+ I I J. / U I N,5 / 10 4y L J
3
'D
N
I
a_
w
v
c
n
w
z
0
Cn
/
z
0
z
Q
U
2
W
Z
O
U'')
O
co
OV12- 03- 34
FINAL PLAT FOR STONE CANYON VII
RANCHO VISTOSO NEIGHBORHOOD It
LOTS 404 THRU 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARI ZONA
MAY, 2005 SCALE: 1" = 40' 185050—A-31N-0105 SHEET 12 OF 19
� BOOK PAGE
BOOK PAGE
-11
r1.�Z
H
w
w
w
w
f�
„ 107,705 ft.
2.473 acres
WOO' T.E.P.
EASEMENT BEING
GRANTED BY
THIS PLAT
.v
1
SEE SHEET 14
451
R=1
— _ �29 j . 00 87,835 sq. ft.
= 7 1 3 56 2.016 acres
8 ?6 \
— R�150
0
L =1 g� 0 \
VN \ / _
S00 63°° L , 3 • 0
R=148.96 = 1.�•501
L=78.08 •
0 =30'01 53 �
NCO s ,
`4tig;
_ �, /
/ A F 0
o- F
1 FL 0
S�
p. SOS\
•�' �� a � 6,°p0 00 30
III 1
? ¢ / \'Q�`� SS g s�3'lg' Syr\ • 00
®�OS ' 18 E jt� S
00 30 00.
• 61 R,
CR"B s8 '' -
09*-LP c�
149,063 sq. ft.
3.422 acres/d �6`S0
sot oczjf
I 0 ----
r h �h
F 0 cr ,
fL P �\o
O�h �
• Cis \ Q /� O
0.
.0
2c
2'arm
10' T.E.P.
EASEMENT BEING
GRANTED BY
iFIIS PLAT
Engineering Planning Surveying
Th e Landscape Architecture Urban Design
WLB Offices located in Tucson, Phoenix
Las Vegas, and Victor Valley, Ca
Al4444 Ernst Brocidvvc:iy
Group Tucson, Arizona (602) 881-7480
I, 35 � .�9 • j / Sp
w /
20.00'
100-YR FLOOD LINE
467
167,772 sq. ft. 4,
3.852 acres , o
FL361 ' V
I •��
0' 409 809 120"
6?%mmmmml
NOTE: SEE SHEETS 16-18 FOR DETAILS OF THE "AREA OF 25% SLOPE"
80,618 sq. ft.
1.851 acres,
T
UNSUBDIVIDED
149,333 sq. ft. N_
3.428 acres
3
r2
I
L.�
O
C
l.�
W
z
0
Ln
/
z
0
z
Q
i
w
z
/
0
00
/
Z
OV12-03-34
FINAL PLA T FOR STONE CANYON VII
RANCHO VISTOSO NEIGHBOI?HOOD If
12214 LOTS 404 THRU 485 do COMMON AREA A
JACK A.
UC BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY ARI ZONA
� SHEET 13 OF 19
MAY, 2005 SCALE: 1" = 40' 185050—A-31N-0105
�_ BOOK PAGE
�
BOOK PAGE
SEE SH T 15
w
W
S�j
G
LINE TABLE
BEARING
S01 *44'11 "E
S23'44'09"E
S01'38'14"W
S48'30'49"E
S24'49'41 "E
S00'54'35"W
S12'23'59"W
S41'30'23"E
S27'54'20"E
S14'02'27"E
S02'56'12"W
S21'35'27"E
S42'22'03"E
S0236'12"W
S19'17'47"E
S05'31'46"W
S16'55'59"E
S56'44'04"E
S21'25'11 "E
S02'27'49"E
S40'36'40"W
S35'00'05"E
N86'49'17"E
S72'17' 10"E
S35'41'16"E
N68'00'57"E
S26'34'23"E
S16'45'21 "W
S30'58'21 "W
S01 *16'24" W
S21'48'30"W
S26'34'23"E
S32'26'12"W
N84'48'27"E
S19'59'22"E
S40'06'39"W
S61 '56'09"W
S16'42'17"E
N 62'06'39"E
S74'45'00"E
S05'31'46"W
S21'48'30"E
S02'23'12"W
S29*39'31 "E
S70'33'58"E
S10'47'17"W
S43'06'03"E
S88'05'30"E
N68'45'23"E
S12'05'56"E
S11'18'50"W
S24'46'58"E
N75'15'41 "E
S45'00'36"E
S19'39'36"W
S59'02'42"W
Si 1'00'01 "W
S3830'37"E
N79'41'55"E
S15'25'38"E
S72'54'10"E
S23'30'21 "E
S21'02'39"W
SO4'45'55"E
S23'38'12"W
SO4'58'17"E
S28'44'54"W
S52'55'01 "E
S10'26'39"E
OV12-03-34
FINAL PLA T FOR STONE CANYON VII
RANCHO VISTOSO NEIGHBORHOOD 11
L 0 TS 404 THR U 485 do COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARI:ZONA
/
0
/
w
z
0
U)
/
z
0
z
U
c�
w
z
0
u-)
0
00
MAY, 2005
SCALE: 1" = 40' 185050-A-31N-0105 SHEET 14 OF 19
� BOOK PAGE
BOOK PAGE
N89W24'E 664.98'
11 ;� � -- -- -- -- -- N89050'24"E 1965.55' -- --
439
49,437 sq. ft.
1.135 acres
V61,a,,
30' DRAINAGE
EASEMENT
BEING GRANTED
Ory� BY THIS PLAT
Sg \
-85.00
R=10 ( ;
L=20.48' 3 7 2 9 19.93' N8876'S4�E
540
196.74'
771
No.
�"
0
\ 2'x10' T.E.P.
EASEMENT BEING
6`E R)60 o GRANTED BY
69.s�o THIS PLAT
s� 440-
43,618 sq. ft.
1.001 acres
W 36' PRIVATE
�� ACCESS do PUBLI
,� p p Q UTILITY EASEMEN
os;s R9�HrA BEING GRANTED
LL! 6 • 38-03. (,'� BY THIS PLAT
LLI \ 29 68•
to \ 'IN
LIP
O /�s
r
W �s tom`
� OD 1
co
r
w
w
s
rn
o
to N01 *56`1�n
o !� I 20.21
v- � DRAINAGE\
a 0 EN / �o^ EASEMT
BEING GRANTED
G' BY THIS PLAT
5685� 18 �,
/ 2'x10' T.E.P.
EASEMENT
�• BEING GRANTED 4 41 �7?4 BY THIS PLAT /
_o I 3F
Q
CIV
z4� ` 4 p �l � PRIVATE
5•/ NHS. 00 �� SEWER
3g EASEMENT
BEING GRANTED
BY THIS PLAT i
W
C.,iv , .
Th le V 1 1 Engineering Planning Surveying
Landscape Architecture Urban Design
WLB Offices located in Tucson, Phoenix
Las Vegas, and Victor Valley, Ca
4444 East Brocudvvc�y
G r o u pJLM Tucson, Arizona (602) 881-7480
\'4j
U.NS U.B D I V I .I ED
no 0' 40" 809 1209
ME ?No
SEE SHEET 14
GLO BRASS DISK
FOUND CORNER
SECTION 14
I
I
O
O
0
w
O '
M i
N
rn
W
O
W
I
GLO BRASS DISK
FOUND 1/4 CORNER
SECTION 14 OV12-03-34
x FINAL PLAT FOR STONE CANYON VII
RANCHO VISTOSO NEIGHBORHOOD > 1
L 0 TS 404 THR U 485 & COMMON AREA A
12214� BEING PORTION OF SECTION 14
J" a T.11 S., R.13E., G. & S.R.M.,
BucHAww o TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA
MAY, 2005
SCALE: 1" = 40' 185050—A-31N-0105 SHEET 15 OF 19
BOOK PAGE
BOOK PAGE
� BOOK PAGE
7
BOOK PAGE
1
422
1
421
Aik
424
SHADED
419
S
- -
NBL507 /\NBL506
Ni 10
/4W12
ti 1�NBL514 432
�g�NBL519
NBL51i L7�
50 — —MX719 /NBL717
NBLJ18��
433 434�
DWAY "F" a t �
431 1 1
IJ
es'r-o l ,
Of
430
/NeL53s rimyµ
NBL /
WL
"BL54NBLW/
1 429
NBL555�
i
'Afti23
—AlNBL1Z5 126127J. \
425��
428 NBL1 130
426
ike,
WiNO`( NBI.I
CACTUS _
10 427 0 I 446�
420 '�Q,��►�
STONE
f �- `l4
/fir --- mu-n.
._._ 447
NU93�/
/�NBL695
JJ/
/\ NBL697
71ps
2%
437
,j3fi--ra7W
W.5* \-i574
/NBL572
445
Aq%
2
BL.�s2 438 ;7/*
39NelssaWWI 79
u� a=_
W-NBL705' / NNBL610
MR M4 436 ems,,
435
-11BL6o7
p�,CE
443 1=
4446 0-60, 1
y 46L.602
�; NBL.600
A ,
Mir
NBM
480 / 1$167%Lana `r�pNc —
418 '�
483°
m
10o� NBL208
c, _AV\. 459 q
58�
CO \WL195
WL
NBL162 �/ W199� 'ML197
1Go /
�ti.
4"i
lillm417
The WV rW W% Engineering Planning Surveying
Landscape Architecture Urban Design
WEB Offices located in Tucson, Phoenix
Las Vegas, and Victor Valley, Ca
Groupw 1 4444 East Bro(Ddwc3y
Tucson, Arizona (602) 881-7480
�j
460 t �op
?SEE E
16
of 100' 200" 300"
6?%mmmmml
� 440 I�
�MB1663—�l� 66,I�1661
o
L61
NBLE18 / \Mum
NB1.619' /
NBL620
NB621 . NBL655
NBI.B3N jN�.6I:-
442
mum
NBL637
l
f �
441 �NBLB46
—NBLb45
W11-1154��mlrm
►:PIZ ►�418 *sl7 �k�5
MOB\
449 l
�I 450 J N&4W
i M 486
NBL4 l
451
T01 C4
t�426� ,�� � NBL477�
111111 39 kb to
�N&4*57
NBL429� j / "438 NBL437 \ '�i / 452 _
NeL4,�o��NBL±�1
O�Pv PLACE
/453
�I
\--1&445
Aq4l� 456
ESHEET 18to
N"-Z
/---\
3
a_
0
w
z
0
z
0
Z
Q
w
z
0
CD
LO
Co
►NBL465 --" L462
455 454 � 4611
ML' O460
hot W+5' SEE SHEET 18
OV12-03-34
FINAL PLA T FOR STONE CANYON VII
RANCHO VISTOSO NEIGHBORHOOD 11
LOTS 404 THRU 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARI ZONA MAY, 2005
SCALE: 1" = 100' 185050—A-31N-0105 SHEET 17 OF 19
L BOOK PAGE
BOOK PAGE
TW � L sring Planning Surveying
TheWVLandscape Architecture Urban Design
WLB Offices located in Tucson, Phoenix
Las Vegas, and Victor Valley, Ca
4444 East Broadway
GroupwiLm Tucson, Arizona (602) 881-7480
0' 100' 200' 300'
E I 6im%mmmmll
3
7
a0
I
a
t�
0
c
i�
n
w
z
0
/
z
0
z
Q
U
C.�
W
Z
O
O
LO
co
OV12-03-34
FINAL PLAT FOR STONE CANYON VII
RANCHO VISTOSO NEIGHJ90RHOOD 11
LOTS 404 THRU 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARI ZONA
MAY, 2005
SCALE: 1" = 100' 185050-A-31N-0105 SHEET 18 OF 19
BOOK I PAGE
LINE TABLE
LINE
LENGTH
BEARING
NBL1
24.56
S46d27'24'E
NBL2
66.22
S64d48'24'E
NBL3
60.20
S84d24'09'E
NBL4
28.24
S45°00'36'W
NBL5
79.94
S10°09'28'W
NBL6
51.60
S41919'07'E
NBL7
35.54
S07°35'50'E
NBL8
26.83
S23°12'21'W
NBL9
44.72
S13°40'33'W
NBL10
27.72
S53°37'31'E
NBL11
30.73
S29°16'04'E
NBL12
32.91
N32°00'03'E
NBL13
34.57
N80°13'15'E
NBL14
46.19
S82°41'48'E
NBL15
30.20
N76°30'32'E
NBL16
19.12
N42°31'14'E
NBL17
44,87
N06°00'40'E
NBL18
31.92
N83°39'43E
NBL19
30.20
S76°30'32'E
NBL20
35.25
N90°00'00'E
NBL21
54.76
S67°17'34'E
NBL22
36.58
S47°36'45E
NBL23
48.21
S02°47'37'E
NBL24
33,88
S33°41'58'W
NBL25
22.07
S25°12'32'E
NBL26
29.38
S02°17'29'W
NBL27
43,65
S23°48'48'W
NBL28
28,29
S48°22'35'W
NBL29
34.71
S66°02'42'W
NBL30
88.11
S73°44'43'W
NBL31
49.98
S60°25'51'W
NBL32
42.71
S31°30'48'W
NBL33
41.52
S08°07'58'W
NBL34
59.65
S26°30'56'W
NBL35
69.86
N75°02'11'E
NBL36
40.94
NO2°51'48'E
NBL37
66.36
N56°19'09'E
NBL38
79.85
N50°12'15'E
NBL39
120.99
N59°32'36'E
NBL40
51.11
N00°00'00'E
NBL41
69.54
N24°18'43'E
NBL42
95.32
N54°36'53'E
NBL43
32.78
S86°25'30'E
NBL44
48.47
N27°39'15'E
NBL45
55.25
N51°01'08'W
NBL46
68.09
N41°21'28'E
NBL47
24.53
N00°00'00'E
NBL48
51,60
N33°41'58'W
NBL49
43.33
N70°42'58'W
NBL50
61,01
N76°26'03'W
NBL51
69,56
S88°18'57'W
NBL52
49.42
S65°33'49W
NBL53
47.73
S46°44'45'W
NBL54
28.67
S07°37'49'W
NBL55
18.89
S50°19'49'W
NBL56
22.14
S08°58'33'W
NBL57
18.60
S68°12'20'W
NBL58
23.32
N69°46'54'W
NBL59
45.89
S72°28'49'W
NBL60
16.36
N39°17'57'W
NBL61
13.86
N04°45'55E
NBL62
20.41
N73°36'57'W
NBL63
204.38
N14°21'15'W
NBL64
43,34
N16°59'47'E
NBL65
56.71
N77°05'49'E
NBL66
31.62
N56°53'52'E
NBL67
38.84
N11°58'49'E
NBL68
28,80
NO2°17'29'W
NBL69
33.56
N05°54'30'W
NBL70
29.91
N11°05'51'E
NBL71
25.15
N74°03'36'E
NBL72
45.63
N79°49'41'E
NBL73
85.44
N52°40'35'E
NBL74
26,28
N28°49'09'E
NBL75
33.88
N09°47'09'E
NBL76
55.46
N41°38'37'E
NBL77
47.72
S81°40'38'E
NBL78
52.62
S66°48'31'E
NBL79
24.21
N87°16'29'E
NBL80
34.51
N64°17'52'E
NBL81
28.87
N23°30'21'E
NBL82
56.60
N04°40'07'W
NBL83
65.93
N28°08'23'W
NBL84
57.25
N15°09'33'W
NBL85
54.07
N63°26'35'W
NBL86
40.42
N19°59'22'W
NBL87
31.42
N08°25'48'E
NBL88
27.37
N75°23'02'E
NBL89
17.58
S58°24'05'E
NBL90
27.73
S85°14'17'E
NBL91
24.91
N56°19'09'E
NBL92
52.61
N23612'21'E
NBL93
36.35
N10°57'28'E
NBL94
84.79
N10°10'09'E
LINE TABLE
LINE
LENGTH
BEARING
NBL95
34.02
N66°02'42'W
NBL96
29.61
N76°30'32'W
NBL97
46.08
N12°59'56'W
NBL98
65,63
N01°00'20'E
NBL99
63.40
N29°21'59'E
NBL100
28.01
N09°27'56'W
NBL101
71.24
N45°20'15'W
NBL102
187.71
N48°59'22'W
NBL103
34.96
N17°14'50'W
NBL104
71,61
N04°36'44'E
NBL105
66.46
N24°34'29'W
NBL106
35.31
N19°01'54'E
NBL107
76.68
N41°21'28'E
NBL108
76.23
N14°52'50'E
NBL109
56.02
N09°27'56'W
NBL110
28.88
N85°25'40'W
NBL111
28.60
N40°06'39'W
NBL112
39.78
NO3°19'08'E
NBL113
41.91
N37°11'40'E
NBL114
32.77
N71°34'16'E
NBL115
35.87
S84°28'28'E
NBL116
63.98
S30°15'55'E
NBL117
33,21
S56°19'09'E
NBL118
62,45
N84°42'42'E
NBL119
71,81
S74°11'10'E
NBL120
152.98
S64°36'00'E
NBL121
4110
S78°41'38'E
NBL122
37.30
N81°07'21'E
NBL123
71.59
S78°52'29'E
NBL124
26.26
S52°08'05'E
NBL125
46.29
S84°17'29'E
NBL126
125.66
N87°22'28'E
NBL127
69.11
N79°26'33'E
NBL128
172.59
S65°09'09'E
NBL129
102,52
S88°42'47'E
NBL130
27.83
S65°33'49'E
NBL131
43.96
S45°00'36'E
NBL132
47.52
S11°10'40'E
NBL133
34.71
S05°4245'W
NBL134
78,43
S49°46'25'W
NBL135
39.57
S81°38'13'W
NBL136
36.14
N59°21'29'W
NBL137
37.97
N14°02'28'W
NBL138
32.25
NO2°02'46'W
NBL139
34.35
N50°27'01'W
NBL140
21.91
S86°59'18'W
NBL141
74.85
S75°45'17'W
NBL142
44.85
S48°07'56'W
NBL143
46.96
S11°18'50'W
NBL144
38.15
S05°11'46'W
NBL145
109.39
S01°12'23'W
NBL146
25.28
S30904'38'W
NBL147
19.68
S69°27'02'W
NBL148
76.56
N83°05'28'W
NBL149
49.10
S85°02'39'W
NBL150
31.99
S59°45'08'W
NBL151
40.16
S27°18'28'W
NBL152
23.14
S05°42'45'W
NBL153
74.30
S40°36'40'W
NBL154
92.85
S17°19'02'W
NBL155
42.28
S60°39'03'W
NBL156
38.11
S25°01'29'W
NBL157
51,92
S03948'55'E
NBL158
20.76
S33°41'58'E
NBL159
29.52
S69°27'02'E
NBL160
30.03
N85°36'10'E
NBL161
52,13
N46°48'00'E
NBL162
52.99
N88°45'18'E
NBL163
32.01
N52°18'56'E
NBL164
42.01
N09°27'56'E
NBL165
37.64
N23°26'10'W
NBL166
60.42
N30°58'21'E
NBL167
71.44
S88°09'11'E
NBL168
51.11
N75°39'20'E
NBL169
28.81
N87°42'37'E
NBL170
63.00
N71°54'08'E
NBL171
81.81
NO2°25'13'E
NBL172
50.70
NO2°36'12'W
NBL173
51.56
N60°34'52'E
NBL174
36.15
N37°14'40'E
NBL175
27.73
N85°14'17'E
NBL176
59.84
S59°59'25'E
NBL177
85.34
S86°54'25'E
NBL178
39.62
N54°28'19'E
NBL179
44.31
N65°26'26'E
NBL180
43.99
N42°53'20'E
NBL181
26.96
S70°01'24'E
NBL182
20.75
S03°10'51'E
NBL183
35.46
S13°08'18'W
NBL184
54.12
S23°50'46'W
NBL185
23.02
S00°00'00'E
NBL186
28.43
S21022'39'W
NBL187
47.33
S18026'28'E
NBL188
18,46
S86°25'30'E
NBL265
27.29
S27°39'15'E
NBL266
38.33
S57°16'26'E
NBL267
41,72
S27°59'16'E
NBL268
24.91
S40°19'26'W
NBL269
75,14
S74°54'14'W
NBL270
27.17
S36°23'38'W
NBL271
25.56
S07046'04'E
NBL272
25.36
S50°32'15'E
NBL273
45.67
S56°19'09'E
NBL274
47,21
S01°2352'E
NBL275
27.73
S48°2235'E
NBL276
22.62
S75°15'41'E
NBL277
28.79
N90°00'00'E
NBL278
50.58
S41°19'07'E
NBL279
60.43
S59°02'42'E
NBL280
39.93
S15°02'34'E
NBL281
32.25
S02°02'46'W
NBL2821
19.61
S49°46'25'W
V IV JW � Engineering Planning Surveying
h e Landscape Architecture Urban Design
WLB Offices located in Tucson, Phoenix
Las Vegas, and Victor Valley, Ca
4444 East Broc cJwcDy
GroupIV Tucson, Arizona (602) 881-7480
NBL359
42.34
N67°37'37'E
NBL360
32.33
S85°54'57'E
NBL361
48.92
S63°26'35'E
NBL362
58.74
N88°52'38'E
NBL363
28.81
S87°42'37E
NBL364
91.89
S37°53'05'E
NBL365
24.39
S19°17'47'E
NBL366
109.39
S53°08'23'E
NBL367
123.01
S46°54'23'E
NBL368
63.83
S07°15'21'W
NBL369
71.10
S65°06'10'W
NBL370
68.71
S76°26'03'W
NBL371
49,72
N42°11'40'W
NBL372
32.27
S87°57'19'W
NBL373
21.17
N45°00'36'W
NBL374
74.96
N10°37'24'W
NBL375
52.26
N07°35'50'W
NBL3761
74,92
N43°45'S3'W
NBL453
57.72
N21°22'58'E
NBL454
26.27
N69°09'27'E
NBL455
27.12
S82°34'23'E
NBL45�6
29.57
N71°34'33'E
NBL45�7
26.72
S79°55'32E
NBL458
16.74
N65°14'18'E
NBL459
26.26
N20°51'59E
NBL460
30.95
N79°07'16'E
NBL461
31.45
N48°01'50'E
NBL462
21.16
N06°20'39'W
NBL463
21,46
N60°39'27'W
NBL464
24,55
N90°00'00'W
NBL465
29.96
S69°27'20'W
NBL466
73,58
N32°41'48'W
NBL467
69.02
NO2°54'45'W
NBL468
31.79
N36°02'40'E
NBL469
35.48
N17°15'05'W
NBL4701
34.51
N28°18'56E
NBL548
49.64
S10°55'46'W
NBL549
37.34
S20°06'24'W
NBL550
21.77
S45°01'04'W
NBL551
12.72
S70°21'27'W
NBL552
15.78
S77°28'43'W
NBL553
9.21
S21°48'49'W
NBL554
38.72
S06°20'39'E
NBL555
13.53
S71°34'33'E
NBL556
16.28
S86°59'21'E
NBL557
31.99
S37°57'34'E
NBL558
43.84
S72°59'22'E
NBL559
33.38
N88°31'56'E
NBL560
21,93
N69°27'20'E
NBL561
80.70
N27°07'21'E
NBL562
27.70
N08°53'10'E
NBL563
63.28
N00046'29'E
NBL564
23.10
NO2°07'21'E
NBL565
15.30
N26°34'46E
NBL642
51.41
S71°34'33'E
NBL643
29.95
N90°00'00'E
NBL644
15.42
N19°27'04'E
NBL645
26.52
N01°50'56'W
NBL646
32.37
N12°12'28'W
NBL647
28,23
N01°44'12'E
NBL648
26.34
N13*08'31'E
NBL649
56.62
N25°01'50'W
NBL650
12,34
N56°19'35'W
NBL651
15,40
N90°00'00'W
NBL652
7,31
S69°27'20'W
NBL653
11.16
S85°36'14'W
NBL654
5.48
N51°21'27'W
NbL6551
53.00
N10°13'42'W
OV12-03-34
FINAL PLAT FOR STONE CANYON VII
RANCHO VISTOSO NEIGHB19RHOOD It
L 0 TS 404 THR U 485 & COMMON AREA A
BEING PORTION OF SECTION 14
T.11 S., R.13E., G. & S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY„ ARI ZONA
MAY, 2005
SCALE: AS SHOWN 185050-A-31 N-0105 SHEET 19 OF 19
� BOOK PAGE