HomeMy WebLinkAboutOV121409DATE: 4/3/2013
TO: Pima County Recorder's Office
Recording Division
P.O. Box 3145
Tucson, AZ 85702-3145
FROM: Town of Oro Valley
Rosevelt Arellano 229-4817
DIS Department
REGARDING: Request for recording
Please record the attached Minor Plat Change and charge the recording fees to account
#23446. We request that the recorded documents and receipt of recording be
returned to the Town of Oro Valley.
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Development and Infrastructure Services
MINOR PLAT CHANGE
Re: Case Number OV1214-09, Rivers Edge / Canada Del Oro Estates, Release of
existing 10' drainage easement located on Lot #39.
The existing 10' drainage easement shown on Lot #39 within the final plat for Rivers
Edge / Canada Del Oro Estates (Book 62, Page 37, Sheet 3 of 7) has been released as
shown on the attached exhibit. The minor plat change has been administratively
approved.
David Laws, P.E. Date
Permitting Division Manager
David Williams, AICP Date
Planning Division Manager
Project Narrative
Date: March 3, 2014
Request: Minor Plat Amendment
Catalina Ridge Residential Community
A.k.a. Rivers Edge/Canada Del Oro Estates Final Plat
Book 62, Page 37, Pima County Maps and Plats
Release of 10-Foot Drainage Easement on Lot 39
Explanation of Request:
As a matter of background, the current owner of the Catalina Ridge Residential
Community, Rivers Edge LLC, purchased this property in 2008. At the time of purchase, a
set of site improvement plans and a final plat (referenced above) were in place, having
been prepared and processed by a previous owner. The previous owner had also begun
physical site improvements to the property. Rivers Edge LLC purchased the site in a
partially constructed condition and had concerns with regard to the design of the site,
most specifically with the grading and drainage. As such, Rivers Edge LLC hired a
consultant to redesign the site in order to create more useable building pads and to
improve site drainage. A grading plan reflecting these site changes was approved by the
Town of Oro Valley in October 2008.
One of the specific areas that was redesigned was the area along the eastern portion of
Lot 39. The previous owner had received an approved grading plan in 2006 and it
showed surface drainage in this area. It appears that a drainage easement was located
in this area to convey surface drainage that would have flowed onto Lot 39 from a rip
rap slope that had been designed for the west side of Lot 40. However, this area has
been constructed per the grading plan that was approved in October 2008 and surface
drainage no longer flows through this area. As such, the drainage easement and
drainage channel are not required.
The owner of Lot 39 wishes to make use of these 10 feet in an unencumbered manner.
This owner approves of this modification and a letter from the owner is included in this
submittal package.
1 - '77 w
MAR 0 6 2014
BY:.......................
Contact Information:
Should you have any questions regarding this request, please feel free to contact me.
Thank you
The WLB Group, Inc.
Robert G. Longaker III, P.L.A.
4444 East Broadway Boulevard
Tucson, AZ 85711
(520) 881-7480 office
(520) 664-4302 cell
rlongaker@wlbgroup.com
1021111111
February 27, 2014
Re: Minor Plat Amendment
Release of 10-Foot Drainage Easement on Lot 39
Rivers Edge/Canada Del Oro Estates Final Plat
Lots 1 — 45 and Common Areas A and B
Book 62, Page 37
To Whom It May Concern:
I am the owner of Lot 39 in the Catalina Ridge Subdivision (a.k.a. Rivers Edge/Canada
Del Oro Estates) and approve of the release of the 10-foot drainage easement that lies
adjacent to the eastern property line of Lot 39.
Sincerely,
Print Name:
Lot 39
400 E. Hale
Oro Valley,
eiv.
MAR 0 6 2014
I- � ................ .
qo& -EY AA
11-1ti, Development and Infrastructure Services
- Planning Division
11000 N La Canada Drive, Oro Valley, Arizona 85737 - 520-229-4815 - 520-742-1022 (Fax)
�°VkDED �9�A
NOTICE TO APPLICANT— It is the applicantlowner's responsibility to ensure all private rules and regulations of the subdivision
are adhered to. Contact your HOA or property management company to determine all applicable requirements. Initials
APPLICATION FORM 1 i ),
OV Case # (Office Use Only): �
Application Type: Minor Plat Amendment
A. Project Managerl9eveleper CoN VINQJ— Alo*
Name: Rob Longaker
Firm: The WLB Group, Inc.
Address: 4444 E Broadway Blvd
City: Tucson State: AZ Zip: 85711
Telephone: (52 0) 8 81- 74 8 0 Fax: Email: rlongaker@wlbgroup . com
B. Property Owner (s), if more than one owner, attach list
Name: Greg Sansbury
Firm: BLGS LLC
Address: 400 E Haleigh Place
City: Oro Valley State: AZ Zip: 85737
Telephone: Fax: Email:
C. Subject Property
Parcel!Tax Code: 2 2 4- 2 9- 0 8 3 0
Legal Description/PropertyAddress: Lot 39 of Rivers Edge/Canada del Oro Estates
Book 63, Page 37, Pima County Maps and Plats
Area of property: 19,847 SF
Existing Zoning:_ Rivers Edge PAD Proposed Zoning: NA
Is Proposed Zoning in conformance with General Plan designation? [ ] NIA [ ] Yes []No
General Plan Designation: NA
Existing Land Use: SFR Proposed Land Use: NA
D. Previous Applications Relating To This Property
OV8- OV9- OV10-
OV11- OV12- OV13-
E. Reason For Request
This application is true and correct to the best of my knowledge. m the n oft a above describ property or have
been aut orized hv the owner to make this application.
20
Date Signature
k i ll1
MAR 0 6 2014 "`
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T ze
B
Group
Inc.
February 4, 2014
WLB No. 108018-AO04-1003X
L:\108018\Drainage Easements\Lot 39\Lot 39 Release of X Drain Esmnt.doc
LEGAL DESCRIPTION
RELEASE OF DRAINAGE EASEMENT
WITHIN LOT 39 OF
RIVERS EDGE/CANADA DEL ORO ESTATES
That portion of Lot 39 labeled as a 10' DRAINAGE EASEMENT and shown on the Final Plat of
Rivers Edge/Canada Del Oro Estates Lots 1-45 and Common Areas "A" and "B" recorded in
Book 62 of Maps and Plats, Page 37, within the East Half (E 1/2) of Section 12, Township 12
South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona.
Prepared by:
THE WLB GROUP, INC
Peter D. Cote, RLS 44121
Page 1of1
Ou
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.............
EXPIRES 3-31-2015
IL�LLIGIL PL CT
39 T
I RIVERS EDGE / CANADA
I DEL ORO ESTATES
BK 62, M&P, PG 37
I10' EXISTING DRAINAGE '
I10' P.U.E. EASEMENT TO BE
PER PLAT RELEASED
1 1 1' N.A.E.
PER PLAT �I
\ \
38
IN
EXHIBIT TO ACCOMPANY DESCRIPTION OF
RELEASE OF DRAINAGE EASEMENT RAN
WITHIN LOT 39
RIVERS EDGE/CANADA DEL ORO ESTA TES
FINAL PLA T
BK. 62 M&P, PG. 3 7 1 "= 40'
SECTION 12, T. 12 S., R. 13 E., G. &S.R.M.,
TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA The
WLB
WLB# project No. 108018—A004-1003X Groupulm
N:\108018\SURVEY\BASE_esmt.dwg SHEET 1 OF 1
February 4, 2014
WLB No. 108018-AO04-1003X
LM08018\Drainage Easements\Lot 39\Lot 39 Release of X Drain Esmnt.doc
LEGAL DESCRIPTION
RELEASE OF DRAINAGE EASEMENT
WITHIN LOT 39 OF
RIVERS EDGE/CANADA DEL ORO ESTATES
That portion of Lot 39 labeled as a 10' DRAINAGE EASEMENT and shown on the Final Plat of
Rivers Edge/Canada Del Oro Estates Lots 1-45 and Common Areas "A" and "B" recorded in
Book 62 of Maps and Plats, Page 37, within the East Half (E 1/2) of Section 12, Township 12
South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona.
Prepared by:
THE WLB GROUP, INC
Peter D. Cote, RLS 44121
Page 1 of 1
Fw Cj 44121 0 0
cr PETER D.
a COTE i
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EXPIRES 3-31-2015
Page 1 of 2
Miller, Marvin
From: Arellano, Rosevelt
Sent: Wednesday, April 02, 2014 4:30 PM
To: Robert Longaker
Cc: Miller, Marvin
Subject: RE: Lot 39 Minor Plat Amendment, OV1214-09
Rob,
Thank you for the HOA letter.
The above application can be approved and sent to Pima County for recordation. As a friendly reminder, the
applicant is responsible for sending the recorded documents to the Pima Addressing Division for a review and
approval, and arranging payment of associated fees.
Please let me know if you have any questions.
Rosevelt Arellano
Planner
Development and Infrastructure Services
Town of Oro Valley
Office: (520) 229-4817 Fax: (520) 742-1022
www.orovalleyDIS.com
Caring for our heritage, our community, our future.
From: Robert Longaker [mailto:rlongaker@wlbgroup.com]
Sent: Thursday, March 27, 2014 3:00 PM
To: Arellano, Rosevelt
Cc: Miller, Marvin
Subject: RE: Lot 39 Minor Plat Amendment, OV1214-09
Roosevelt and Marvin
HOA letter attached.
ZT•17
Robert G. Longaker III, P.L.A.
Senior Project Manager
The WLB Group, Inc.
Engineering • Planning • Surveying •
Urban Design • Landscape Architecture
Tucson • Phoenix • Flagstaff • Las Vegas
4444 East Broadway Boulevard
Tucson, AZ 85711-3508
520.881.7480 office
520.664.4302 cell
04/03/2014
Page 2 of 2
From: Arellano, Rosevelt [mailto:rarellano@orovalleyaz.gov]
Sent: Tuesday, March 18, 2014 12:21 PM
To: Robert Longaker
Cc: Miller, Marvin
Subject: Lot 39 Minor Plat Amendment, OV1214-09
Rob,
Attached are the latest review comments for the above -referenced project. If you have any questions, please
contact me.
Rosevelt Arellano
Planner
Development and Infrastructure Services
Town of Oro Valley
Office: (520) 229-4817 Fax: (520) 742-1022
www.orovalleyDIS.com
Caring for our heritage, our community, our future.
04/03/2014
March 27, 2014
Re: Minor Plat Amendment
Release of 10-Foot Drainage Easement on Lot 39
Rivers Edge/Canada Del Oro Estates Final Plat
Lots 1— 45 and Common Areas A and B
Book 62, Page 37
To Whom It May Concern:
The Catalina Ridge Community Association, Inc. approves of the release of the 10-foot
drainage easement that lies on Lot 39 adjacent to its eastern boundary.
Sincerely
Catalina Ridge Community Association, Inc.
APR 0 2 2014
February 4, 2014
WLB No. 108018-AO04-1003X
LM08018\Drainage Easements\Lot 39\Lot 39 Release of X Drain Esmnt.doc
LEGAL DESCRIPTION
RELEASE OF DRAINAGE EASEMENT
WITHIN LOT 39 OF
RIVERS EDGE/CANADA DEL ORO ESTATES
That portion of Lot 39 labeled as a 10' DRAINAGE EASEMENT and shown on the Final Plat of
Rivers Edge/Canada Del Oro Estates Lots 1-45 and Common Areas "A" and "B" recorded in
Book 62 of Maps and Plats, Page 37, within the East Half (E 1/2) of Section 12, Township 12
South, Range 13 East, Gila and Salt River Meridian, Town of Oro Valley, Pima County, Arizona.
Prepared by:
THE WLB GROUP, INC
Peter D. Cote, RLS 44121
Page 1 of 1
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EXPIRES 3-31-2015
Pima County - Parcel Detail
Pagel of 3
Pima County
Pima County Geographic Information Systems
Parcel 224-29-0830
Read the Disclaimer. Information on this page is unofficial.
Mail name and address Legal description
224-29-0830 RIVERS EDGE/CANADA DEL ORO ESTATES LOT 39
BLGSLLC
12222 N CLOUD RIDGE DR
ORO VALLEY AZ 85755-6559
Situs (property) address
(About situs addresses)
Street Address Jurisdiction Postal City Zip Code
400 E HALEIGH PL ORO VALLEY TUCSON 85737 ZIP+4 Lookup - j
Information for this parcel
. Assessor Parcel Detail for tax year 2015 from the Pima County Assessor's Office. Also see Assessor
Record Mans.
. Real Estate Property Tax Inquiry and Property Tax Statement from the Pima County Treasurers's
Office.
. Recorded Information from the Pima County Recorder's Office
o Recorded Document for Sequence Number 20070630763.
o Voter Precinct and Districts
. Subdivision Plat Man for Book 62, Page 37, Sequence Number 20070520102.
o Pima County Sanitary Sewer Connection Search and Connection Records Overview.
. Permits from Pima County Development Services.
o Permit Database Search
o Historical Permit Cards - Prior to about 1998
. City of Tucson Development Activity Records are not available because the parcel is not in the City of
Tucson.
http://gis.pima.gov/maps/detail.cfin?p=224290830 03/14/2014
TOWN OF ORO VALLEY
SUBMITTAL REQUIREMENTS FOR MINOR PLAT / DEVELOPMENT PLAN CHANGES OR
SCRIVENER'S ERRORS
Changes creating new lots in an approved final plat or development plan must apply for a
revision to the final plat or development plan.
Changes creating new lots in unsubdivided parcels must follow the check list for minor
land divisions.
Applications for lot combos can be found on line at v��j��.asr.c,o,t�in�a.az us Click on the
information bar at the top on Deeds Splits Maps and then go to combo.
Complete Pima County application for lot combo and return to the Town of Oro Valley for
processing.
Examples of minor plat changes are:
® Shift of a common lot line
• Change to a no -access easement
• Change to no build areas (with at least a 1:1 trade that creates a better open space
element)
• Small change to the configuration of a building on a development plan.
Scrivener's Error; A mistake or omission which is not the result of a legislative decision.
Examples are: incorrect recordation of Council conditions, failure to include standards and
typically expected information on a plat or plan, and any mistake in placing information on a plat.
(Note: If the mistake was a legislative mistake [made by the Council) it must be returned to the
Council for correction).
Minor changes must meet the following criteria:
o Meets all code requirements and plat/plan notes
o No increase in the number of lots
a No decrease to open space
o Benefits the town and the environment, if applicable
o Not controversial
o No increase in negative impacts on neighboring`Properties
o Approved by the neighborhood association, if appropriate.
o Street name and address changes must first start with Pima County addressing.
Submittal requirements:
The applicant must submit the following to the Development Coordinators (DC).
a. Completed application.
b. Six copies of the legal description of the proposed change.
c. Three 24" x 36" scalable copy of maps with registrant's seal (Please submit with
using the "pima county fold".
d. Six copies of the maps of area to be affected (before and after changes with
enough of the surrounding area to locate the change) 8 Y2" X 11" format only.
Pima County recorder will not accept larger documents.
e. Letter from parcel owner/owner's approving change 1ST '5 Ir4.M)R S-r/ rJ Q,%w9j,
f. One Copy of boundary closure calculations t BUT-
g. Two copies of conveyance deeds if property will be added or subtracted to lots f' 6�
and conveyed to other parcel owner. �ot6ia li-.�
h. Fees AI1 TFk b
Bill Leedy
12222 N. Cloud Ridge Drive
Oro Valley, AZ 85755
Leedyjr abyahoo.com
Mr. Leedy,
Staff reviewed your submittal with the Zoning Code and determined that the code sections below will
allow the construction of your proposed home within the parameters of the required setbacks without a
variance. The variance case for lot 39 of River's Edge/Canada Del Oro Estates will be canceled due to
the findings below.
The setbacks per the final plat are as follows:
• Required Front Yard Setback is 30'
Required Side Yard Setback is 10'
Required Rear Yard Setback is 40'
The definition of front yard in the Zoning Code Chapter 31.360 reads "Shall mean an open, unoccupied
space on the same lot with the main building extending the fill width of the lot and situated between the
street line and the front line of the main building, projected to the side lines of the lot. "
The Zoning Code section 23.5.C. La defines setbacks as "The shortest straight line distance in feet from
the nearest property or lot boundary to a main or accessory building, structure, sign or the like located
on the same property or lot".
This would allow the western side of the property to be considered the front yard the east side would be
the rear yard and the north and south property lines would be side yards.
Staff preliminarily reviewed the site plans and it appears that relocating the setbacks in this way would
allow your proposed house to be built as shown in your application attachments. Therefore, a setback
variance is not required. Access to the lot must remain on Haleigh Place due to sight visibility
concerns. Additional code sections that may affect future building on your lot are attached.
I ask that you evaluate the setback standards as mentioned above to ensure you agree that your
proposed houses will fit on the lot. Please let me know via email that you concur and I will request a
refund check for your submittal fee.
Please let me know if you have any questions or concerns.
Sincerely
Patty Hayes
Zoning Plans Examiner
520-229-4819
phayes a,orovalleyaz.gov
Planning Permitting Inspection & Compliance Engineering Operations Transit
(520) 229-4821 (520) 229-4815 (520) 229-4815 (520) 229-4894 (520) 229-5070 (520) 229-4990
Caring for our heritage, our community, our future.
11000 N. La Canada Drive • 0ro Valley, Arizona 85737 fax: (520) 742-1022 • www.orovalleyaz.gov
OVZC 23.5.C. Lb
For multiple frontage lots, a 20 foot setback must be maintained adjacent to any public or private street.
The Town Engineer and Planning and Zoning Administrator may reduce this requirement for side
setbacks, but in no case may the setback be less than that required by the zoning district.
OVZC 25.2.D.
Swimming Pools
1. No swimming pool shall be located closer than 5 feet to any rear property line.
2. Swimming pools shall be subject to the front and side setbacks of the zone in which they are
permitted.
3f6m+Ti ` At -raria.15
12cr3—)9A TOWN OF ORO VAT.T.F.V A44,D1NG PERMIT APPLICATION
APPLICANT TO FILL OUT TOP PORTION OF PERMIT APPLICATION (PLEASE PRINT)
P7[mit if
ALSO, PLEASE COMPLETE GRADING AND CONTRACTOR INFORMATION ON INSIDE.
* NOTICE TO PERMIT HOLDER - It is the applicant/ owner's responsibility to ensure all private rules and regulations of the subdivision
are adhered to. Contact your HOA or property management to determine applicable requirements.
=ECTADDRESS
SUBDIVISION NAME
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:CTION/TOWNSHIP/RANGE
A�SySE�S(SOR�}S-�PApRpCE2L#
BOOK/PAGE/SHEET
OV CASE NUMBER
ZONING
LOT# G
7 7I^'
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'PLICANTT
MAILING ADDRESS
CITY/STATE/ZIP
]ONE
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E-MAIL
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tOPERTY OWNER
MAILING ADDRESS
CITY/STATE/ZIP
BLU S LLC
]ONE
E-MAIL
x
)NTRACTOR
MAILING ADDRESS
CITY/STATE/ZIP
]ONE
E-MAIL
)NTRACTOR'S ORO
STATE TRANSACTION PRIVILEDGE
REGISTERED WITH ORO
CONTRACTOR'S LIC.#
ALLEY BUSINESS
(SALES)TAX#
VALLEY FOR TOWN SALES
TENSE #
TAX? YES_ NO_
tCHITECT, ENGINEER OR DESIGNER (CIRCLE ONE)
MAILING ADDRESS
CITY/STATE/ZIP
]ONE
E-MAIL
x
:SCRIBE WORK
�rg�-KA hoLAsc
20 VALLEY MODEL# AND NAME/BUSINESS NAME IF COMMERCIAL PROJECT
STATED VALUATION OF WORK
iT MODEL OPTIONS (I(Applicable)
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)TICE: §R105.1, IRC or §105.1, IBC Required. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or cfian th8'8Lc'ipancy of a building or
ucture, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of which is regulated by this code, or to cause any
ch work to be done, shall first make application to the building official and obtain the required permit.
,plication for which no permit is issued within 180 days following the date of application shall expire by limitation regardless of the status of the application, and plans and other data submitted
review may thereafter be returned to the applicant or destroyed by the building official. An extension may be requested in writing prior to expiration.
)ermit becomes null and void if work or construction authorized is not commenced within 180 days or if construction or work is suspended or abandoned for a period of 180 days at any time
er work is commenced. An extension may be requested in writing prior to expiration.
ereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the owner's authorized representative, and if not the
frier, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The
)nting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction.
'PLIC S SIGNATURE:
PRINT NAME:
�D
tiC IV1S
(DO NOT WRITE BELOW THIS LINE)
)E DESCRIPTION FROM VALUATION TABLE
SQUARE FEET
r
OCCUPANCY GROUPS DEPOSIT INFORMATIO)L15anJman',
TYPE OF CONSTRUCTI
# OF STORIESDreamscai
ADD PLUMBING FIXTUR • ° Lins Coma,
Y • • ::
FIRE SPRINKLERS? :: % % %:
Ysan• . - .. •
WATER METER SIZE (if applies):
1V %. '�Lb� "• PQOs, am, r[1(N'r114w:I• t?`l �yP'�tlt
---400 it n L.51 7l'1 rw- • . — , , -- .376
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• :�F { u�i LE`, REV N IEW
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T APP, OVED BY
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PUE-
\5 BUILDI'' -
OT 5E C RUED TO BE A
APPROV.' ;'.. ,. AL .FANCES-
IOLATiON OF ANY OF
PERMIT FO!^-
ALL " , ODE_S_AND ORDIN
•1, ' �' G P_-. -1—la IG AND NATIVE
\ LIMI )` .
EDUIRED.
INS?ECTION R
PLANT Si', - aeQ `b
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SCALE:1" = 20' '
vi- ��`c ENGINEERED
IT' �►�� RETAINING WALL
e oJ'o (SEE DETAIL)
• 43 2g I
10' DRAINAGE EASEMENT
/ TO BE REMOVED
BY WLB GROUP
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POOL �.
BY SEPARATE
\ PERMIT
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354' X G' CMU WALL
OWNER: BLGS LLC
ADDRESS: 400 E HALEIGH PL
LEGAL: RIVERS EDGE/CANADA DEL ORD
ESTATES LOT 39
TAX: 224-23.0830
TOWN OF ORO VALLEY Building Department SPECIAL INSPECTION CERTIFICATE'
Project Name: Date:
CHASE RESIDENCE CMU SITE WALL (SK1) 02/07/14
Project Address: Permit No. (When Applicable)
400 E. HALEIGH
FCERTIFICATE OF SPECIAL INSPECTION BY OWNER
(To be filled in and signed by the owner before permit is issued.)
2012
In accordance with Section 1704 of the 2006 International Building Code as adopted and amended by the Town of Oro Valley, which
requires that the execution of certain construction work be placed under the inspection of the architect, engineer, or special inspector
appointed by me, I certify that the construction of the above described building project will receive such special inspection on my behalf.
Name of Architect (if any): Contractor:
N/A
Name of Structural Engineer: Signature of Owner or Legal Agent:
PAUL SEPPALA. P.E.
❑SPECIAL INSPECTION RESPONSIBILITY CERTIFICATE
(To be filled in and sealed before building permit is issued.)
2012
1 certify that I am familiar with the plans Far d specifications of the above named project and, in
accordance with Section 1704 of the 2906 International Building Code as adopted and amended by
the Town of Oro Valley, I hereby assume responsibility for carrying out the required special
inspection. Inspection reports will be filed with the Building Official as required by Section 1704.1.2.
The following individual(s) will be special field inspectors(s) under my direct supervision and g(e to
be on the job site to render complete and competent inspection. 1704.2 J
Category Special Inspector
EPDXY INSTALLATIONS PAUL SEPPALA
STRUCTURAL MASONRY,• REBAR PLACEMENT PAUL SEPPALA
EXPIRES 3/31 /2015
Place Registration Seal
and Signature Above,
SPECIAL INSPECTOR QUALIFICATIONS [2006 IBC 1704.11 ARE APPROVED:
...As named by the E/A of record. OR ... E/A notified of change of inspectors. Building Official
Date
❑CERTIFICATE OF COMPLIANCE AND APPLICATION FOR CERTIFICATE OF OCCUPANCY
(To be filled in and sealed before occupancy certificate is issued.)
The construction of the above named project is substantially complete and request is hereby made
for issuance of the certificate of occupancy per Section 110 of the 2996 International Building Code
as adopted and amended by the Town of Oro Valley. 2012
2012
1 certify that, to the best of my knowledge, the req�irements of the approved plans for which special
inspection is required and Section 1704 of the 2006 International Building Code as adopted and
amended by the Town of Oro Valley have been met. A guarantee that the contractor has
necessarily fulfilled the obligations of his contract is neither intended nor implied.
Architect or Engineer Responsible for Inspection:
Place Registration Seal
and Signature Above.
PAUL SEPPALA, P.E. (ASW ENGINEERING, PLLC)
Note: All signatures and seals are to be original "wet" signatures and seals. Photo copied or reproduced signatures and seals will not be
accepted. "Stamped" signatures also will not be accepted.
Revised 05/05/2009
r
A PROJECT: 400 E. Haleigh
S JOB NO: 14-010
w Engaw"��, PLC
Design Wind Loads on Freestanding Screen Walls
ASCE 7-10 (Chapter 29); Exposure C
P = ghGCf (pst) Equation 29.4-1
qh = 0.00256KzKztKdV^2I Equation 29.3-1
Height < 15 ft
Kz = 0.85 Table 29.3-1
Kzt = 1.0 Section 26.8.2
Kd= 0.85 Table 26.6-1
V = 105 mph Ultimate Stress Design; Risk Category I
1= 1.00 Table 1.5-2; Risk Category I
qh = 20.39 psf
G = 0.85 Section 26.9.1, Rigid Structure
Cf = 1.30 Figure 29.4-1; s/h = l; B/s = +/- 10
P = 22.53 psf
P = 13.52 psf Allowable Stress Design
TOWN OF ORO VALLEY DEVELOPMENT SERVICES
SITE DEVELOPMENT PLAN REVIEW
DEPARTMENT
APPROVED BY
DATE
PLANNING & ZONING
PUBLIC WORKS
.e..r
?,• t3
BUILDING SAFETY
APPROVAL OF PLANS SHALL NOT BE CONSTRUED TO BE A
P".-MIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF
PROVISIONS OF ORO VALLEY CODES AND ORDINANCES.
LIMITS OF GRADING AND NATIVE
PLANT SALVAGE INSPECTION REQUIRED.
SHEET NO: 1
DATE: Feb-14
BY: PCs
EXPIRES 3/31/2015
SEALED ELECTRONICALLY: 02/07/14
SHEETS 1-4
-b . .
A
S PROJECT: 400 E. Haleiah PAGE: 2
W ErtW",ea'i,"#, PLLC DESIGN BY: PCS
JOB NO.: 14-010 DATE: 2/7/2014 REVIEW BY:
Retaining / Fence Wall Desi n
INPUT DATA 8. DESIGN SUMMARY
SPECIAL INSPECTION (0=NO, 1=YES) 1
Yes
TYPE OF MASONRY (1=CMU, 2=BRICK) 1
CMU
MASONRY STRENGTH fm = 1.5
ksi
_
CONCRETE STRENGTH f. = 2.5
ksi
REBAR YIELD STRESS fy = 60
ksi
LATERAL SOIL PRESSURE Pa = 35
pcf (equivalent
fluid
pressure)
PASSIVE PRESSURE P� = 250
psf ft
BACKFILL SPECIFIC WEIGHT 7b = 110
pcf
SURCHARGE WEIGHT ws = 0
psf
SERVICE LATERAL FORCE WLat = 13.52
psf
FRICTION COEFFICIENT It = 0.3
_
ALLOW SOIL PRESSURE Qa = 1.5
ksf
_
THICKNESS OF TOP STEM tt = 8
in
- -- :-.
THICKNESS OF KEY 8 STEM tb = 8
in
_
TOE WIDTH LT = 0.333
ft
HEEL WIDTH LH = 1.58333 It
HEIGHT OF FENCE STEM HF = 6
ft
HEIGHT OF TOP STEM HT = 0
ft
HEIGHT OF BOT. STEM He = 2.25
ft
FOOTING THICKNESS hf = 9
in
KEY DEPTH hk = 0
in
[THE WALL DESIGN IS ADEQUATE.]
SOIL OVER TOE hp = 3
in
TOP STEM REINF. (A. 1) # 4
@
48
in o.c.
A,, LOCATION (0=at soil face, 1=at middle, 2=at each face)
1
at middle
BOT. STEM REINF. (As,Z) # 4
@
48
in o.c.
A,Z LOCATION (0=at soil face, 1=at middle, 2=at each face)
1
at middle
GROUTED CORES (0=fully, 1=at vertical rebars only)
0
solid
TOP REINF.OF FOOTING (As3) # 4
@
16
in o.c.
BOT. REINF.OF FOOTING (A, y) # 4
@
128
in o.c.
ANALYSIS
-- -
SERVICE LOADS
Hb = 0.5 Pa (HT + He + hQZ =
0.16
kips
Hs = ws Pa (HT + He + hf) / yb =
0.00
kips
HP = 0.5 Pa (hp + h( + hk)Z =
0.13
kips
HLat = wLat (HF + HT + HB - hp) =
0.11
kips
Ws = ws (LH + tb - ti) =
0.00
kips
Wb = (HT (LH + tb - It) + He LH] yb =
0.39
kips
'..
Wt = hi (LH + tb + LT) yc =
0.29
kips
Wk = hk tb y° -
0.00
kips
Ww,t = It (HT +HF) ym =
0.44
kips
,' .. ► ". .' .. ! `,
Ww,b = tb He ;:m =
0.16
kips
FACTORED LOADS
yHb = 1.6 Hh = 0.25 kips
'/Hs = 1.6 Hs = 0.00 kips
yHLat = 1.6 HLat = 0.17 kips
yWs = 1.6 Ws
= 0.00 kips
OVERTURNING MOMENT
yWb = 1.2 Wt
= 0.47 kips
H
yH y
H y 7H y
yWf = 1.2 Wf
= 0.35 kips
Hb
0.16
0.25 1.00
0.16 0.25
'yWk = 1.2 Wk
= 0.00 kips
Hs',
0.00
0.00 1.50
0.00 0.00
yWw.t = 1.2 W,•,.i
= 0.53 kips
HLat
0.11
017 5.00
0.54 0.87
yW..b = 1.2 W-b
= Q20 kips
E
0.27
0.43
0.70 1.12
RESISTING MOMENT
IN
yW x
W x
7W x
MFiP = 0.04
ft-kips/ft
Ws 0.00
0.00 1.79
0.00
0.00
OVERTURNING FACTOR
OF SAFETY
Wb; 0.39
0.47 1.79
0.70
0.84
1Ifa-+;11rrr
Wt 0.29
0.35 1.29
0.38
0.45
SF =
�Ito; +/l.'l +I/"o
= 2.179 > 1.1
;1)
Wk0.00
0.00 0.67
0.00
0.00
WH•.t 0,44
0.53 0.67
0.29
0.35
Ww,bl 0.16
020 0.67
0.11
0.13
.Sf'=- =
(f/el'+I],V)
9.66 > 1.5
E 1.29
1.54
1.48
178
[Satisfactory]
r
CHECK SOIL BEARING CAPACITY
L = Lr +tn+L,r = 2.58 ft
2— L M--Efly-M,,. =
0.72 ft
2 Y-W
r
Etvl
l+ L
l
L
for e _< —
yM.4x =
BL 6
= 1.49
ksf < Qa
[Satisfactory]
2 1 W L
for e>—
3B(0.5L-e)' 6
CHECK FLEXURE CAPACITY FOR MASONRY STEM
P�y3 P"YIW..,
At top stem
At base of bottom stem
M = + + Mi., =
6 2Yb
0,24 ft-kips,
0.53 ft-kips
P = W „• =
0.44 kips,
0.60 kips
l
l
l k-
M.,,k—tv, MIN
�Ib„kdF,,(d-k3
I-P(d-2
I
, A,F.,ld-,(d
I+PI2
)J
JJ
l
ii
l
At top stem
Al base of bottom stem
where I. = 7.63 in,
7.63
in <=- Based on effective section area.
d = 3.81 in,
3.81
in
b„, = 12 in,
12
in
Fb = 0.495 ksi,
0.495
ksi
F. = 24 ksi,
24
ksi
A, = 0.05 in ,
0.05
in'
P = 0.001
0.001
Em = 1350 ksi ,
1350
ksi
Es = Now ksi,
29000
ksi
n = 21.48
21.48
k = 0.19
0.19
and MaHowaoe = 0.49 ft-kips,
0.54
ft-kips
> M
>
M
[Satisfactory]
[Satisfactory]
CHECK SHEAR CAPACITY FOR MASONRY STEM
1v,Puy
At top stem At base of bottom stem
V = 2 + + V r. ,
= 0.08
kips, 0.20 kips
Yb
V #—bh. = d b MIN (r , 50)
= 1.77
kips, 1.77 kips
>
V >
V
[Satisfactory]
[Satisfactory]
( HEEL FLEXURE CAPACITY, AS,3, FOR FOOTING
0.85#,J'" E•rr 0.00.18 hf
Puu= .%v et,+L/ = 0.013 Pam= 2 d = 0.001
L_„(n (q„_.+2q,,A,,�,)bL,, L
Z I Yti�,+ yw,. + LLywi )— (i 6
M"' — l z = 0.53 ft-kips
I,,, +Yr/,ytv
L
2 yw,rn+ G ,r 1— 6 -- ..---
JJJ .for e„ >
......_......_..._.._..................._......r i
...................................._.._..._._.................... ..._..........-i
.....
0,383bd`f, J - -
f) —
0.000 -,..
IVAI
W
where d = 7.25 in qu. iOe = 2.41 ksf
e = 0.86 ft q„ hee, = n/a ksf
S = 0.28 ft q 3 = 0.53 ksf
(AS, 3) re.mrea = 0.10 in / ft < A s.3 [Satisfactory]
TOE FLEXURE CAPACITY, AS,4, FOR FOOTING
0.8513,.E , Ell 4 0.0018 hz l
Paa,,.a• = f 1 Ell +El = 0.013 P;�u4 = MIN
3>> 2 d J = o.000
(gv,4i"29,,.,,,,,)bL, Lr
M„ a= — y u' f = 0.11 ft-kips
6 2 L
0.85 f'.I 1— t — Al 1 =
l 0.383bd' fJ
p = 0.000
( A S. 4 ) reQW.0 =
SLIDING CAPACITY
1.1 (He + Hs + HLal) _
1.5 (Hh + Hs) =
0.01 in2 / ft < A SA [Satisfactory]
0.29 kips < Hp + µ )M =
[Satisfactory]
0.24 kips < Hp +NEW =
[Satisfactory]
where d = 5.75 in
q,,, 4 = 1.79 ksf
0.51 kips
0.51 kips
EXISTING 8" CMU WALL
NOTE:
SPECIAL INSPECTION
REQUIRED FOR EPDXY
REBAR INSTALLATION AND
REBAR PLACEMENT.
GROUT; PER ASTM C476
TABLE 1
X �
a
°o DOWELS TO MATCH AND LAP i
VERTICAL REINFORCING. l
FOR LAP 2'-0" MINIMUM I
EPDXY VERTICAL
,.I.
REINFORCEMENT INTO 5/8"0 I:
X4" LONG DRILLED HOLE; ('
EPDXY - SIMPSON "SET-XP"
EPDXY INSTALLED PER ICC I
REPORT # ESR-2508 I
Z
EXISTING CONCRETE
FOOTING
MIN.
EPDXY REINFORCEMENT INTO
5/8"0 X 3" LONG DRILLED HOLE
EXISTING GROUTED BOND
BEAM
#4 VERTICALS AT 24" O.C.
(CENTERED IN WALL) -
EXISTING AT 48" O.C.; ADD
NEW AT 48" O.C. BETWEEN
EXISTING
FORM BOARD - TO BE
REMOVED AFTER
GROUT IS SET
UPPER FINISHED GRADE
CUT AND REMOVE
EXISTING FACE SHELL
- EXTENTS AS
REQUIRED TO INSTALL Q
NEW VERTICAL
REINFORCEMENT N
- r(2) #4 CONTINUOUS
#4 AT 16" O.C.
d A �'•
A . e _
L
NEW CONCRETE
FOOTING; 2,500 PSI
CMU SITE WALL 8'-0" MAX HEIGHT
SCALE: 3/4" = 1 FT
DATE 02/07/14
SHEET
toEes Iona/
DWN: PCS
CHK: ASW
400 E. HALEIGH
SKI
�
ORO VALLEY, AZ
4s44�
ASW Engineering, PLLC
SEPPALC.
A
810 W. Calle Ranunculo
Tucson, AZ 85704
�CNED
9R�20NA.
520.404.5155
ASW Job#: 14-010
EXPIRES 3/31/2015
CERTIFICATION OF SURVEY
I IOUY CERTIFY THAT THE BaAWARY SURELY AS 940I1V CI 7M5
FLAT MRS P0FM0 LANCER MY Dl CWV AND RUT All DMAW
�543
SIRWY AKNOA V73 AND A 4MM 900 ARE COWCILY BESL"RIED.
I FIARDER CERWY THAT CMS FLAT NKS PREPARED U4D& MY DWCIXk
DAM N.
- �; � �Tl
CERTIFICATION OF ENGINEERING
�E
I MMY C0?7TFY THAT TIE ROa7R0W LAMTS SHOW OV IM PUT 1054 'o
BELL PREPARED BY AE OR LNLL7P MY SLPERM9OIL ll WAO D.
m 'q 0� a
N h
DEDICATION
NE TIE L/EIERS PEA AEREBY NNWANr 7HAT NE ARE ALL AND THE OV. Y PARMS
HAMVG AVY BLOTTO DIVE NTEIREST N RE LAID 9DMV ON 71fS PUT, AND NE
O>O%fgw I0 RE SEA OF SAD LAID N RE MIIMEM 90OW /9wft. NE
IEIWBY DMV lE ro BE PEMW ALL AWI3-OF NAY 91011N "OV. URITY
EAZWk7S AS 940W AEIEOV ARE CRANIFD 70 THE MOW ORO VALLEY, PWA
COUNTY AD ALL UWTY MPAWS FtR TAE PRECISE OF ACl'1:SS NSIALLAIKLV
AND A AIMNCE L'F UMIIXS AW R aX SEIIEK
ME 17E LKERSIM LNAY 9ACCESSURS AO ASSM?VS DO HD UY SATE RE TONN OF
QR0 VALLEY, ITS AC'CiS MS, ASSIM REIP aRO= OPFACEIPS AM AWVTS
M40UW FRW ANY AND ALL aANS FOR DAMAGES A A 9D ro TIE USE OF W SAD
LAW$ MW AND N ME 1WAK OV WAMV 9r ROOBMQ R WG& -MOSM OR
LAV" CAUSED BY X4U INEM 41WACE; FLOOD OR RAWALL IT IS FLIPDER
LIM,i UOU AND AG® THAT MAARAL LRAAX DULL NOT BE AL7D?M A57L4WEO
OR ORSIRMTED NIWWrAPPROVAL OF RE ORO VALLEY TOW C LAM
COMM AREA$ AS MOW M WOK ARE ft'SERLED FOR RE PRIMATE USE AND CTNSf WE
OF ALL ONNETPS OF PROPERTY MBN TNR9 SUBMSLN AND ARE GRANTED AS £45%EN75 ro
RE 7UMR OF ORO VALLEY, FMY4 CONTY AND ALL UTILITY CIWAMES FOR RE Mb-C E OF
ACES$ NSTALATKM( AND A6WT7DMAME OF CRATES, PU3,C SETTERS AND DRANYME 777LE
ro /IE tAAD LF ALL LUNAIov AAEAS 9LABL BE tiESlm N A tN7AE0NIETRs ASSi7aAnON
EST B C.1OW7WM CaMyntIVS AND RES7RI MNS WCLIW N L70CYFf
AT PAS EACH AO EWRY LOT OWEIP WHO DE &WWSW 9UML &I A ACWfI R
OF RE ASADCU47ACML *K H NML ACEAT ALL RESPGOWTY FOR Of COVDRa. MANIMAACE
SAFETY AND L14BUTY Or RE OMW AREAS ARLEWAV DRANA;f )S MAIN 7M
9ADWSI { AS 90IN /EWUN.
FARST AugmAN ITU ATtSWANCE COWANY, A CAJFOWA CLRPWAWK AS TRUSITF
OILY LNLPF DROLS'T Ma AM
BY• FUR: AV 7+tj
Af��NJsTotfiiCYL.Y'
BVC17ARY Or TRUST.
DAYSTAR HIMES LLC
AN ARIMM CANTED UABUTY COWANY
594 N. DAYSTAR ARONTAN DMW
RIC..SON, AZ 85Y45
SLaMec Cmnu"
201 North Bonita Ave
Tucson AZ USA
85745-2999
Tr. 520.750,7474
Fit. 520.750.747E
wral�icsn
r�
TOWN OF ORO VALLEY
PROJ#: OV 1 2-03— 1 8
ZONE: SEE NOTE #10
Adm. Address:
380 E NARANJA DR
ACKNOWLEDGEMENT
STATE OF ARM )
COUNTY OF PAA )
7W FOAEOCNG NVSMU ENT WAS AL)ME DG£D BEFORE IE OV RUES TEE/`
20 ¢le DAY Of
BY. P. AS TRUST OffM OF FIRST AND" D11£ NSI.RAAa Ca.
A CALMMA CCRPERA O *10 PERSWALLY APPEARED 89W #E CN 7W SAID DATE
NOTARY
ASSURANCES
A55LRANY£ N TIE FLPJI OF
A Pvaw i
P`alA
COON—Y
....I
D« �
FROM ,AS RECORCFD N DOLXET T� \"QPAL�g , ��
HAS BEEN PROWDED ro OUARANTIZ LRAAPACF ANY S7 EET AIPROW]"IS
(AVQLCMNO MMUIENTS) AND UTILITY AMPROLEW NTS MEC77TIG TFIEP10C
GCS SEWN 017Ev N Re STA4'I1157OY.
a
MAYOR, TOW OF ORO VALLEY
DATE
ASSURANCES N TW FORM Or C-Z>
FROM LyC(tylt4Y N DE AMOUIT O0y4MW am PROWUD
TO GUARANTEE RE RESEMW OF DNS SLAM" N DE EWNT 7W PRaECT
IS ASADOAD.
NO FINAL MWECTM FOR ANY LOT 0170 TMS SUDWSI N SHALL BE APPROVED
LNTI. A RALDANG CODES WICAL HAS 1 WO 7HAT CONSTRUCTION ON TIE LOT IS
COWU7E AND SOENA (S HALE BEEN NSTALLEA PROPERTY LIE TO PROPERTY LAKE
APPROVALS
U f 4 CLEW OF DE 700 OF ORO VALLEY, laMY CER7IY
THAT 7MS PUT WAS APPROtq BY RE MAYOR AND CUUXX OF 7W TONN
OF ORO VALLEY, ON 17E 222Y OF [uoc 20-03
fir. ll s./
3-13-o7
aDW TOW OF ORO VALLEY
DATE
13 JAA1 I --
T
PAN TY WASTE=y&'_
DATE
AN a t,
3- 9'- L? 2
TOM
DAZE
.'LL.LN I l
8 0
ICMNYG ADWS1RAlD4
DATE
�
Wale'YYraad
ASSI RE) WATER
SUPPLY
A LFR7FTCRTE OF AS2M WATER SUPPLY HAS BEENH REC27I0 FROI TIE
DWCTAR Or WAMR RBSO OM
�i lbw � �a:r°�b%G• 3 3 7
DA 7E
Wa4er UNCI�},� D�r�c�ov'
RECORDING
ANNOTATED
COPY
GENERAL NOTES
1. TIE GROSS AREA OF iM5 ROMISICN IS JIM AOES
2 RE TOTAL MA NER OF LOTS S 45
.i. TIE TOTAL AREA O� OPEN N SPACE S 6.141 AMM
C M AREA A' (RECREA770M, MANAGE AND CRIMES) =5712 ACRES
CLMARN AREA -8 (REREA wN ONLY) - a429 ACRES
4. 77E TOTAL LENGTH OF NEW PRIVATE STREETS LS a6 MN.LS
5 TIE WA" LOT 92E IS 1045 SQUARE FEET.
6. RE AWRAGE LOT S12E IS 27453 SQUARE FEET.
7. DE MAD" &&DNG H D HHT S 34 FEET. MAMM TW STDaM
& TIE MVWW RXDM SET SAMS ARE FRONT JO FEET
REAR 40 FZFT
--- Sw 10 FEET
A ALL REQMiED PARIMRG MLL BE OFF-SlIM,, ONS E
EACH LOT NLL ACCOWMA7E 2 PAMl71C SPACES N 17E GWA6E AND
2 PARIONC SPACES N PE AMr1MY, 70 AEET TOW OF ORO VALLEY
PAR W REQAER M
la EMSIAVC 2LN NG S SDP. AWPOSED ZOIWG IS CR-2, CASTER
2LAMNG (PER REZAINYC CO OMNS FM CO 9-85-72 DARED "Y
2a 2001) ARID TRANSLAIED MWIG 70 ORO VALLEY P.A.D.
(PLANED AREA DE`Wl0FNENN*
It NO ROMW 9AWWSM OF ANY LOT OR PARCEL SHOW MRL BE
DOME WRDUT PC MRNT7EN APPROVAL Or RE ORO VALLEY
TOMV COMM
12 7IE AREA BETNEEVV /W YEAR FLOW LAMTS REPRESENTS AN AREA
THAT MAY BE SUB.ECT 70 FLOODAW FROM A 100 YEAR FREQUENCY
ROOD AND ALL LAA10 N P#S AREA IML. BE RESTRICTED 70 USES
7HAT ARE COWATLEE IMIH FLOOD PLAN MANAMIENT AS
APFROVW BY PE TOM DVGAVM?..
11 THE PRCMSgVAL EMAMEER OF RECORD 9MU CER7IY AS 70 NE
FORK LAZE AND FWPON Or ALL A& C AND PR/VAIF R04DWATS
AND LRAOVA45E SMUCAAES BEFORE 77E RELEASE OF ASSURANCES
14. TIE PROPERTY ONLRER, INS SUCa•SSOM ASSNOVS OR A DESiOM nED
HOKO MPS ASSIXiATUN AGREES M
1) KEEP ALL REOLMO LADSCAPED AREAS MANUAIED N A
NEED-FRE& 1RISH-FREE COW17KIN.
2) REPLACE ANY LIEAD PLANT MA 7L%ALS WIM 90 DAYS
J) MAAVTAN 7ME RRRW NN SYSIEM N PRRPM KWING MLR.
15 U47MALS WAIN RE STE USEMITY MIANGLES (SVI) SHALL BE
PULED SO AS NOT TO N7D*zw WIN A NSWTY PURE DESYRW BY
7W HOWUNTAL 0 ES LOCH 7ED 30 MMS AID 72 AMS A W
FAM9 O TRADE OF RE ROADWAY SUWACE
16. MLNGS N AW EMS 9A3DObSHD1T H4W4G A FM AREA N B7HB 3S OF
J600 SQUARE FEET MAY RECCE ADDITIONAL FIRE PROTECIIOV AEASLIES
AS CUNAWD AV DE LAM aW FIRE CODE; AYUIE 11 D'NSW N, FIRE
PROTECDCN, APPOM'MX MA, FIRE FLOW WOU RDEN75 FOR BULANM
SEC" 51, FIE FLOW )woAv fNT5 FCR BUILDINGS ONE AND TOD
FAAlYDNELIAMGS 1997LIMTINDO? IFDAMF
17. PER TIE CC& R.''s THE FAME OWAWS FOR L07S J 7WOUGH 6 NEL BE
RESPOVSRE FAR RE CARE AND MAN7DW4RYCE OF PIPES AND
MANAGE ACROSS ThE R L07S
BASIS OF BEARING:
7W B495 OF REARWGS FOR DNS PRaECT LS RE LIE BETNEDV RE SQITWAST
C NW OF SMI)OIN 12 AND 7W EAST QUARTER COW& OF SECTIKN 12 T0MN9W I?
SOUR "Ar 13 EAST, WVW LIE WARS SOUTH 007n7' EAST 7IE CALCUAlM
RECORD YALLE PER 17E PUT OF ffMRS EDGE; LOTS 70-IOZ IPELTIQ00 N BOOK
47 OF MAPS AO PUM AT PAGE 5$ PW C1UY.MTY MGM= PMA COUNTY AMZLNA
SHEETINDEX
2 MIEX AW, BOLIDARY DETACS A BOLAVARY TABLES
J4 LOTDETALS
7 LIE AND CUMYE TARES
LOGO MV LIMP
A PORTION Or 7W EAST HALF OF SECTION 12
7006V 12 SOURC RANGE 13 EAST, G&gk
TOW OF ORO VALLEY, PAG C"TY, ARI2ONLC
LEGEND
EXCEPT WERE NA07M, NDIR^.A TES A FOUND -Y4' AM PPE
O CROW PEAT RMONAENT, BK.12, MdP, PC14 HELD FAR
CONTROL.
ARQGR TES A FORA V Y?' RESAR WIN BRASS TAG 94RMD
'RCS M545'
® A10q.AMS A BRASS CAP SET N MORE TO BE SET
AID BESOMM BY R 60SMn LAND SURW)W
O NLICA TES A YI' ROW W7H BRASS TAG TO BE SET BY A
REGISIERM LARD SURWYCM
Li LATE MASER - SEE LAZE DATA TABLES, 91 E N 2 AND 7.
Cj CURIE AUJU - SEE CLARE DATA TABLES; 9EFTS 2 AND 7.
RJ F1000 LMT LNE MAEER - SEE LME DATA TABLES 9a7 7.
AUE PLarUTILITY EASOENT
(RAD) RADIAL B1E.IR/M
(R) RECORD VALUE
fC) CALC7AAZED VAUE
C.A. CYNARLNAREA
31 LOT MANOR
SK,HIT WSMUTY 1R44NOLE EASEREHT BY TINS PUT (SVI)
FSVT FAR SNA• SVT
ALAI ACV SIAE SVT
STREET ACCESS
S,NX►ISOM/ SOLNDARY
PR PEIPTY LAZE / MUNT-OF- WAY
------ EASEWNT
—...— ROCq°UAV LAINTS
— EROLS W HAZARD-';IMLM' LAW
STREET C£7V7DWM
-- -- SECTION OR AM7 WC7XN LAKE
Ff"L PLAT
Rivers Edge/Canada
Del Oro Estates
LOTS I- 45AND C10MA0CN Al EA3 A' AAD 'B'
BSYG A FMAMM301N OF CANADA DEL ORO DSTA7ERR
BLOCK z LOTS 1 TO A A3 W<XVEED /V BOOK f2 AH'f: Ha 15
LOCATED N 7H£ EAST HALF OF, SEC77O4 12
TOIWSMP 12 SOUTH. RANC£ IJ &4ST, ROAN
OF LAY! VALLEY, PUMA CYXlW ARIZONA
CASE No, OV12-03-18
DA7E' DEC]NER 2005,' SCALE' AS SHOW 1 7
STANTEC PRaECT Ala 856026J1-149
ANNOTATED COPY
40' ACCESS & PUBLIC
ARANJA DRIVE
UTILITY EASEMENT
DKT 10195, PG 693 &
FV
$i
HK A6�PS P6
$
DKT. 10704,
PG. 1028
$ $
2
NB9343iE•
\ i
I I
I I
1 I
I I
Khl� C.A. "A
M8954''M E 15IS90
-�
-------- -- V
- -- -- -- -- -- -- -- - -- -- -
I
NMW EAST C0JW
30' x 20' TELEPHONE SEMN 1Z MW MASS
EASEMENT, BY THIS CAP, ALS 15NZ NEED
-- -- -
7500 PLAT \
51120'
WEST 40' OF AWMA VALLbA7 taw •
ABANDLNED PER VKT.1Z91 PGA .
40.00
ca
I__ff 1250 I Iz 19847 sq.fl. I 40 \
10' DRAINAGE -►1 ` \ `
BY 711NSPLAT � $ j i \ t 1 1 III O �3 tl�ll "' 159.61 � ,III! 22463 sq. fl. •15 ` \\ `\ O .
...•. $ $L -'j 20' DRAINAGE 1Gg N74 10' DRAINAGEj�
$ 52 EASEMENT 1 �1 EASEMENT
Q' BY THIS PLAT 1 ',I\ BY THIS PLAT EASEMENT BY��`
34085 sq.fl. t\ •_\ I`\ Imo _ }r1 THIS PLAT `\ `\ Mar
Y9.4s' - 0 11088 38
1 35 REPLACED MMLW NT
16345 sq. ft. \ 8 j (ae OM 9E4IPM
24332 sq. ft.
\ &`d Ti o ftlP, `AMT.it)Lfffl).. .
11 -I� 5 \ \\ \\ �a \ \ a � � �• I
10' DRAINAGE \\ \ \ �19•Wi \\ Z\ �� S� 4 2 \\ �'
EASEMENT
.'".� BY THIS PLAT 1 t O H \ ` \
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