HomeMy WebLinkAboutOV1701902March 18, 2106
Project Number 16-020
Christine Conte, Ph.D.
Tohono Chul Park
7366 N. Paseo del Norte
Tucson, Arizona 85704
GEOTECHNICAL ENGINEERING EVALUATION
Tohono Chul Parking Lot and Pavilion
7366 N. Paseo del Norte
Oro Valley, Arizona
PATTISON
We have completed the geotechnical evaluation for the proposed development in accordance
with our Proposal Number 15-P005, Revision No. 2, dated February 19, 2016. Our project study
results are attached.
In our opinion, the site's subsurface soil and other conditions can be made suitable for support of
the proposed development provided the designers, contractors, and owners follow the report
recommendations. Our site evaluation showed generally silty and clayey sands with varying
amounts of gravel. The specific soil conditions and recommendations are presented in the report.
We are available for consultation during the various design stages. To provide continuity of
geotechnical services, we should perform construction observation and testing.
We thank you for selecting PATTISON ENGINEERING, L.L.c. and look forward to being a member
of your team on the remainder of this project. If you have any questions about this report, or
require additional consultation, please call us.
Sincerely,
PATTISON ENGINEERING, L.L.C.
Geotechnical, Construction Inspection, and Materials Testing Services
31130 1,
OLEG B.
LYSYJ
Expires: 03/13/2018
Oleg B. Lysyj, P.E.
Principal
Copies: Addressee (1) e-mail
Francisco
Principal
1129 N. Winstel Blvd.. Tucson, AZ 85716
Phone: 520.881..1234 . Fax: 520.881.4919
r
Geotechnical Evaluation Tohono Chul Parking Lot and Pavilion
Tohono Chul Park Pattison En inecring Project Number 16-020
TABLE OF CONTENTS
Page No
INTRODUCTION...................................................................................................................................... 1
ProjectInformation.................................................................................................................................. I
Evaluationand Testing............................................................................................................................ 2
FieldEvaluation.............................................................................................................. 2
LaboratoryEvaluation................................................................................................... 2
FINDINGS.................................................................................................................................................. 3
SiteConditions......................................................................................................................................... 3
SubsurfaceConditions............................................................................................................................. 3
Conclusions.............................................................................................................................................. 3
Compressive Properties.................................................................................................. 3
ExpansiveProperties...................................................................................................... 4
Results of Infiltration Testing....................................................................................... 4
RECOMMENDATIONS........................................................................................................................... 4
General.................. ................................................................................................................................... 4
PavilionFoundations................................................................................................................................ 5
LateralEarth Pressures............................................................................................................................. 5
Seismicity................................................................................................................................................. 6
Decomposed Granite Parking Lot and Drives..........................................................................................
6
Temporary Construction Excavations......................................................................................................
6
Slopesand Soil Erodibility .......................................................................................................................
7
SurfaceDrainage................................................................................................................... ..........
8
ConstructionReview..............................................................................................................................
10
EARTHWORK.........................................................................................................................................
10
General................................................................................................................. .......
...........................
10
SiteClearing..........................................................................................................................................
10
Excavation..............................................................................................................................................
10
UtilityTrench Backfill...........................................................................................................................
11
Materials.................................................................................................................................................
11
Placementand Compaction....................................................................................................................
12
CLOSURE.................................................................................................................................................13
AdditionalServices................................................................................................................................
13
Limitations.............................................................................................................................................
13
APPENDIX...............................................................................................................................................
15
Siteand Exploration Location Plan........................................................................................................
16
Methodof Soil Classification...................................................................................................................
17
BoringLog Notes......................................................................................................................................
18
Laboratory Test Results...........................................................................................................................
19
BoringLogs...............................................................................................................................................
20
Geotechnical Evaluation Tohono Chu] Parking Lot and Pavilion
Tohono Chul Park Pattison Engineering Project Number 16-020
INTRODUCTION
This report presents the results of our geotechnical engineering services for the proposed new
parking lot and pavilion to be located at the Tohono Chul Park at 7366 N Paseo del Norte in Oro
Valley, Arizona. The site is in the southeast quarter of Section 35, Township 12 South, Range 13
East, of the Gila and Salt River Meridian, Pima County, Arizona. The Site Plan in the Appendix
shows the location of the site.
We obtained information on site soil conditions, performed field and laboratory testing, and
geotechnical engineering analyses. This report presents our conclusions and recommendations
regarding the engineering properties of the soils encountered and their relationship to the proposed
development. Specifically, the report addresses the following information:
♦ General site and subsurface conditions encountered during our evaluation.
♦ Recommendations and design criteria for foundation systems, including
allowable bearing capacity, lateral earth pressures and estimated settlements.
♦ Recommendations for grading requirements, including site and building area
preparation, fill placement, and suitability of existing soils for fill.
The Appendix contains the results of the field explorations and tests and provides a site plan
showing the exploration locations.
Project Information
We understand that 100 additional parking spaces will be added to the existing lot of Tohono Chul
Park. In addition, we understand that a decomposed granite surface will be used in lieu of flexible
asphalt pavement. A vertical constraint of some kind will be used most likely consisting of a
concrete curb, rip -rap, or some type of edging. In addition, we understand that infiltration testing is
also desired to determine the infiltration rate of the soil for the purpose of stormwater management.
A new pavilion is also expected. We have not been provided with a grading plan but based on the
existing topography of the site we expect finished grades will be at or near existing grades. We
expect maximum column loads will be 60 kips. Currently, we are unaware of any special or unusual
equipment or features such as retaining walls, basins, bridges, major screen walls, or off -site
elements.
PATTISON ENGINEERING, L.L.0
Geotechnical Evaluation
Tohono Chul Park
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
Evaluation and Testing
To obtain information on the conditions at this site and to determine applicable soil properties, we
completed an on -site evaluation. The extent of our evaluation and testing programs is described in
the following section.
Field Evaluation
Pete Moreno, a Field Specialist with our firm, reviewed the site to obtain information on the
general surface conditions. On February 29, 2016 he observed the drilling of 6 soil borings at
the site to depths of approximately 5 to 10.5 feet below existing site grade. The site plan
shows the approximate exploration locations. The Appendix contains logs of the subsurface
conditions encountered at the explorations.
During the field exploration, the subsurface conditions were described and the encountered
soils were sampled, visually classified and logged. We used the Unified Soil Classification
System to classify soils. The soil classification symbols appear on the exploration logs and
are briefly described in the Appendix.
Additional two infiltration tests were performed in areas of proposed storm water
retention/detention areas. The tests were run in 12-inch-diameter, single -ring infiltrometers
at depths of about 1 foot. The tests were run with about 1 foot of head until stabilized rates
were obtained.
Laboratory Evaluation
We performed laboratory analyses on soil samples to aid in material classification and
estimate pertinent engineering properties of the on -site soils. We performed the tests in
general accordance with applicable ASTM standards. The Appendix contains our laboratory
test results.
As requested by the client, we also obtained four samples of near -surface soil from our soil
borings at both the proposed plant location and pipeline alignment location for arsenic
content testing. The samples were delivered to Turner Laboratories for this analysis and the
results of this testing are provided in the Appendix.
PATTISON ENGINEERING, L.L.0
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Geotechnical Evaluation
Tohono Chul Park
FINDINGS
Site Conditions
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
At the time of our exploration the site was the established Tohono Chul Park with existing parking
and drive areas, a visitor center, gardens, paths, and ramadas. Our specific work areas were in the
southeast parking area where the pavilion will go, and in parking and drive areas throughout the
park. The paved parking area has a 2-inch asphalt concrete surfacing. The grounds are relatively
flat and level with a drainage gradient to the west and northwest.
Subsurface Conditions
The soils generally consisted of silty and clayey sands with varying amounts of gravel. The soils
exhibited low plasticity. No zones of carbonate cementation were encountered in some of the
borings. The soil moisture conditions were dry to damp at the time of our field evaluation and no
free groundwater was encountered in any of soil borings. .
Conclusions
In our opinion, the site's natural subsurface soil conditions can be made suitable for support of the
proposed development provided the designers, contractors, and owners follow the report
recommendations. Our conclusions regarding the soils and planned development are given in the
following discussion.
Compressive Properties
At their existing moisture contents, the soils near foundation levels, exhibit a low to moderate
compressive potential under the loads expected for the construction. At increased moisture
contents, however, the soils have a moderate to high collapse potentials. We expect that total
settlement of the proposed structures, supported as recommended, will be less than 1 inch.
Differential settlement should be approximately half of the total settlement provided there is
positive drainage and typical local climatic conditions prevail.
Most settlement is expected to occur soon after construction, although additional foundation
movements could occur if water from any source infiltrates the underlying soils. Severe
overwatering, ponding water, and significant or prolonged leaks that wet soils below several
feet can result in adverse differential settlement.
The estimated differential soil movements stated above are based on the typical climatic
conditions and proper site drainage conditions. The engineered fill will mitigate, but not
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Geotechnical Evaluation
Tohono Chul Park
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
eliminate, the potential for additional settlement if the soils below the engineered fill become
wet. Accordingly, creating and maintaining positive drainage of surface water away from the
structure is imperative. Additional significant movements are possible if the underlying soils
increase in moisture from other water sources such as inadequate, damaged, or obstructed
subdrains, water or sewer line leaks, irrigation leaks, excessive irrigation, etc.
Expansive Properties
The existing site near surface soils are granular and have low plasticity and a low expansive
potential. We expect that considerations due to soil heave are unnecessary. The earthwork
must be carefully monitored by experienced personnel supervised by a Geotechnical
Engineer. The contractor should notify the Geotechnical Engineer if the soil conditions vary
significantly from those shown in this report or if there are any questions regarding the type
of soil or its condition.
Results of Infiltration Testing
The results of our infiltration testing are provided in the table below:
Test Location . Stabilized Infiltration; Rates min/in
1-1 34
1-2 16
RECOMMENDATIONS
General
All structural elements will experience at least some differential movement and the various
components must accommodate this potential. We recommend that you have the Architect, the
Structural Engineer, Civil Engineer, Landscape Architect, and all other design team members and
contractors read this report and consider our comments. The basis for our comments on foundation
and slab design details is primarily our experiences with recurring problems associated with many of
these items.
In the following section, we provide recommendations for the supporting systems that we believe are
appropriate for the construction conditions. We do not intend to provide recommendations that
prevent all undesirable effects resulting from structural movements. We intend to provide reasonable
solutions to help control effects the soil may have on the structures.
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Geotechnical Evaluation
Tohono Chul Park
Pavilion Foundations
Tohono Chu] Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
We expect that the proposed pavilion can be supported by conventional spread foundations bearing
on engineered fill. The engineered fill shall be constructed according to the recommendations given
in the Earthwork section of this report. We recommend the spread foundations bear at a minimum
depth of 1-foot below lowest adjacent grade. We recommend an allowable bearing pressure of 1000
psf, with minimum dimensions of 24-inches square. Total settlement is expected to not exceed one -
inch. Differential settlements are expected to range from 1/2 to 2/3 of the total settlement.
The Geotechnical Engineer or his representative must observe the site preparations and foundation.
excavations. The purpose of this review would be to determine if the soils and conditions are similar
to those expected for support of the footings. Any soft, loose or unacceptable soils should be
properly compacted and may require additional undercutting.
Lateral Earth Pressures
For cantilevered or restrained (at -rest case) foundation elements above any free water surface with
level backfill and no surcharge loads, the recommended equivalent fluid pressures and coefficients
of base friction are presented in the following table. -
EARTH PRESSURE STATE
EQUIVALENT FLUID
Active
_
Undisturbed Native Soil
34
Granular Backrill
30
Passive
Undisturbed Native Soil
360
Granular Backrill
450
At -rest restrained
Undisturbed Native Soil
52
Granular Backrill
50
Coefficient of Base Friction = 0.45*
* For short retaining walls with minimal cover on the outside face, the coefficient of
base friction should be reduced to 0.35 when used in conjunction with passive pressure.
We do not expect submerged soil conditions; the lateral earth pressures shown therefore do not
include this condition. We should be consulted for additional recommendations if submerged
conditions are to be included in the design. Any surcharge from adjacent loading will also increase
the lateral pressure and must be added to the above earth pressures.
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Geotechnical Evaluation
Tohono Chul Park
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
Seismicity
We recommend using a Site Class designation of D for seismic analyses using the 2012 International
Building Code. Ss, the spectral response acceleration at short period is 0.272g. St, the spectral
response acceleration at 1-second period is 0.077g. Site coefficients Fa and Fv in accordance with
tables 1613.3.3 (1) and 1613.3.3 (2) are 1.58 and 2.42, respectively.
Decomposed Granite Parking Lot and Drives
We understand that you desire to use decomposed granite in lieu of flexible asphalt pavement for the
parking lot and drives. The existing soils are mostly granular and also contain low to medium plastic
fines. Such soils, if well -compacted and appropriately graded, can provide a reasonable base surface.
Scarify, moisten or dry as required, and compact exposed subgrade to a depth of at least 12 inches to
at least 95% of maximum density as determined by ASTM D-698 prior to placing the decomposed
granite.
After recompaction the exposed subgrade should be proof -rolled with heavy equipment under the
observation of our geotechnical representative detect any yielding areas. Any yielding areas shall be
appropriately corrected.
The site soils, however, are likely to be susceptible to erosion after moderate rains. The roadway
surface could also remain trafficable longer and require less maintenance if graded to provide
positive drainage away from the surface of the roadway/drive. Surface drainage should be diverted to
avoid concentrated drainage paths along or across the roadway surface. Conveyance devices should
be provided as required to help keep drainage off the surface. Vehicular traffic, especially heavier
vehicles, during or shortly after rainfall events could cause rutting and should be expected to
experience traction difficulties. During dry periods, the road surface should be expected to contribute
dust, especially while being traveled and during high winds. Regular maintenance should be planned
for, especially during rainy seasons.
Temporary Construction Excavations
Temporary unsurcharged construction excavations should be sloped or shored. Slopes should not be
steeper than 1 to 1 (horizontal to vertical) in the natural soil. Slopes may need to be flattened
depending on conditions exposed during construction. If there is not enough space for sloped
excavations, shoring should be used.
PA71TISON ENGINEERING, LAX
Geotechnical Evaluation
Tohono Chul Park
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
Various shoring systems are possible; their selection and design, however, is beyond the scope of
our current evaluation. The design of a retaining system is dependent on the construction method,
the sequence of operations, and adjacent construction. The contractor's and designer's .
responsibilities for design and construction should be clearly defined. Exposed slopes should be kept
moist (but not saturated) during construction. Traffic and surcharge loads should be at least 10 feet
from the top of the excavation. All excavations should be completed in accordance with the most
recent OSHA requirements.
Slopes and Soil Erodibility
To provide slope stability against mass failure, we recommend that cut and fill slopes less than 10
feet in height have maximum gradients of 1 to 1 (horizontal to vertical). Fill embankments must be
properly compacted and, when occurring on natural slopes with inclinations equal to or greater than
S to 1, constructed on reasonably level cut benches. We recommend that fill slopes be compacted
and then cut back or shaped so that proper compaction is obtained. It may not be necessary to
overbuild and cut back slopes if the contractor demonstrates that the techniques used result in a
properly compacted and prepared slope face. These allowable slope gradients assume proper
protection against erosion.
Exposed slopes should be covered as quickly as possible with vegetative or other ground covers such
as mulch, jute netting, crushed rock, or rip -rap to avoid unnecessary soil losses. Slopes should be
scraped or raked across the slopes (perpendicular to flow), unless they are trackwalked, to aid in
providing greater infiltration rates of surface water. If the slopes are shaped by trackwalking, with
tracked vehicles, they should be worked up and down as the tread imprints will create grooves
parallel to the slope which will aid infiltration rates and trap seeds.
During construction, graded, unprotected areas should retain as much natural vegetation as possible.
Vegetation along the perimeters of graded areas should be left intact to control erosion and serve as a
sediment trap. Exposed soil areas should be sprinkled with water during construction to reduce
transportation of soil by wind. If rains are anticipated during construction, flows over the disturbed
areas can be minimized by diverting upslope surface water through use of berms or ditches. Outfall
areas associated with detention areas, diversion features, or collection facilities should be provided
with energy dissipators such as riprap aprons to reduce surface water velocity.
The following table shows the recommended slope protection for various slope gradients with
vertical slope heights of less than 10 feet.
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Geotechnical Evaluation Tohono Chu] Parking Lot and Pavilion
Tohono Chul Park Paltison Engineering Project Number 16-020
Slope,Gradlent' �
Slope Protection
horizontal to vertical
3:1 or flatter
Revegetate with native species or provide other
round covers such as netting or crushed rock
Rip -rap with filter cloth or cover with mulch, jute, or
2:1 to 3:1
excelsior netting and then revegetate with native
species or provide other ground covers
1:1 to 2:1
Grouted or wire -tied rip -rap, asphalt emulsion, or
concrete revetments
Steeper than 1:1
Stability analysis or retaining wall designed by a
structural engineer
Often, unprotected cut and fill slopes are desired for portions of the project. Given the same slope
gradients and slope lengths, unprotected slopes can result in about 10 times more soil loss than
protected slopes However, slope gradients and slope lengths are the most critical aspects controlling
soil loss since they directly influence the velocity of runoff. If unprotected slopes are used, we
suggest they be 5 to I (horizontal to vertical) or flatter and at least protected from concentrated
upslope drainage. Continuous slope lengths should also be kept relatively short, preferably less than
15 feet. Slope lengths can be reduced by providing frequent intercepting benches or terraces. Areas
beneath unprotected slopes may require sediment retention structures to trap eroded soil before it is
deposited on undesirable areas. Unprotected slopes should eventually become vegetated and an
erosion pavement, resulting from the erosion process, is likely to form across the surface.
Erosional activity, if allowed to form and propagate, will increase soil loss and could cause loss of
support to structures, streets and other facilities. Periodic maintenance and prompt repair of erosional
features is important to prevent unnecessary soil losses. I`he effectiveness of erosion control
measures should be evaluated subsequent to heavy.or prolonged rains. We also recommend an
erosional maintenance program be established and implemented.
Surface Drainage
A major cause of soil -related damage to structures in this region is moisture increases in the
supporting soil. It is therefore extremely important to provide positive drainage away from the
structure, both during construction and throughout its life. Infiltration of water into utility or
foundation excavations must be prevented.
Waterlines and sewerlines should be carefully tested and inspected for leaks prior to backfilling.
Planters and other surface features that could retain water in areas adjacent to the structure should be
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Geotechnical Evaluation Tohono Chul Parking Lot and Pavilion
Tohono Chu] Park Pattison Engineering Project Number 16-020
eliminated or constructed so that accumulated water is discharged onto a positive gradient at least 5
feet from the structures. Roof rainwater, water from cooling unit condensation, and water heater
drains should also be discharged onto a positive gradient at least 5 feet from the structure. Trees
should not be planted closer to houses than their expected canopy radius at maturity.
In areas where sidewalks or paving do not immediately adjoin the structure, protective slopes should
be provided with an outfall of at least 3 percent for at least 5 feet from perimeter walls. Backfill
against footings, exterior stemwalls, and in utility and sprinkler line trenches should be well
compacted and free of all construction debris to minimize the possibility of moisture infiltration.
As previously stated, elements holding or transporting water near structural elements should use
high -quality materials and high -quality control measures should be used during construction. All
underground piping within or near water -retaining structures should be designed with flexible
couplings so minor deviations in alignment do not cause damage. Any utility knockouts should be
oversized to accommodate differential movements. Nearby irrigated areas upgradient and adjacent to
the construction should be eliminated as much as possible or measures should be taken to intercept
and divert water from the area.
We are aware of many pavement and exterior walkway settlement problems within developments.
These settlements are often related to inadequate utility backfill compaction, both in primary
trenches and subsequent connection -service trenches and the introduction of water. Oftentimes, dry
utility trenches are located along road or walkways and outside of curb lines (hence not protected by
pavement) where surface and irrigation water can infiltrate. Furthermore, connection services from
the utilities are often loosely backfilled and frequently occur within drainage swales, conditions that
increase the potential for water to infiltrate beneath the pavement and curbs. Inadequately compacted
trenches, or even trenches backfilled with soils more permeable than the adjacent soils, can act as
conduits for moisture migration. It is very important, therefore, to provide adequate testing and
monitoring of all backfill. If possible, it is advisable to locate connection services beyond drainage
swales.
Some drainage facilities, such as rock -lined drainage swales, often degrade over time and become
inefficient or ineffective. Additionally, they are often just dumped into place and not shaped so as to
properly receive and channelize water. We highly recommend that such porous swales not be
constructed within 10 feet of the structures unless they have significant positive gradients and are
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Geotechnical Evaluation Tohono Chu] Parking Lot and Pavilion
Tohono Chul Park Pattison Engineering Project Number 16-020
constructed to efficiently receive and direct water. A more effective and desirable method would be
to conduct water through closed conduits directly to a properly prepared discharge area.
Construction Review
The Geotechnical Engineer or his representative must observe the site preparations and foundation
bearing conditions. The purpose of this observations would be to determine if the soils and
conditions are similar to those expected for support of the footings. Subgrade preparation and
engineered fill construction supporting structural elements is considered Special Inspection and must
be completed under the continuous observation of the Geotechnical Engineer. Any soft, loose or
unacceptable soils should be properly compacted and may require supplemental recommendations.
We recommend surveying the finished floor elevation of all slabs -on -grade and maintaining this
record. In the event of future movement, this information could be extremely helpful in assessing the
conditions and providing remedial measures.
EARTHWORK
General
Our recommendations for foundation supported on compacted fills depend on compliance with the
recommendations presented in this section. Observation and testing of earthwork, supervised or
performed by a geotechnical engineer, is necessary to assess compliance with these
recommendations.
Site Clearing
Strip and remove any existing vegetation, debris, loose or wet soil and other deleterious materials
from the building areas and at least 5 feet beyond. Over -excavated areas resulting from removal of
unsuitable materials should be backfilled as recommended in this report. All exposed surfaces should
be free of mounds and depressions that could prevent uniform compaction.
Excavation
Excavations in the soils we encountered during our evaluation should be possible with conventional
equipment. The speed and ease of excavations will depend on the type of grading equipment, the
skill of the operators and the structure of the deposit. If more information regarding excavation is
desired, we suggest a study using equipment similar to that expected for the actual construction. The
information contained in this report is intended for design and preliminary estimating purposes.
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Geotechnical Evaluation Tohono Chul Parking Lot and Pavilion
Tohono Chul Park Pattison Engineering Project Number 16-020
Contractors reviewing the report must draw their own conclusions regarding the types of equipment
and methods required to complete the construction.
Foundation Preparation for Spread Foundation Systems
Foundations shall bear exclusively on engineered fill. The contractor shall overexcavate the natural
soils, as required, to provide the thickness of engineered fill shown in the following schedule.
BUILDING EL'EiKEN .;'
REQUIREA"ENGI<NEERED:'FII.L
Zone equal to the foundation width
Spread foundations
and to a minimum depth of 1-foot
below footing bottom elevation
After overexcavation has been accomplished, the contractor should scarify, moisten or dry as
required, and compact the exposed soils to a minimum depth of 6 inches. This 6-inch depth may be
included in the required depth of compaction below foundations. The contractor should prepare the
subgrade and construct engineered fill in a manner resulting in uniform water contents and densities
after compaction.
The Geotechnical Engineer or his representative must observe the site preparations and foundation
excavations. Subgrade preparation and engineered fill construction supporting structural elements is
considered Special Inspection and must be completed under the continuous supervision of the
Geotechnical Engineer. Any soft, loose or unacceptable soils should be properly compacted and may
require additional undercutting.
Utility Trench Backfill
Utility trenches within and beyond the building pad should be made as narrow as possible to reduce
the potential for settlement of overlying slabs and other structures. The practice of digging wide
trenches for the convenience of plumbers and electricians should be avoided, unless such trenches
are carefully backfilled in lifts compacted to 95 percent of Standard Proctor Maximum Dry Density
according to ASTM D-698.
Materials
Imported soils and existing granular soils with low expansive potentials and all particles passing the
6-inch sieve may be used as fill material for the following areas:
♦ Foundation areas
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Geotechnical Evaluation
Tohono Chu] Park
♦ Parking areas
♦ Backfill
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
Imported soils (if required to raise grades) should conform to the following requirements:
IMPORT SOIL PROPERTIES
SIEVE SIZE
PERCENT PASSING, by dry weight
6"
100
No. 4
50-100
No. 200
40 max.
Maximum Expansive Potential = 1.5%*
Maximum Soluble Sulfates = 0.10%
* Measured on a sample compacted to approximately 95 percent of
the ASTM D698 maximum dry density at about three percent
below optimum water content. The sample is confined under a 100
psf surcharge and submerged.
Aggregate base course below concrete floor slabs should conform to the following requirements:
AGGREGATE BASE COURSE
SIEVE SIZE
PERCENT PASSING, by dry weight
1"
100
3/4"
90 to 100
1/4"
45 to 75
No. 200
0 to 10
Plasticity Index = 5 max.
Placement and Compaction
The contractor should place and compact fill in horizontal lifts, 8 to 10 inches in loose thickness,
using equipment and procedures that will produce the recommended moisture contents and densities
throughout the lift. When lighter hand-held compaction equipment is used, the loose lift thickness
should be 4 to 6 inches.
Materials should be compacted to the following standards. Depending on the actual soils and
compaction equipment, compaction moisture contents may need to be changed to avoid or limit soil
yielding or pumping.
Imported soils and, on -site and with low expansion potential should be compacted within a water
content range of 3 percent below to 3 percent above optimum.
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Geotechnical Evaluation
Tohono Chul Park
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
Soil Type,and Area ,"
Minimum'Percent
Cam action,'ASTM 0-698 .
On -site subgrade soils, on -site soils
as subbase till, and imported soils*
Below foundations
95
Below slabs -on -grade
95
Base Course below slabs
95
Base Course below pavement
100
Nonstructural backfill, notproviding
lateral or vertical support of structural
elements
90
Pill 5 feet or more below finished grade should be compacted to at least 100 percent of ASTM D-698.
CLOSURE
Additional Services
Field observation and testing during construction, and reviewing the plans and specifications are
integral factors in developing and implementing our conclusions and recommendations. Our
involvement during construction is important to observe compliance with the design concepts,
specifications, or recommendations, and to allow efficient design changes if the subsurface
conditions differ from those anticipated. PATTISON ENGINEERING, L.L.C. offers these services and is
the most qualified to determine consistency of field conditions with the data used in our analyses. It
is the client's responsibility to make this report available, in its entirety, to all design team members,
contractors, and owners.
Limitations
The services we performed for this project include professional opinions and judgments based on the
data collected. We performed our professional services using the degree of care and skill ordinarily
exercised, under similar circumstances, by reputable geotechnical engineers practicing in southern
Arizona. We do not intend to provide recommendations that prevent all undesirable effects resulting
from structural movements. We intend to provide reasonable solutions to help control effects the soil
may have on the structures. We make no other warranty, expressed or implied.
We prepared the report as an aid for the design of the project. This report is not a bidding document
and any contractors reviewing it must draw their own conclusions regarding site conditions and
specific construction techniques to be used on this project.
PATFISON ENGINEERING, LAX
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Geotechnical Evaluation
Tohono Chul Park
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
Our services did not include any environmental assessment or investigation for the presence or
absence of hazardous or toxic materials in the soil, groundwater, or air, on or below or around, this
site. All conditions documented or observed are strictly for the information of our client. If
environmental information is required, we recommend that an environmental assessment be
completed which addresses these concerns.
We based our recommendations on the assumption the soil and groundwater conditions across the
site are similar to those encountered at the exploration locations. The extent and nature of
subsurface soil and groundwater variations may not be evident until construction. If conditions
encountered during construction appear to differ from those described in this report, we should be
consulted to assess the impact and provide supplemental recommendations. Our evaluation and
report does not include the effects, if any, of underlying geologic hazards or regional groundwater
withdrawal and we express no opinion regarding their effects on surface movement.
PATTISON ENGINEERING, L.L.0
14
APPENDIX
.v r
�'?, ,., � ��« t;�s°r:%9 i#� .9`?�"t ,k "gal• c � _x,••<� � ,���e�4*�? �r «" . ..� . �t:� &+`�.�' ,J �M .i,4+� gam°;"�� :^.fit k: ta.�, , � � � 1Y%d"�v,3+�%'ta��`'"�'s � ."`�?�^" _.
I
Geotechnical Evaluation 'I'ohono Chu] Parking Lot and Pavilion
Tohono Chul Park Pattison Engineering Project Number 16-020
S>tte:anr� .Ex lorateoii Ldcation:l'lan ,
B 4 1-2
I .
r
. E3-5
BORING LOCATION
-INFILTRATION SITE
PATTISON ENGINEERING, L.L.0
16
Geotechnical Evaluation
T'ohono Chul Parking Lot and Pavilion
Tohono Chul Park
Pattison Engineering Project Number 16-020
Method=ofSoi1 Classificatiori
• Fines are those soil
particles that pass the No. 200 sieve. For gravels and sands with between 5 and 12% fines, use of dual
symbols is required (i.e., GW-GM, GW-GC, GP -GM, or GP -GC).
Coarse Grained Scale
(50% retained on 000sieve)
ADJECTIVE'
%°
trace
0-10
some
10-20
with
20-30
"-y" or "-ey"
30-50
P
= poorly graded
W
= well graded
P.I.
ADJECTIVE
< 1
non -plastic
1-10
low plasticity
11-25
medium plasticity
> 25
high plasticity
PATTISON ENGINEERING, L,L,C
17
Major Divisions
Subdivisions
USCS
Symbol
Typical Names
G W
Less than 5%fines*
Wcll-graded gravels or gravel -
sand mixtures, little or no fines
Gravels
GP
Less than 5%fines*
Poorly graded gravels or gravelly
(More than 50% of
sands, little or no fines
GM
° fines*
More than 12 /o
Silty gravels, gravel -sand -silt
Coarse -grained soils
coarse fraction retained
on No. 4 sieve)
mixtures
GC
More than 12%fines*
Clayey gravels, gravel -sand -clay
(More than 50%
retained on No. 200
mixtures
SW
Less than 5%fines*
Well -graded sands or gravelly
sieve)
Sands
sands, little or no fines
SP
Less than 5%fines*
Poorly graded sands or gravelly
(50% or more of
coarse fraction passes
sands, little or no fines
SM
More than 12%fines*
Silt sands, sand -silt mixtures
No. 4 sieve).
SC
More than 12%fines*
Clayey sands, sand -clay mixtures
ML
Inorganic soil
Inorganic silts, rock flour, silts of
low plasticity
Silts and Clays (Liquid
CL
Inorganic soil
Inorganic clays of low plasticity,
limit less than 50)
gravelly clays, sand • clays, etc.
OI,
Organic soil
Organic silts and organic clays
Fine-grained soils
of low plasticity
(50% or more passes
MH
Inorganic soil
inorganic silts, micaceous sills,
the No. 200 sieve)
Silts and Clays
silts of high plasticity
CH
Inorganic soil
Inorganic highly plastic clays, fat
(Liquid limit 50 or
more)
clays, silt clays, etc.
OH
Organic soil
Organic silts and organic
U.S. Standard
CLASSIFICATION
Sieve Site
BOULDERS
Above 12"
COBBLES
12" to 3"
GRAVEL,
3" to No. 4
Coarse
3" to 3/4"
Fine
3/4" to No. 4
SAND
No. 4 to No. 200
Coarse
No. 4 to No. 10
Medium
No. ] 0 to No. 40
Fine
No. 40 —No. 200
SILT R CLAY
Below No. 200
Geotechnical Evaluation Tohono Chu] Parking Lot and Pavilion
Tohono Chul Park Pattison Engineering Project Number 16-020
BoriniLoi N6CS
The number shown in Boring No. refers to the approximate location of the same number shown
on the Site Plan as positioned in the field by pacing from property lines and/or existing features.
The number shown in Blows/6" refers to the number of blows of a 140-pound weight dropped
30 inches, required to advance the sampler. H in Sample Type is a hand sample from the auger
cuttings. RS in Sample Type is a 2.42-inch-inside-diameter ring sampler. Refusal to penetration
for the ring sampler is considered more than 50 blows per foot. SS in Sample Type is a 2.0-inch-
outside-diameter split -spoon sampler. This sampler is used to perform the Standard Penetration
Test (SPT) ASTM D1586. Refusal to penetration is considered to be one of the following items:
1. A total of 50 blows has been applied during any one of the three 6-inch increments; 2. A total
of 100 blows has been applied; 3. There is no observed advance of the sampler during
application of 10 successive blows of the hammer.
USCS Code refers to the soil type as defined by the Unified Soil Classification System. The
soils were visually classified in the field and, where appropriate, classifications were modified by
visual examination of samples in the laboratory and by appropriate test.
These notes and boring logs are intended for use in conjunction with.the purposes of our services
defined in the text. Boring log data should not be construed as part of the construction plans or as
defining construction conditions.
Boring logs depict our interpretations of subsurface conditions at the locations and on the date(s)
shown. Variations in subsurface conditions and soil characteristics may occur between borings.
Groundwater levels may fluctuate due to seasonal variations and other factors.
In general, terms and symbols on the boring logs conform with "Standard Definitions of
Terms and Symbols Relating to Soil and Rock Mechanics" (ASTM D653).
PATTISON ENGINEERING, L.L.0
18
Geotechnical Evaluation
Tohono Chul Park
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
BORING
NO.
DEPTH
(FT)
PLASTICITY
%
PASSING
#200
SIFVE
SOIL
CLASSIFICATION
IN -SITU
DENSITY
(PCF)
IN -SITU
MOISTURE
CONTENT
(°/")
LL
PI
B-1
0-1.5
23
6
14.5
SC-SM
B-2
0-1.5
22
4
16.7
SC-SM
B-2
1.5-2.5
SC-SM
106
3.7
B-3
0-5
27
6
11.2
SC-SM
B-4
0-5
33
11
21.4
SC
B-5
0-5
26
9
20.9
SC
B-6
0-5
28
8
18.9
SC
COMPRESSION TESTING
BORING
NO.
DEPTH
(FT)
IN -SITU
DRY
DENSITY
(PCF)
IN -SITU
MOISTURE
CONTENT
N
SURCHARGE
(KSF)
TOTAL COMPRESSION (%)
UNSATURATED
SATURATED
B-2
1.5-2.5
106
3.7
1.0
3.2
1.5
3.6
12.1
EXPANSION TESTING
BORING.
NO.
DEPTH
(FT)
REMOLD*
DRY
DENSITY
(PCF)
REMOLD*
MOISTURE
CONTENT
(%)
SURCHARGE
(KSF)
TOTAL EXPANSION (%)
UNSATURATED
SATURATED
B-4
0-5
110.2
9.7
0.1
0
0.7
*Sample remolded to approximately 95% of its maximum standard proctor density at
approximately 3% below its optimum moisture content.
PATTISON ENGINEERING, L.L.0
19
Geotechnieal Evaluation
Tohono Chu] Park
PATTISON ENGINEERING, L.L.0
Tohono Chul Parking Lot and Pavilion
Pattison Engineering Project Number 16-020
WE
Project Number 16-020
BORING NUMBER
i.) i 1 S )N Geotechnica! Engineering
y r Construction Inspection B-1
Materials Testing,
SHEET 1 OF 1
Client: Tohono Chul Park _
Project: Tohono Chul Parking Lot and Pavilion
Location of Boring:
Location: 7366 N. Pasco del Norte Pima County, AZ
'SITE PLAN
LL
Elevation: Datum:
Logged By: PM Date: 2/29/16
w
z p
5.3:w
U)
ti
Subsurface Conditions or Remarks:
> O
uj
p
a
..
w
G-
EE o W
m
I"
2.5" ABC, 3" asphalt
a
J
2
cn
p
cA
==
LL1
O
=
a-
co
U
--
U1
w
Ui
of
z z
DESCRIPTION OF SUBSURFACE CONDITIONS
a
p
m
p
�
SC-SM
SILTY, CLAYEY SAND; with gravel, light brown to brown, damp, medium'
1
dense, low plasticity
RS
38
12/12
2
SP
SAND; with gravel, light brown, damp, dense, non -plastic
49
—
3
4 `-
SS
9
18/18
5
Medium dense
11
6 _
12
7
8
9
SS
3
18/18
10
4
Il _
6
12
BOTTOM OF HOLE AT 11.5 FEET
13
-
No Free Water Encountered
14
15
16
17
18
19
20
21
-
22
23
-
24
25
26
27
28
29
Sample Type Key:
Drilling Equipment:
SS = Split Spoon
CME 75 Drill Rig equipped with 6-5/8" OD x 3-1/4" ID
IRS = Ring Sample
hollow -stem, continuous -flight auger
H = Hand Sample
Project Number 16-020
BORING NUMBER
111ATTISON Geoiechnical Engineering
Construction Inspection
Materials Testing
B-2
SHEET I OF 1
— ---------- ---------------------
Client: Toliono Chul Park
oject: Lot and
Pr0 a 8 Pavilion
LSEE ocation 0'Boring:
P, C, Norte Irna County, AZ
SITE PLAN
L-_
Elevation: Datum:
Logged By: PM Date: 2/29/16
LU
—0
Z �'
Ul
(0
3:
Subsurface Conditions or Remarks:
Lu
� 0
0
0
UJ
ui
W
0
Uj
a!:!:1
0
0
2.5" Asphalt
itZ'
2
U)
0
U)
LU LU
= 3:
W
U)
0
F-'r
CL
U)
U)
z �5
LU
Lu
Q�
D
DESCRIPTION OF SUBSURFACE CONDITIONS
<
Co
0 L)
z
z
_j
W
0
D
Q
>_
F
Z
0
If
—
-----------
0
SC-SM
SILTY, CLAYEY SAND; with gravel, brown, damp, medium dense, low
I —
plasticity
RS
11
12/12
2
21
3
4
RS
25
12/12
5
Trace cobbles, dense
29
6
7
8
9
SS
17
18/18
1
22
1
17
12
BOTTOM OF HOLE AT 11.5 FEET
13
No Free Water Encountered
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Sample Type Key:
Drilling Equipment:
SS = Split Spoon
CME 75 Drill Rig equipped with 6-5/8" OD x 3-1/4" ID
RS = Ring Sample
hollow -stem, continuous -flight auger
H = Hand Sample
Project Number 16-020
— -------------- - ------ - ..� --------------- u
PAty {,) jY'ti, Geotechnicat Engineering
BORING NUM$ER
IN ".• �:�� 1 1�i (J � i , (,� , Construction
MaterudsInspection
p
g
SHEET 1 OF t
Client: Tohono Chul Park
Project: 'Ibhono Chul Parking Lot and Pavilion Location of Boring:
Location: 7366 N. Paseo del Norte Pima County, AL SEE SITE PLAN
F-
Elevation: Datum:
Logged By: PM Date: 2/29/16
z
in
uJ
Subsurface Conditions or Remarks:
Q.
o:
> O
p
w
p
a
a
o w
m
6"-8"ABC, 2" asphalt
J
(n
p
0
W
O
=
a
U)
w
W
0)m
zCr
=
U V
z
�
0)
_
fp
z
D
DESCRIPTION OF SUBSURFACE CONDITIONS
p
Co
_
1-1
-
0
I
SP-SC
SAND; with clay and gravel, brown, damp, low plasticity
2
3
4
5
BOTTOM OF HOLE AT 5 FEET
6
No Free Water Encountered
7
8
9
10
-
Il
12
13
14
15
16
17
18
19
20
21
-
22
23
-
24
25
-
26
27
28
29
_
Sample Type Key:
Drilling Equipment:
SS = Split Spoon
CME 75 Drill Rig equipped with 6-5/8" OD x 3-1/4" ID
RS = Ring Sample
hollow -stem, continuous -flight auger
H = Hand Sample
Project Number 16-020
r
S ATAON Geotechnical Engineering
BORING NUMBER
7
h 1 I Construction Inspection
j : � t ; I \ I N ( 7 1, �_
B -4,
: , , , Materials Testing
SHEET t OF t
Client: Tohono Chul Park
Project: Tohono Chul Parking Lot and Pavilion Location of Boring:
Location: 7366 N. Paseo del Norte Pima County, AZ SEE SITE PLAN
LL
Elevation: Datum:
Logged By: PM Date: 2/29/16
a
w >
W
v
Subsurface Conditions or Remarks:
C
uJ
> O
O
W
p
a
W
CL
o w
in
L)
2" Asphalt
�7_
o
J
In
(n
LU fn
O
F-
a-
co
W
O
m
= =
U V
z z
J
(n
=
W
p
p
DESCRIPTION OF SUBSURFACE CONDITIONS
of
p
m
p
}1
0
I
Sc
CLAYEY SAND; with gravel, light brown, dry, medium plasticity
2
3
4
5
BOTTOM OF HOLE AT 5 FEET
6
No Free Water Encountered
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
-
23
24
25
26
27
28
29
Sample Type Key:
Drilling Equipment:
SS = Split Spoon
CME 75 Drill Rig equipped with 6-5/8" OD x 3-1/4" ID
RS = Ring Sample
hollow -stem, continuous -flight auger
H = Hand Sample
Project Number 16-020
BORING NUMBER
IS( )N Geotechnical Engineering
};` 1<..•, 'IS (
�r> S f Construction Inspection B.5
".7 [ C
; i \ 1 i�� r 1 : , Materials Testing
SHEET 1 OF 1
___.._____._______._.__M..._.._.,
{{
Client: Tohono Chul Park
Project: Tohono Chul Parking Lot and Pavilion Location of Boring:
Location: 7366 N. Pasco del Norte Pima Countv, AL SEE SITE PLAN
Datum:
Logged By: PM Date: 2/29/16
W
z
O
in
U_
Subsurface Conditions or Remarks:
>
w
O
w
p
a
Wa
o
Co
u_
2" Asphalt
o
J
:F
fn
O
In
2=
W
O
T
a
U)
--
W
W
DESCRIPTION OF SUBSURFACE CONDITIONS
0
m
U U
z Z
�
m
0
o
W
H -
Il
I
SC
CLAYEY SAND; with gravel, light brown, dry, low plasticity
_
2
3
4
5 BOTTOM OF MOLE AT 5 FEET
6 No Free Water Encountered
7
8
9
10 -
II
12
13
14
15 -
16
17
i8
19
20
21
22
23
24
25 -
26
27
28
29 -
Sample Type Key:
Drilling Equipment:
SS = Split Spoon
CME 75 Drill Rig equipped with 6-5/8" OD x 3-1/4" ID
RS = Ring Sample
hollow -stem, continuous -flight auger
H = Hand Sample
Project Number 16-020
BORING NUMBER
Geotcchnical Engineering
Construclion Inspection B-6
Materials Testing
SHEET 1 OF I
Client: Toliono CIILII Park
Project: T0110110 ChUl Parking Lot and Pavilion
Location of Boring:
Location: 7366 N. Pasco del Norte Pima County, AZ
SEE SITE PLAN
t!__
Elevation: Datum:
Logged By: PM Date: 2/29/16
Lu
=
(D
.:� 0
UJ 5
V)
:�.
—
F_
—
U_
0
Subsurface Conditions or Remarks:
CL CLrr
> 0
q
0
W
W
uJ
a
LU
a Lu
u_
0
0
2" Asphalt
_J
Lo U
W
U)
P
C
U)CL
0D
zco
u
<
0
M
= a0
0 V
zu
U)
z
DESCRIPTION OF SUBSURFACE CONDITIONS
0
co
Sc
CLAYEY SAND; with gravel, light brown, dry, low plasticity
2
3
4
5
BOTTOM OF HOLE AT 5 FEET
6
No 17i-ee Water Encountered
7
8
9
10
II
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
J(L_
Sample TypeKey:
Drilling Equipment:
SS = Split Spoon
CME 75 Drill Rig equipped with 6-5/8" OD x 3-1/4" ID
RS = Ring Sample
hollow -stem, continuous -flight auger
H = Hand Sample
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
APPLICATION FOR THE ISSUANCE OF CONDITION OF TITLE REPORT
Applicant is in the process of investigating the Ownership of and defects, liens and encumbrances against an Interest in Land. As a
component of that investigation, Applicant hereby requests the Company to furnish Applicant with a Report based upon the
hereinafter defined Title Instruments, which Report will disclose the Ownership of and defects, liens and encumbrances against the
hereinafter identified Interest in the hereinafter described Land. Applicant does not at this time need nor desire the benefit or
protection afforded by a Policy of Title Insurance. The Report provided will be solely for the purpose of facilitating Applicant's
investigation and for the sole use and benefit of Applicant and may not be used or relied upon by any other party.
1. The following terms when used in the Application and the Report shall mean:
a. Applicant — The party or parties who have executed this Application and who are named in the Report.
b. Company — The Title Insurance Company making the Report.
C. Report — Condition of Title Report.
d. Land — The real property described in the Application.
e. Interest — The Estate in the Land described on the Application.
f. Ownership — The Vesting of title to the Interest identified in the Application.
g. Title Instruments:
1. Documents recorded in the Office of the County Recorder of the County in which the land is located
reviewed by the Company to facilitate the Company's issuance of title insurance policies excluding
therefrom, however, any documents pertaining to (a) unpatented mining claims, (b) patents, (c) water
rights, claims or title to water, (d) the lease, grant, exception or reservation of minerals or mineral rights.
2. Documents, obtained by the Company to facilitate the issuance of title insurance policies, relating to the
payment of Real Estate Taxes levied on the Interest in the Land excluding therefrom, however, any special
assessments which are not collected by the Tax Collector for the County in which the Land is located.
The Land is described as follows:
See Exhibit A attached hereto and made a part hereof.
The Interest in the Land is a:
❑ a. Fee
❑ b. Leasehold created by
❑ C. Other
4. Applicant specifically instructs the Company to set forth in the Report only the Ownership of and defects, liens and
encumbrances against the Interest in the Land as disclosed by the Title Instruments. Applicant understands that during the
course of preparing the Report, the Company may become aware of other matters pertaining to the Land or other Interests
therein. Even if the company knows or would have reason to know Applicant may have an interest in these other matters,
Applicant imposes no duty or responsibility on the Company to disclose those matters to Applicant either through the Report
or otherwise.
5. BY THE EXECUTION AND SUBMISSION OF THIS APPLICATION TO THE COMPANY, APPLICANT
ACKNOWLEDGES AND AGREES:
Condition of Title Report
a. That the Company's sole obligation under the Report, and this Application, shall be to set forth the Ownership of
and defects, liens and encumbrances against the Interest in the Land as disclosed by the Title Instruments.
b. That the Company shall not be obligated under this Report to pay costs, attorneys' fees, or expenses incurred in any
action, proceeding, or other claim brought against Applicant.
C. That the Report is not an abstract of title, title opinion, preliminary report or commitment to issue title insurance.
d. That the Company's liability under the Report for an error or omission is, as stated below, limited and that if
Applicant desires that the Company assume additional liability, a Policy of Title Insurance, Binder, Commitment, or
Guarantee should be requested.
e. That Applicant shall have no right of action against the Company, whether or not based on negligence, except under
the terms and provisions of, and subject to all limitations of this Application and the Report.
f. That the Report is not valid and the Company shall have no liability thereunder unless this Application is attached
thereto.
LIMITATION OF LIABILITY
APPLICANT RECOGNIZES THAT IT IS EXTREMELY DIFFICULT, IF NOT IMPOSSIBLE, TO DETERMINE THE EXTENT
OF LOSS WHICH COULD ARISE FROM ERRORS OR OMISSIONS IN THE REPORT. APPLICANT RECOGNIZES THAT
THE FEE CHARGED IS NOMINAL IN RELATION TO THE POTENTIAL LIABILITY WHICH COULD ARISE FROM SUCH
ERRORS OR OMISSIONS. THEREFORE, APPLICANT UNDERSTANDS THAT THE COMPANY IS NOT WILLING TO
PROCEED IN THE PREPARATION AND ISSUANCE OF THE REQUESTED REPORT UNLESS THE COMPANY'S
LIABILITY IS STRICTLY LIMITED. APPLICANT AGREES WITH THE PROPRIETY OF THIS LIMITATION AND AGREES
TO BE BOUND BY ITS TERMS.
THIS LIMITATION IS AS FOLLOWS:
APPLICANT AGREES, AS PART OF THE CONSIDERATION FOR THE ISSUANCE OF THIS REPORT, THAT THE
COMPANY SHALL BE LIABLE TO APPLICANT UNDER THIS REPORT SOLELY BY REASON OF AN ERROR OR
OMISSION BY THE COMPANY IN FAILING TO SET FORTH THE OWNERSHIP OF AND DEFECTS, LIENS AND
ENCUMBRANCES AGAINST THE INTEREST IN THE LAND AS DISCLOSED BY THE TITLE INSTRUMENTS, WHICH
ERROR OR OMISSION BY THE COMPANY HAS CAUSED LOSS TO THE APPLICANT; AND THEN THE LIABILITY
SHALL BE A ONE-TIME PAYMENT TO APPLICANT OF FIVE THOUSAND DOLLARS ($5,000.00).
ACCORDINGLY, APPLICANT REQUESTS THAT THE REPORT BE ISSUED WITH THIS LIMITATION AS.A PART OF THE
CONSIDERATION THAT APPLICANT GIVES THE COMPANY TO PREPARE AND ISSUE THE REPORT.
APPLICANT CERTIFIES THAT HE HAS READ AND UNDERSTOOD ALL OF THE TERMS, LIMITATIONS AND
CONDITIONS OF THIS APPLICATION.
EXECUTED THIS day of ,
(This Application must be signed by the Applicant or an agent representing the Applicant.)
APPLICANT:
MAILING ADDRESS:
Print or Type Name
Signature Telephone
AGENT FOR
APPLICANT MAILING ADDRESS:
Print or Type Name
Signature
Condition of Title Report
Telephone
AILIL
__ - Fidelity National Title Insurance Company
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
CONDITION OF TITLE REPORT
Fidelity National Title Insurance Company, a Florida Corporation,
herein called the Company,
SUBJECT TO THE TERMS, LIMITATIONS AND CONDITIONS OF THE APPLICATION FOR THIS CONDITION OF
TITLE REPORT, WHICH APPLICATION, OR COPY THEREOF, IS ATTACHED HERETO AND MADE A PART HEREOF
REPORTS
To the party named in Schedule A, that as disclosed by the Title Instruments, the ownership of and the defects liens and
encumbrances against the Interest in the Land are as shown in Schedule B.
Any claim or other notice to the Company shall be in writing and shall be addressed to the Company at the issuing office or
to:
Fidelity National Title Insurance Company Claims Center
PO Box 45023
Jacksonville, Florida, 32232-5023
Attn: Claims Administration
THIS REPORT IS NOT VALID AND THE COMPANY SHALL HAVE NO LIABILITY HEREUNDER UNLESS THE
APPLICATION REFERRED TO ABOVE, OR COPY THEREOF, IS ATTACHED HERETO.
Countersigned by:
Authorized Signature
By
.N"
7 SEAL latest
two/-
" Randy QWW, President
1kchaW GrareBe, secrewy
Condition of Title Report Page 1
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
Reference No.: 86-0438592
CONDITION OF TITLE REPORT
SCHEDULE A
Fee: $0.00
Date of Report: July 28, 2017 at 07:30 a.m.
1. Name of Party:
Fidelity National Title Agency Inc.
2. The Interest referred to in the Application is:
A FEE, as to Parcels No. 1 through 6; AN EASEMENT, as to Parcel No. 2a
3. The Land referred to in the Application is described as follows:
See Exhibit A attached hereto and made a part hereof.
Issuing agent for Fidelity National Title Insurance Company
Condition of Title Report Page 2
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
EXHIBIT A
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF PIMA, STATE OF ARIZONA,
AND IS DESCRIBED AS FOLLOWS:
PARCEL NO. 1:
All that portion of lot 1; and the Northeast Quarter of the Southeast Quarter of Section 35, Township 12 South, Range
13 East, Gila and Salt River Base and Meridian, Pima County, Arizona, according to the maps of CATALINA
CITRUS ESTATES, a subdivision of Pima County, Arizona, according to the map or plat thereof, in the office of the
County Recorder of Pima County, Arizona, in Book 6 of Mans and Plats. Page 24 thereof, described as follows:
BEGINNING at the Northeast corner of the Northeast Quarter of the Southeast Quarter of Section 35;
THENCE South 00 degrees, 10 minutes 05 seconds West, along the East line of said Northeast Quarter of the
Southeast Quarter a distance of 1096.17 feet to a point;
THENCE North 89 degrees, 55 minutes, 45 seconds West, along a line that is parallel with the North line of said
Northeast Quarter of the Southeast Quarter, a distance of 30.00 feet to the TRUE POINT OF BEGINNING;
THENCE continued North 89 degrees, 55 minutes, 45 seconds West, along said parallel line a distance of 544.31 feet
to a point;
THENCE South 10 degrees, 55 minutes, 28 seconds East, a distance of 365.66 feet to a point on the North boundary of
that parcel conveyed to Robert T. Wilson Foundation, a Texas corporation, in instrument recorded September 12,
1969 in Docket 3579, Page 625;
THENCE South 72 degrees, 21 minutes, 10 seconds East, along the North line of said parcel, a distance of 496.91 feet
to a point being 30.00 feet West of the East line of Lot 1;
THENCE North 00 degrees, 10 minutes, 05 seconds East along a line 30.00 feet West of and parallel with the East line
of Lot 1 and the Northeast Quarter of the Southeast Quarter, a distance of 509.00 feet to THE POINT OF
BEGINNING; .
EXCEPT all the coal and other minerals reserved in Patent recorded in Book 146 of Deeds, Page 228.
PARCEL NO.2:
All that portion of Lot 1; and the Northeast Quarter of the Southeast Quarter of Section 35 Township 12 South,
Range 13 East, Gila and Salt River Base and Meridian, Pima county, Arizona, according to the map of Catalina
Citrus Estates, a subdivision of Pima County, Arizona according to the map or plat thereof in the office of the County
Recorder of Pima County, Arizona, in Book 6 of Mans and Plats, Page 24, described as follows:
COMMENCING at the Southeast corner of said Section 35;
THENCE N0005'50"E, along the East line of said Section 35, a distance of 120 feet;
THENCE N890 45' 00 "W, along the Northerly right-of-way alignment of Ina Road as defined by Docket 6341, Page
1171, a distance of 30 feet to a point herein referred to as Point C;
THENCE NO° 05' 50"E, along a line 30 feet West of and parallel with the East line of said Section and along the West
right-of-way of Northern Ave., a distance of 495.55 feet to a 1/2" rebar tagged LS 13173 and the POINT OF
BEGINNING;
Condition of Title Report Page 3
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
EXHIBIT A
(Continued)
THENCE N 890 20' 19" W, a distance of 63.94 feet to a %:" rebar tagged LS 13178;
THENCE S 120 47' 02" W, a distance of 132.45 feet to a %:" rebar tagged LS 13178;
THENCE S 00 23' 31" W, a distance of 189.91 feet to a %:" rebar tagged LS 13178;
THENCE S 610 03' 17" W, a distance of 93.94 feet to a %:" rebar tagged LS 13178;
THENCE S 00 05' 30" E a distance of 130.99 feet to a 1/2" rebar tagged LS 13178, from which, said Point C bears S
89" 45' 00" E a distance of 175.71 feet;
NOTE: The preceding courses and distances are based on a field survey and represent a mathematical closure, the
following courses and distances are derived from various documents with no common bearing base and without the
aid of a field survey. The intent being to bound the subject parcel by the documents mentioned herein.
THENCE along the North right-of-way of Ina Road and the East right-of-way of Paseo Del Norte as defined by
Docket 6341, Page 1171 the following five courses:
1) N 89132' 53" W a distance of 984.59 feet;
2) along a curve to the right having a central angle of 88" 52' 34", a radius of 50 feet and an are length of 77.56 feet;
3) along a curve to the left having a central angle of 41 03' 32", a radius of 2904.79 feet and an are length of 205.78
feet;
4) NV 35' 51" W a distance of 190.04 feet;
5) along a curve to the right having a central angle of 5° 01' 25", a radius of 2824.79 feet and an arc length of 247.67
feet;
THENCE N 00 02' 45" E along the East right-of-way of Paseo Del Norte as defined by the map recorded in Book 12 of
Road Maps, Page 86, a distance 481 feet,
THENCE S 89045' 00" along a Line 1292.13 feet Northerly of and parallel with the South line of said Section and
along the North line of the property described in Docket 2423, Page 340, a distance of 326 feet to a point on the West
line of the property described in Docket 3265, Page 515;
THENCE N 160 00' 00" W, along West line of the property described in Docket 3265, Page 515, a distance of 100 feet
to a point on the North line of the property described in Docket 3265, Page 515;
THENCE S 720 24' 55" E, along the North line of the property described in Docket 3265, Page 515, a distance of 172
feet;
THENCE along the Westerly and Southerly line of the property described by Docket 3579, Page 635 the following five
courses:
1) S 00 02' 45" W, a distance of 581.38 feet;
2) S 89' 45' 00" E, a distance of 130.00 feet;
3) S 2°18' 00" E, a distance of 118.41 feet;
4) S 64' 38' 13"E, a distance of 248.95 feet;
5) N 56°57' 35" E, a distance of 505.15 feet to the said West right-of-way of Northern Ave.;
THENCE S 0005' S0" W, along said West right-of-way, a distance of 195 feet to the POINT OF BEGINNING;
EXCEPT all the coal and other minerals reserved in Patent recorded in Book 146 of Deeds, Page 228.
PARCEL NO. 2a:
Condition of Title Report Page 4
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
EXHIBIT A
(Continued)
An easement for pedestrian access in that part of Government Lot 1 in Section 35, Township 12 South, Range 13 East,
Gila and Salt River Base and Meridian, Pima County, Arizona described as follows:
COMMENCING at the Southeast corner of said Section 35;
THENCE N 0005' 50"E, along the East line of said Section, a distance of 120.00 feet;
THENCE N 890 45' 00" W, along a line 120 feet Northerly of and parallel with the South line of said Section, a
distance of 30 feet to a 1/2" pin tagged LS 13178 and the POINT OF BEGINNING;
THENCE continue N 89' 45' 00" W along the North line of Ina Road as described in Docket 6341, Page 1171, records
of Pima County, a distance of 175.71 feet to a 1/2" pin tagged LS 13178;
THENCE N 0005' 30" W, a distance of 130.99 feet to a 1/2" pin tagged LS 13178;
THENCE N 610 03' 17" E, a distance of 93.94 feet to a 1/2" pin tagged LS 13178;
THENCE N 00 23' 31" E, along a line 2 feet West of a 4 feet high masonry wall, a distance of 95.91 feet to Access Point
A;
THENCE continue N 0° 23' 31" E, a distance of 94.00 feet to a 1/2" pin tagged LS 13178;
THENCE N 120 47' 02" E, a distance of 95.45 feet to Access Point B;
THENCE continue N 12' 47' 02" E, a distance of 37.00 feet to a 1/2" pin tagged LS 13178;
THENCE S 890 20' 19" E, a distance of 63.94 feet to a 1/2" pin tagged LS 13178;
THENCE S 00 05' 50" W, along the West right-of-way of Northern Ave. as shown on the plat of Catalina Citrus
Estates as recorded in Book 6 of Maps and Plats, Page 24, a distance of 132.27 feet;
THENCE N 890 52' 16" W, a distance of 40.42 feet; THENCE S 01 07' 44" W a distance of 170.57 feet;
THENCE S 890 52' 16" E, a distance of 40.51 feet;
THENCE S 00 05' 50" W, along said West right-of-way, a distance of 192.71 feet to the POINT OF BEGINNING.
Pedestrian access to the property to the West and North shall be limited to two 5 feet wide openings, the centerlines of
which are described as Access Points A & B in the preceding paragraph.
PARCEL NO.3:
All that portion of Lot 1, Section 35, Township 12 South, Range 13 East, Gila and Salt River Base and Meridian, Pima
County, Arizona, according to the map of Catalina Citrus Estates as recorded in Book 6 of Maas and Plats, Page 24 in
the Office of the Pima County Recorder, Pima County, Arizona described as follows:
COMMENCING at the Southeast corner of said Section 35;
THENCE N 890 45' 30" W, along the South line of said Section, a distance of 1318.53 feet;
THENCE N 0002' 45" E, along the West line of said Lot 1, a distance of 1292.13 feet;
Condition of Title Report Page 5
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
EXHIBIT A
(Continued)
THENCE S 890 45' 00" E, a distance of 40.00 feet to a point on the North line of the property described in Docket
2423, Paae 340 and the POINT OF BEGINNING,
THENCE N 00 02' 45" E, along the East right-of-way of Paseo Del Norte, a distance of 82.18 feet more or less to the
Southwest corner of the property described in Docket 6178, Page 326;
THENCE along the South and East lines of the property described in Docket 6178, Page 326 the following three
courses:
1) S 89' 40' 25" E, a distance of 272.06 feet;
2) N 16" 00' 00" W, a distance of 28.11 feet;
3) S 721 24' 55" E, a distance of 31.98 feet more or less to the Northwest corner of the property described in Docket
3265, Page 515;
THENCE S 160 00' 00" E, along the Westerly line of the property described in Docket 3265, Page 515, a distance of
104.16 feet more or less to a point on the Easterly extension of the North line of the property described in Docket 2423,
Page 340;
THENCE N 890 45' 00" W, along the North line of the property described in Docket 2423, Page 340, a distance of
323.19 ft. more or less to the POINT OF BEGINNING;
EXCEPT all the coal and other minerals reserved in Patent recorded in Book 146 of Deeds, Pau 228.
PARCEL NO. 4:
That portion of lot 1 and the NE 1/4 of the SE 1/4 of Section 35, Township 12 S, Range 13 E, Gila and Salt River Base
Meridian, and Catalina Citrus Estates recorded in Book 6 of Maps and Plats, Page 24 in the office of the County
Recorder, Pima County, Arizona, more particularly described as follows:
BEGINNING at the Southeast Corner of said Section 35;
THENCE North 0 06' 20" East along the East line of said Section 35, 1084.44 feet to the True Point of Beginning;
THENCE South 0 06' 20" West Along the East section line of said Section 35, 254.24 feet;
THENCE South 56 57' 35" West, 540.95 feet to a point;
THENCE North 64 38' 13" West, 248.95 feet to a point;
THENCE North 2 18' 00" West, 118.41 feet to a point;
THENCE North 89 45' 00" West, 130.00 feet to a point;
THENCE North 0 02' 45" East, 581.38 feet to a point;
THENCE South 72 24' 55" East, 853.04 feet to the East line of said Section 35, and the True Point of Beginning;
EXCEPT all the coal and other minerals reserved in Patent recorded in Book 146 of Deeds, Page 228.
PARCEL NO. 5:
Condition of Title Report Page 6
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
EXHIBIT A
(Continued)
A portion of section 35, Township 12 South, Range 13 East, Gila and salt River Base and Meridian, Pima county,
Arizona, more particularly described as follows:
BEGINNING at the Southeast corner of said section 35;
THENCE North 89 degrees 45'00" West along the South line of said Section 35, a distance of 1,318.60 feet (recorded
1,318.53 feet) to a point;
THENCE North 00 degrees 02' 55" East (recorded North 00 02' 45" East, a distance of 2,034.78 feet more or less to
the Southwest corner of the Northwest Quarter of the Northeast Quarter of the Southeast Quarter of said Section 35;
THENCE North 89 degrees 58' 08' East (recorded North 89 degrees 52' 53" East), a distance of 40.00 feet along the
South line of the Northwest Quarter of the Northeast Quarter of the Southeast Quarter of said Section 35 to the True
Point of Beginning;
THENCE North 89 degrees 58' 06' East, a distance of 619.88 feet to the Southeast corner of the Northwest Quarter of
the Northeast Quarter of the Southeast Quarter of said Section 35;
THENCE South 11 degrees 01' 10" East recorded South 10 degrees 55' 28" East) along the Westerly line of the
Pongiluppi Tract as described in Docket 5237, Page 827 and the Wilson Tracts as described in Docket 5237, Page 862
and in Docket 4965, Page 233, a distance of 812.18 feet (recorded 799.58 feet) to a point on the North line of the
Wilson Tract as described in Docket 3255, Page 513;
THENCE North 72 degrees 27' 13" West (recorded North 72 degrees 31' 28" West), a distance of 536.27 feet
(recorded 476.04 feet) to a point being the most Northerly corner of the said Wilson Tract;
THENCE South 15 degrees 55' 48" East (recorded South 16 degrees 00' 00" East), a distance of 28.11 feet to a point;
THENCE North 89 degrees 40' 25" West, a distance of 272.06 feet;
THENCE North 0 degree 02' 55" East, a distance of 660.67 feet to the True Point of Beginning.
EXCEPT that portion conveyed in Warranty Deed recorded in Docket 10798, Page 1036, described as follows:
A portion of a parcel of land as described in Docket 10117, Page 1070, Records of Pima County, Arizona, described as
follows:
BEGINNING at the Southeast corner of Section 35, Township 12 South, Range 13 East, Gila and Salt River Meridian,
Pima County, Arizona;
THENCE N 89045'00" W along the South line of said Section 35, a distance of 1318.60 feet;
THENCE N 00002'55" E, a distance of 2034.78 feet more or less to the Southwest corner of the Northwest quarter of
the Northeast quarter of the Southeast quarter of said Section 35;
THENCE N 89058'06" E, a distance of 40.00 feet along the South line of said Northwest quarter of Northeast quarter
of the Southeast quarter of Section 35 to the POINT OF BEGINNING, said point being the Northwest corner of said
parcel of land recorded in Docket 10117, Page 1070, Records of Pima County, Arizona;
THENCE continue N 89158'06" E along said South line, a distance of 619.88 feet to the Southeast corner of the
Northwest quarter of the Northeast quarter of the Southeast quarter of said Section 35;
THENCE S 11001'10" E, a distance of 15.40 feet;
Condition of Title Report Page 7
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
EXHIBIT A
(Continued)
THENCE N 89059'26" W, a distance of 342.07 feet;
THENCE S 85030126" W, a distance of 118.88 feet;
THENCE S 84031'32" W, a distance of 65.32 feet;
THENCE N 87031'50" W, a distance of 82.32 feet;
THENCE N 87028'42" W, a distance of 15.01 feet;
THENCE N 00002'55" E, a distance of 27.37 feet to the POINT OF BEGINNING; and
EXCEPT all the coal and other minerals reserved in Patent recorded in Book 146 of Deeds, Page 228.
PARCEL NO. 6:
All that portion of Lot 1 of Section 35, Township 12 South, Range 13 East, Gila and Salt River Meridian, Pima
County, Arizona, according to the map of Catalina Citrus Estates, a subdivision of Pima county, Arizona according to
the map or plat thereof in the office of the County Recorder of Pima county, Arizona, in Book 6 of Maps and Plats,
Page 24 described as follows:
COMMENCING at the Southeast corner of said Section 35;
THENCE N 00 05' 50" E, along the East line of said Section, a distance of 120.00 feet;
THENCE N 890 45' 00" W, along a line 120 feet Northerly of and parallel with the South line of said Section, a
distance of 30 feet to a 1/2" pin tagged LS 13178 and the POINT OF BEGINNING;
THENCE continue N 89° 45' 00" W along the North line of Ina Road as described in Docket 6341, Page 1171, records
of Pima County, a distance of 175.71 feet to a 1/2" pin tagged LS 13178;
THENCE N 00 0513011 W a distance of 130.99 feet to a 1/2" pin tagged LS 13178;
THENCE N 610 03' 17" E, a distance of 93.94 feet to a 1/2" pin tagged LS 13178;
THENCE N 00 23' 31" E, along a line 2 feet west of a 4 feet high masonry wall, a distance of 189.91 feet;
THENCE N 120 47' 02" E, a distance of 132.45 feet to a 1/2" pin tagged LS 13178;
THENCE S 890 20' 19" E, a distance of 63.94 feet to a 1/2" pin tagged LS 13178;
THENCE S 00 05' 50" W, along the West right-of-way of Northern Ave. as shown on the plat of Catalina Citrus
Estates as recorded in Book 6 of Maps and Plats, Page 24, a distance of 495.56 feet to the POINT OF BEGINNING;
EXCEPT that portion of land conveyed to Pima County in Deed recorded in Docket 11626, Page 667, described as
follows:
A portion of the parcel of land recorded in Docket 10701 at Page 1, records of Pima County,
Arizona, situated in the Southeast ones€"quarter of Section 35, Township 12 South, Range 13 East,
Gila and Salt River Meridian, Pima County, Arizona. Described as follows:
COMMENCING at the Southeast corner of said Section 35;
THENCE upon the East line of said Section 35, N 00°06'30" E, a distance of 120.06 feet;
Condition of Title Report Page 8
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
EXHIBIT A
(Continued)
THENCE leaving said East line, N 89°53'30" W, a distance of 30.14 feet to a 1/2 pin tagged "LS 13178" being the
Southeast corner of said parcel as recorded in Docket 10701, Page 1. Said point being the POINT OF BEGINNING;
THENCE upon the East line of said parcel, N 00°06'51" E, a distance of 200.00 feet;
THENCE leaving said East line, S 04157'27" W a distance of 177.65 feet to a point of curvature of a tangent curve
concave Northwesterly;
THENCE Southwesterly upon the are of said curve to the right having a radius 25.00 feet and a central angle of
85117'24", for an are distance of 37.22 feet to a point of cusp on the North line of Ina Road as recorded in Docket
6341, Page 1171;
THENCE upon said North line, S 89145'09" E, a distance of 39.97 feet to the POINT OF BEGINNING; and
EXCEPT all the coal and other minerals reserved in Patent recorded in Book 146 of Deeds, Page 228.
APN: 225-14-237D
Condition of Title Report Page 9
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
CONDITION OF TITLE REPORT
SCHEDULE B
Fidelity National Title Insurance Company reports that Title Instruments, on the date hereof, disclose:
A. Ownership of the Interest is in the name of:
TOHONO CHUL PARK, INC., an Arizona non-profit corporation, as to Parcels No. 1, 2 and 5; TOHONO CHUL
PARK, as to Parcel No. 3; TOHONO CHUL PARK, INC., an Arizona corporation, as to Parcels No. 4 and 6
B. The following defects, liens and encumbrances (which are not necessarily shown in their order of priority) against
the Interest:
1. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied
for the year 2017.
2. The right of entry to prospect for, mine and remove the minerals or materials reserved in the patent from the United
States of America and excepted from the description of said Land in Schedule A:
Recording Date: May 08, 1930
Recording No: Book 146 of Deeds, Page 228
3. Easements, covenants, conditions and restrictions as set forth on the plat recorded in Book 6 of Maps, Page 24.
4. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Telephone and telegraph lines
Recording Date: February 03, 1938
Recording No: Book 63 of Miscellaneous, Page 157
(Affects All Parcels)
Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in Book 9 of Leases, Page 504,
disclosed in a document:
Purpose: Electric transmission lines
Recording Date: March 19, 1948
Recording No: Docket 61, Page 385
(Affects All Parcels)
6. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose:
Recording Date:
Recording No:
(Affects All Parcels)
Telephone and telegraph lines
March 29, 1960
Docket 1583, Page 593
Condition of Title Report Page 10
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
SCHEDULE B
(Continued)
A resolution in favor of Pima County, Arizona
For: Establishment of Paseo Del Norte
Recording Date: July 03, 1968
Recording No: Docket 3279, Page 147
(Affects Parcels No. 2, 3 and 5)
8. Matters shown on record of survey:
Recording No.: Book 12 of Road Maps, Page 86
(Affects Parcels No. 2, 3 and 5)
Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Electric transmission or distribution line or system
Recording Date: July 17, 1969
Recording No: Docket 3539, Page 144
(Affects Parcels No. 3 and 4)
10. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Communication and other facilities
Recording Date: April 27, 1970
Recording No: Docket 3732, Page 188
(Affects Parcels No. 1, 2, 4 and 6)
11. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Communication and other facilities
Recording Date: April 27, 1970
Recording No: Docket 3732, Page 189
(Affects Parcels No. 1, 2, 4 and 6)
12. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Distribution of electrical energy and communication facilities
Recording Date: June 06, 1984
Recording No: Docket 7298, Page 852
(Affects Parcel No. 2)
13. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose:
Recording Date:
Recording No:
(Affects Parcel No. 2)
Electrical energy and communication facilities
May 06, 1988
Docket 8281, Page 2455
Condition of Title Report Page 11
14.
15.
16
17
18
Title No.: AZ-FCOP-IMP-N/A-1-17-51007272
SCHEDULE B
(Continued)
Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Pedestrian access
Recording Date: February 14, 1989
Recording No: Docket 8474, Page 1424
(Affects Parcels No. 2 and 6)
The effect of Warranty Deed containing an erroneous legal as set forth in:
Recording Date: May 18, 1998
Recording No: Docket 10798, Page 1036
(Affects Parcel No. 5)
Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Water pipe or mains
Recording Date: May 20, 2003
Recording No: Docket 12054, Page 63
(Affects Parcels No. 2, 3 and 4)
Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Water pipe or mains
Recording Date: August 14, 2003
Recording No: Docket 12114, Page 5978
(Affects Parcels No. 2, 3 and 4)
A resolution in favor of the Town of Oro Valley, Arizona
For: Pre -Annexation and Development Agreement
Recording Date: May 02, 2013
Recording No: 2013-1220179
(Affects All Parcels)
Note: This report is for informational purposes only and is not to be considered a commitment to issue any form of
title insurance. It is for the use only of the party who ordered it and liability, if any, is limited to the amount of the
fee paid. Receipt and use of this report shall be evidence of the acceptance of the terms hereof.
Tax Note:
Year: 2016
Tax Parcel No: 225-14-237D
Total Tax: $8,865.64
First Installment Amount: $paid
Second Installment Amount: $paid
Condition of Title Report Page 12
Title No.: AZ -FLOP-IMP-N/A-1-17-51007272
SCHEDULE B
(Continued)
C. The following matters are disclosed by name only and the Company, without additional information, is unable to
determine whether any or all of these matters are defects, liens or encumbrances against the Interest:
NONE
Condition of Title Report Page 13
i
DO NOT DETACH CERTIFICATE FROM DOCUMENT
' PIMA COUNTY RECORDER
RICHARD KENNEDY, RECORDER
PIMA COUNTY* ARIZONA
CERTIFICATE OF RECORDING 12/15/87
11: 20t 00
NO_ OF PAGES: 004
�r $ERUENCE: 87196682 DOCKET= 08182 PAGEt 1243
RECORDING TYPES DEED
GRANTOR: WILSON RICHARD F -►-
GRANTEE: TOHONO CHUL PARK INC
4
PAGES
AT $
5.00
CONVERSION FEE
3.•�'l
1
AFFIDAVIT
AT 2.00 EACH
2.00
RLITE
0
COPIES
AT 1.00 EACH
.00
LiTENING
0
POSTAGE
AT 1.00 EACH
.00
0
SEARCHES
AT 10_00 EACH
.00
38 N CHURCH AVE
TUCSON AZ 85.- 1
602-624-2604
TOTAL
10.00
,JEB
AMOUNT PAID :
10.00
DEPUTY RECORDER
2012 MC3
AMOUNT DUE $
.00
THE ;APOVS SPACE FOR RECORDERS USE ONLY
TO BE RECORDED AS PART OF DOCUMENT
.�� PI117�4
00 VLI)
0
a. •
8182
1243
08/07/2017 10:07 AM
41,
THL4INDENTURE, _ day of December I07 ,between
_82CIibRD ) , YIZI+;�Off _ ,ry_ I;:AIY ff.. Y,1.EI.SlJti_. G�dntszC
County, State of Arizona, the partiis _ of the
first part, and...2'QH.Qtj.Q CIi;.T,._I'{!R.-K.. iN.�.�.��P1'rizAF>~1_nRnrprofit�coroorati<
Party of the second part, WI NESSETH:
That the said part_iesof the first part, for and in consideration of the love and af-
fection which the said parties.._ of the first part..._..„„._ and bears unto said party of the
second part, and also for the better maintenance, cupport, protection and livelihooL of said
party ..... of the accord part, do......_ by these presents give, grant, alley and confirm unto
the said party of the second part, and to...„..its_heira and assigns forever,
lot, piece or parcel of land, situate, lying and being in the County of.„„ PIMA-...._
State of Arizona, and bounded and described as follows: to -wit:-
............... . . . . . ..... ......
._....................._.._......_......„.... _ ..._._...._..„.._.....„...............„....._ .._. „_.„ _ _..... x
..................... ....._............................................... ........... _..... „....._............. Du
TOGETHER WITH ALL AND SINGULAR, the tenements, hereditaments and a N
PPS-
tenances thercunto belonging, or in anywise appertaining, and the reversion, reversions, ra-
mainder and remainders, rents, issues and profits thereof. N
L%' iIAVE AND TO HOLD, all and singular the said premises, together with the appur- 4�1.-
tenances and privileges thereunto incident, unto the said party..... of the second part ,..._.......
heirs and :assigns forever.
IN WITNESS WHEREOF, the said parties, of the first part. ........... hereunto aet...theis
hands.... and seals... the day and year first above written.
Signed, Seuled and Del;vered c�1/� T �l��L�1Li
_... (Seal)
in the presence of: „„ � /
/cuss✓ _...(Seal)
reed No. 60—C7r a®—.Lr. LA" Ls.{ alai. rre..t,e ad on..
Page 2 of 4
08/07/2017 10:07 AM
STATE OF ARIZONA,
County, of ETNA
Eklore me, ;e'61-
Notary- Public
:,L eu;d for the County State or Arizona, on Utis day personally ap-
pe"red
known to me to be the person-� whose name. . -------
b=cribed to the foregoing
!nstrument, and acknowledged to me thzL. executed the same for the purpose
znd consideration therein, expressed.
Given under my hand and aeal ofaffice, this-/M day 0
(My commission explrel-7-:,T-
7tary-gpblfc.
8Z 1245
U
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0
U
01
tr
7
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%tapacoall Ajunoo
-uajj!j.w a,%octu Wjj jwaA Pug Sup QtD IT04 12131DO Pug Puuq Sue 55&KJJA1
— - - -------- - ---------- - ---- 'Vuoz.UV
kjunoC) .......................................3o . . .... . ........ oq .100FE UT Paplo'.'z X"k PUT
................... ........ 7-11 'CUP ................ '"ll no '.71».xaota,o..... ........... ... IV P.1033i
Xoj Pahl BVA% Its. -lansul up,-j!& gtj4, jvqI Icniao sq9jaq op Ippsaauju ajujS puu Xjunoo aqI
.10; Pug at Jap.[02W& "qunoo
jo AjanoC)
L 'YmozrFvffo aLvis
Page 3 of 4
0810712017 10:07 AM
LEGAL DESCRIPTION
Parcel 2
All that portion of lot 1 and the Northeast Quarter of
the southeast Quarter cf Section 35, :o>niship 12 South,
Range 13 East, Gila and Salt River Bese and Meridian, Pima
County, Arizona, according t•j the Maps of CATALINA CITRUS
ESTATES, a subdivision of Pima County, Aricana, according to
the map or plat theraof, in the office of the County
Recorder of Pima County, Arizona, in Book 6 of Maps and
Plats at Page 24 '-hereof, described as follows:
BEGINNING at the Northeast corner of the Northeast
Quarter of the Southeast Quarter of Section 35;
THENCE Scuth 00 degrees, 10 minutes 05 seconds West,
along the cast line of said Northeast Quarter of the
Southeast Quarter a di:--ance of 1096.17 feet to a point;
THENCE North 89 degrees, 55 minutes, 45 seconds West,
along a line that is parallel with the North line of said
Northeast Quarter of the Southeast Quarter, a distance of
30.00 feet to the TRUE POINT OF BEGINNING;
THENCE continued North 89 degrees, 55 minutes, 45
seconds West, along said parallel line a distance of 544.31
feet to a point;
THENCE South 10 de?tees, 55 minutes, 28 seconds East, a
distance of 355.66 k_et to a point on the North boundary of
that parcel conveyed co Robert T. Wilson Foundation, a Texas
corporation, in i.n! `rLment recorded September 12, 1969 in
Docket 3579 at Page N S;
THENCE South 72 jegtees, 21 minutes, 10 seconds East,
along the North lira of said parcel, a distance of 496.91
teeL to a point being 30.00 feet West of the East line of
Lot 1;
THENCE North 00 degrees, 10 minutes, 05 seconds East
along a line 30.00 feet West of and parallel with the East
line cf Lot 1 and the Northeast Quarter of the Southeast
Quarter, a distance of 509.00 feet to TH:' POINT OF
BEGINN-T ZIG .
08/0712017 10:07 AM
►' J . DO NOT DETACH CERTIFICATE FROM DOCUMENT
PIMA COUNTY RECORDER
RICHARD KENNEDY, REORDER
PIMA COUNTY, ARIZONA
CERTIFICATE OF RECORDING
NO. OF PAGES: 006
SEQUENCE: 87196683 DaCKET: 08182 PAGE= 1247
RECORDING TYPE= DEED
GRANTOR: WILSON RICHARD F +
URANTEE: TOHONO CHJl PARK XNC
12/15/87
11t20:00
z
6
PAGES
AT $
5.00
CONVERSION FEE
3.00
1
AFFIDAVIT
AT 2.00 EACH
2.00
RLLTE
0
COPIES
AT 1.00 EACH
.00
LITENING
0
POSTAGE
AT 1.00 EACH
.00 fit;
0
SEARCHES
AT 10.00 EACH
.00
38 N CHURCH AVE
TUCSON AZ 85701
—
602-624-2604
TOTAL
10.00
JEH
AMOUNT PAID $
10.00
CEPUTY RECORDER
2012 REC3
AMOUNT DUE f
.00 -�
THE ABOVE SPACE FOR RECORDERS USE ONLY
TO BE RECORDED AS PART OF DOCUMENT
8182 1247
08107/2017 9:36 AM
43FPb of (6tft
THIS INDr_NTLrF.F, made the__._____.__.__.day of- _nejcelniier _ .., 1987___, between
RICHARD F. :JILSON and JEAN H_ WT_Lc^_::, the Grantors,
.... ............ _...ZIMA. ._......... _ .__.___ County, State of Arizona, the p =art e5_._ of the
first part, and...TCHONa. CWjL..PARK... TNC.., _an hri�ana.nan ..pza i t cGSPR ?; on,
party of the second part, WITNESSET11:
That the said partieS of the first part, for and in consideration. of the love and af-
fectior. which the said parties . of the first part___....... and bears unto said party of tha
_second part. and also for the better maiatecatt�e, support, protection and livelihood of said
party...... of the second part, do........ by these presents give, grant, alien and confirm unto
the said party of the second part, and to... i ts...— heirs and assigns forever, .....that,
lot, piece or parcel of land. situate, lying and being in the County
State of Arizona. and bounded snd described as follows: to -wit:
Please see cttziched Exhibit A.
OD
co
IV
N
a
co
TOGL' IM WITH ALL. AND SINGULAR, the tenements, hereditaments and appur-
tenances thereunto belonging, or in anywise appertaining, find the reversion, reversions, re-
mainder and remainders, rents, issues and profits thereof.
TO HAVE AND TO IIOLD, all and singular the said premises, together with the appur-
tenances and pr:vilexes thereunto incident, unto the said part y._.. of the second part,......._
heirs and assigns iorever.
IN WITNESS WHEREOF, the said parties of the first par, ... ....... hereunto set.-t-heii r
hand.s.- and seals.. the day and year first above written.
Signed. Sealed and Delivered ... ........ -(Seal)
in the presence nf:—
Forme Inc, 31 West Madison Street. Phoenix. Arizona 85003 / 253.88I2 / Form. 67
Page 2 of 6
08/07/2017 9:36 AM
STATE OF ARIZONA, 1 '
J},s.
County of PIMA _
Before me, a -Notary Public
v
in and for the County oi»—� .�t�/'w!�-- State of Arizona, oa this day personaIl_y ap-
pen�ed
known to me to be the person.,5.. whose subscribed to the foregoing
instrument, and acknowledged t.: ne that-- ?. _—executed » executed the same for the purpose
and consideration therein expressed.
ai �/°i� da 7 _
Given eider my hand and seof office, this.._ ygi_ I9 � %
{hf�• cpmniss : n expires-
8J82 J�9�
a a
} ,
o a a c
tap�oaa}I ,Cau 1oO
•uajjcm% oAoge asn; ivaC puu Sep atI} Iliac lewWo putt puttq .ful SS3N.LIA1
..».............. .._..._.._.--. saHttd au •uuoz!.r
'.qt noO..................................... ;o spaoaag................ 30................. 1.4 .ouQ ut pap.toaa.t Slnp pug
,........61 ....................... »....... _to Sg si 1 uo .. ... oo a,o .....................
III PiCO3aa
20; pall; ue.x luatun.t;sul ilt1nGH aq; ;etO S;glaa Sga.taq op 1pluca.to;u a;uIS pttu .i}unoj rtn
.co; pus uI sap,t000a S}unoO •» » _....» ». ».» »» ..»_.....».._ .....»_._------_--*------------ _. .I
_..».. » » ».............. ».......»..... ;o F.tunoo
.s VXOZMV do MLV.Ls
Page 3 of 6
08/0712017 9:36 AM
EXHIBIT 'A'
LEGXL DESCRIPTION
Parcel 1
All that pat -ion of Lot 1 and the 17ortLeast Quarter of the
Southeast Quarter of SE.:tion 35. Township 12 South: Range 13
East, Gila and Salt Ricer Meridian, Pima ccunty, Arizona,
according to the map of Catalina Citrus Estates, a
subdivision of Pima Ccunty, Arizona according to the map or
plat thereof in the office of the County Recorder of Pima
County, Arizona, in Book 6 of Maps and Plats at Page 24
described as follows:
Commencing at the southeast corner of said Section 35,
thence NO ° 05' 50 "E, along the east line of said Section 35,
a distance of 120 ft.;
THENCE N89045'00"W, along the northerly right-of-way
alignment of Ina Road as defined by Docket 6341 at page
1171, a distance of 30 ft. to a point herein referred to as
Point C;
THENCE NO `05130nE, a - long a line 30 ft. west of and parallel
with the east lice cf sa.it: Section and along the crest
right-of-way of Nurthesn Are., a distance of 495.56 ft. to a
1/2" rebar tagged LS 13li: and the POINT OP BEGINNING;
THENCE N89 "20 ' 19 ww a distance of 63.94 ft. to a 1/2" rebar
tagged LS 13178;
THENCE
S12047102"W a distance of
132.45 ft. to
a 1/2"
rebar
CO
tagged
LS 13178;
Co
THENCE
S 0 ° 23' 3l "W a distance of
189.91 ft. to
a 1/2"
rebar
N
tagged
LS 13178;
THENCE
S S1 ° 03 ' 17 "W a distance of
93.94 ft. to
a 1/24
rebar
fV
tagged LS 13178;
Cjt
0I
THENCE
SO °05' 30 "E a distance of
130.99 ft. to
a 1/2"
rebar
tagged
LS 13178, from which. said
Poinc C bears
S89045100"E
1
a distance of 175.71 ft;
i
NOTE: The preceding courses and distances are based on a
field survey and reoreao-t a mathe;aattcal closure, the
following courses and distancez -Mre derived from various
documents with roc common bearing baso and without the aid of
a field survey. The intent being to boznd the �!z:c-)ect patcei -
by the documents mentioned herein. -
Page 4 of 6
08/07/20'17 9*36 ANt
Parcel 1 continued
THENCE along the north ricbt-of-way of Ina Road and the east
right-of-way of r-a-eeo Del Norte as defined by Docket 6341 at
page 1171 the following five courses. 1) N89Q32'53"rF a
distance of 984.59 ft., 2) along a curve to the right having
a central angle of 88°5213401, a radius of 50 ft. and an arc
length o £ 7 7. 5 6 f t . , 3) along a curve to the left having a
central anglo- of 4n03132", a radius of 2904.79 ft. and an
are length of 205.78 ft., 4) N4¢35'51"W a distance of
190.04 ft., 5) along a curve to the right having a central
angle of 5'01.25", a radius of 2324.79 ft. and an arc
length or 247.67 ft.;
THENCr NO'tI2' (:S-1E,- along the east right-of-way of Paseo Del
Norte as dr_fined by the map recorded in Book 12 of Road Maps
at page 86, a distance of 481 ft.
THENCE S8�Y045' 00 ' , slonK a line 125-.13 ft. northerly of
and parallel with `he sea-1h line of said Section and along
the north I ine of the -iropezty described in Docket 2423 at
page 349, a distance of 326 fi to a point on the west line
of the prsperty described in Docket 3265 at page 515;
y
TBCCI-E Ni6 "00' 00 "W, alot:g west line of the property
described in Docket 3265 at page S15, a distance of 100 ft.
to a point on the north line of the property described in
Docket 3265 at page 515;
THE"•CE 372' 24' S5 "E along the north line of the property
describedi in D,-cket 3265 at sage 515, a distance of 172 ft.;
THENCE along the westerly and sautherly line if the property
described by Docket 3579 at page 635 the following five
courses: 1) SO°02145"W a distance of 581.38 ft., 2)
S89°45160"E a distance of 130.00 ft., 3) S2*:8100"E a
distance of 118.41 ft., 4) 5tA'38';.1"E a distance of 24S.95
;�� ft. , • 5) N56' S7' 35'F a distance of 505.15 ft. La the said
west right-of-way of Northern tve.;
THENCE s0"05150"W, along said west right-of-way, a distance
of 195 ft. to the POINT OP B'EGINNZ NG.
Page 2
$182 1251 -
08/07/2017 9:36 AM
J'
Parcal l continued
TOGETEER with an easement for pedestrian access in that Fart
of Governmeat Lot 1 in Section 35, Towaship 12 South, Range
13 East, G. & S. R. M., Pima County, Arizona described as
i:-
follows-
i
'Ccmme_cing at the southeast corner of said Section 35;
thence NO'05'5G"E, along the east Line of said Section, a
distance of 120 .00 ft.; thence N89'45'00"W, along a line
120 ft. northerly of and parallel with the south Line of
said Section, a distance of 30 ft. to a 1/2" pin tagged LS
13178 and the POINT 7F BEGINNING; thence continue
'
N89'45' 00 "W along the north line of Ina Road as described
in Docket 6341 at page 1171, records of Fitts County, a
distance of 175.71 ft. to a 1/2" pin tagged LS 13178, thence
NO' 05' 30 "W a t.istance of 130.99 ft. to a 1/2" pin tagged LS
-'�
13178; thence W61003117RE a distance of 93.94 ft. to a 1/2'
{r
pin tagged LS 13178; thence NO'23' 31"E, along a line 2 ft.
•
west of a 4 ft. high masonry wall, a distance of 95.91 ft.
to Access Point A; thence continue NO'23131"E a distance of
9 4.0 0 f t . to a 1/2" pin tagged LS 13178; thence N12' 47' 02 "E
-
a distance of 95.45 ft. to Access Point B; thence continue
N12 " 4 7 ' tr 2"E a distance of 37.00 ft. to a 1/2' pin tagged LS
13178; thence S89'20'19"E a distance of 63.94 ft. to a 1/2"
pin tagged LS 13178; thence SO'05150"W, along the west
right-of-way o_ Northern Ave. as shown on the plat of
Catalina Citrus Estates as recorded in Book 6 of Maps and
Plats at page 24, a distance of 132.27 ft.; thence
N89052116"W a distance of 40.42 ft.; thence S0'07144"W a
distance of 170.57 ft.; thence S89'52116"E a distance of
40 .51 ft. . ; thence S 0' 05' 50 "W, along said west right-of-way,
a distance of 192.71 ft. to the POINT OF BEGINNING_
Pedestrian access to the propertx to the west and north
shall be limited to two 5 ft. wide openings, the centerlines
of which are described as Access Points A & B in the
preceding paragraph.
Page 3 8182 1252
08/07/2017 9:36 AM
DO NOT DETACH CERTIFIiATE FROM DOCUMENT
rt iCHARLi ,
CEc:T rs= Ti:A i � •Jr .-Lr:riF D'.Ilr;
004
14: 55: (W)
k
c0rw r=..$ i i �N FEE
3. r i()
1
AFFIDAVIT AT
2.O0
EACP
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R_I
0
COPIES AT
1.00
EACH
''10
E 7
r
r'r_rSTAGE AT
1.00
EACH
.Uri
0
:— ARCHES AT
10. 00
EACH
"i i_li=.S N 'c; 5701
R F{ _i
DEuUT 1 RE,_,]RDr:R
TQTAL 10.00
AMOUNT PAID � 1r).r)u
—' 4 REt= 2 AMOUN 1' DUE s . 00
THE ABOVE SPACE FOR RECORDERS USE ONLY
TO BE ;:ECORDED AS PART' OF DOCUMENT
fig, PI1l��
e�
8351 1946
&fti�
CII1S INDGNTliF;E, made tha...._11.I ...day Of .... ...August ............... 19,_-88.., between
......RLCl:fARD..WILSON..and...]EAki..W-LLSOti...husband..cind _Wife- ...................................
o[ Tucsctt., ..Pima County, State of Arizona, tLe part.iaS.... of the
firstpart, and.....' QX1QA ... Chu1._Pa.Krt,....... ... ..................... I.............. -- ............................ ..........
party of the second part, wTCNESSF'PIL
That the said parties of the first part, for and in consideration of the love and af-
fection n hich the said par'a.o.S... of the first partbdv.Q, and beant unto said party of the
second part, and :Ilse for the better maintenance, support, pt•otection and livelihood of said
patty . of the second part, do........ by these presents give, grant, alien and confirm unto
the said party of the second part, and to.....i.t•s......... heirs and assigns forever........ OAh ...........
!ot, piece or parcel of land, situate, lying and being in the County of ...... R-ima............................
State of Ariznna, and bounded and described as follows: to -wit:
picase sec E>-hibit A attached hereto.
TOGffnItR W1T1! ALI, AND SING-LAR, the tenemeuts, hereditaments and appur- N
tcnanccs thert anto belonging, or in anywise appertaining, and the reversion, reversiona, re- INI
mainder a.,d •emainticn, rents, issues and profits thereof. f
'rb HAVE AND TO HOLD, all and iingulr.r the said premises, together with the appur-
tenances and privileges thereuntn incident, unto the said party._ . of tho second part,....i".
heirs and assigns •orever.
IN tiCiTNFSS WIIrREOh, the said part.i!s of the first part.. ..... ...... tereunto set.tll�ix.
hand e , aryl seal. q... the -:uy and year first above written. ��'✓� �y�
Signed, Senlca and rielivcred 1��f•..•!."....•Seal)
Ri and F.,-i]son
in the presence, of:—
_. .......:.L[�t /'•••... (Seal)
e li. :.ilson
8351 1947 I
I,
Fcrms Inc.. 31 West Atadtson Street, Phoenla, Arizono 1150031 2534812 / Form 67
Page 2 of 4
08/07/2017 8:48 AM
STAOF ARIZONA,
Countyof ...... . . .............. ................
Before me, ';�'. .... ........ ... ..... . .. . .......... ....... ...... .Notal Public
in and for the County of ... ...... ... ..... . . ........... State - Arizona, on this d-al' personally ap-
peared . .. ........ ................ . ....... ....... ........ ....... .......... . ........ P
0
I ...... ...
known to me to be the person.S whose name,5 ................ ........... subscribed to the foregoing
instrument, and acknowledged to me that ....... 71;il�K ........ executed the same for the purpose
and consideration therein expressed.
Given under my hand and seal of office. this.... spy
/.-Up. day of .. ........... ......
"list
t -.ommiwion expires...
o
J
IQ
Me
eu
vaplopau Sjunoj
...................... .... ............ .................. ........... ..........
DAUCIV &I!J IUOS Pon Sup JI[I IVOt; :9!3!JJO PUL PE11:11 .,'LU SS' �qN.Ll,jk
....... ...................... ....... IL'
*Sjunoi ......... —1-1- . ........ . ju :TJOaaZI ... .... .... JO .. ... ........ ON lotia ut Sinp pu,
.........61 ................ ... ....... . to (up "-*,viql uo -I-i . ........ 1301.1.0 — ... . ....... ju P.1030.t
.Ioj paid rit.lit ju.nunalsu! u!411.-A )ql 1---LI1 Sjtlza;) SqO.ZaTI Op 1p!Lsaloju ajels Poe .(Itinoj 341
-Ioj puu u, -zapicliall Sjunoo .......... * .......... " ....... * ............ ' ......... —
....... * . ................................... jo Sjunoo
'VNoZnIV do MLY.Ls
8351 19 4 a
Page 3 of 4
0310712017 8:48 AM
EXHIBIT A
LEGAL DESCRIPTION
Assessor's Parcel25-114-238A
All that portion of Lot 1; Section 35, Township 12 South,
Range 13 21st, G.& S.R.S., Pita County, Arizona, according to the
"ao of Cacalina Citrus Escates as record<d in Book 6 of Maps ani
Plats at Page 24 in the Orrice of the Pima County Recorder, Pima
County, Arizona described as follows:
Commencing at the southeast corner o said section 33;
thence N89`45'30"W, along the south line of said Sectic., a
distance of 1318.r3 ft.; thence NO'02145"E, along the west ling
of said Lot 1, a distance cf 1292.13 ft.; thence S89'45'00"E a
distance of 40.00 ft. to a point on the north line of the
property described in Docket 2423 ac page 340 and the POINT OF
BEGINNING, thence NO"02'45"E, along the east right-of-way of
Pasco Del Norte, a distance of 82.16 ft. more or less to the
southwest corner of the property described in Docket 5178 at page
326; thence along the south and ea3t lines of tha property
described in Docket 6178 at page 326 the following three ro4rses:
1) S89640'25"E 272.06 ft., 2) NIV O 'OU"W 28.11 ft., 3)
S72°24'S5"e. 31.98 ft. more or less to the northwest corner of the
property described in Docket 3265 at page 515; thence
S16"00'00"E, along the westerly line of the property described in
Docket 3265 at page 515, a distance of 104.16 ft. more or less to
a pc,int on the easterly extension of the north line of he
property described in Docket 2423 at page 340; thence
N89°45`00"W, along the north line of the property described in
Docket 2423 at page 340, a distance of 323.19 ft. more or Siss to
the POINT OF BE'GINNINC.
Containing 0.59 aces Tore or less
8351 1)49
08107MV &48 AM
Page 1 of 3
08/09/2017 11:06 AM
STATE OF ARIZONA I I hereby cert,ty that the within
I IL 'Instrument wu flied for record ... ................ .. ..... Page................
COUNTY OF PIMA I in Pima County State of Anconaflo�L.. -
Wij,u,,a tny hand and Ofliciall Seed. Did. . .................... .... . . . .........
F—IeIBcounty Recordae
FF
ttgrd eQuoof: .. ...... . ... ...
By. ..... . ............. ..
Deputy F.:
WHEN RECORDED LOUIS W. BARASSt
MAIL TO: Barassi & Burris. P.C.
485a -G. Min Avenue
— - A7 A1,701
Metb
For the C-raid-1-1-11n of Tan Dollars. and other valuable consideration. lorlm. The Robert T. Wil.;on
Foundation (a Texas Corpordtio-0
dobctebycoiivilYto Tohono Chul Park, Inc. (an Ari;:ona corporation)
the following descr.wd property situated ta the County of "IMA- Slate of ArLwaa.
Please sec attached Exhibit A'
Please see attached Affidavit of Property Valuu-
And I W isn do --grant the title '4&'Ml all is"nons whomo,, %U3pKj to the o,atj— tib— set forth
Dated this 1:5 -7. day of
February Iq 89
Rir.�rri F. Wilson
Jean Wilson
This iruittuntent wait a luncwkdptd before me
STATE OF ARIZONA
Y. C.
thi. day of . ....... . .... ...... IV 89 y
0"C""hihe
County of
R1 C rl.:.' F. 4ilson, President
Robert T. Wilson Foundation (a Texas
Corporation) n,
..f_._ J, K
.. .............. I.............. ------
Notary Public
my --iisi.. -,,I "pin 0,FCAL SEAL
ALICE L. BRYANT
Nclary Public - Slate of AZ
A'!APAI COUNTY
ir.3truntem wise linow,.dii.y�Wn, r.;j an Ei;ires Aug 19 :,jq2
�n me
STATE OF ARIZONA
I This
I as I ,t" day Feb:ua;�X ,. 1989 by
'6t '96bart
County of 4LjAia
this T.
Jean w Ison, Sjj6rO�tarj the
T
Wil an Foundation (a exas corporation)
(S-7- 4 ................. . .....
tuy Public
My Commission wau expire )Frv.AL SEAL
A -, I!- GPIANT
STEWART TITLE
No pi z: - State of AZ
s;
Y VAP COUNTY
8482 931 My Commissi. in EiPires Aug. 19.1992
Page 2 of 3
08/0912017 11:06 AM
ERHIBI4' "l"
That portion of Icct 1 and the HE 1/4 of the SE 1/4 of Section
35, Township 12 i, Range 13 E, G & S R B A W, and Catalina
Citrus Estates ),: recorded in Book 6 of Maps and Flats at
Pag,a 24 in thii ! .'fice of the County Recorder, Pima County,
Arizona, more pir.Lcularly described as follows:
Beginning at the southeast Corner of said Section 35;
thence North 0 06' 20" East along the east line of said
Section 35, 1084.44 feet to the True Point of Beginning;
thence South 0 06' 20" West nlong the East section line of
said Section 35, 254.24 feet; thence South 56 57' 35" West,
540.95 feet to a point; thence North 64 38' 13" West, 248.95
feet to a point; thence North 2 18' 00" west, 1t8.41 feet to
a point; thence North 89 45' 00" West, 130.00 feet to a
point; thence North 0 02' 45" East, 581.38 feet to a point;
thence South 72 24' 55" East, 853.04 feet to the east line
of said Section 35, and the True Point of Beginning.
Except my portion thereof reserved for roadway
purposes.
This area is 10.15 acres, more or less.
SUB.TECT TO current taxes and assessments, and to
all easements, restrictions, reservations, encumbrances, and
all other ma:cers affecting said property, of record in the
office of the County Recorder of Pima County, Arizona.
8482 932
F. ANN RQDRISUEZ. RECORDER
DOCKET:
10117
RECORDED PY: LMD
PASS:
1070
DEPUTY RECORDER
NO. OF PA6ES:
2
1963 RD33
SEQUENCE-
95129736
TTIGA 4r3d�
A
08/29/95
TOHONO t:t-UL PARK, iPVC
D-=
14:24:00
7366 PASEO DEL NORTEE
0
MAIL
7UCSON AZ 85704
AMOUNT PAID
S 12.00
7366 PASEO DEL NOBTE I
TU=ON.
AZ. 85704
269547 SPM
225-14-2220
Deed
For the consideration ofTen DoUar s, and other valuable considerstions,
TQSLa J. GATES, 8 -M iM= VOtAF, AS HER SOLE AND SEPAR TR PROPERTY
hereafter czW the Grantor. whether ore or more than one, here17 cozzeys to
TOHONO CBM PARK, SNC. , AB A=ZONA NON-PROFST COS au=oR
the failowmg deeas'bed property situated in the County of P hA . State of Arizona
see Exhibit -A- attached hereto and made = �- !:;� cf
Subject to em. tales and other assessments. reservations is patents and all easements, rights of way,
mvumbrantra, Ems, covenants. conditions. restrictions, obligstiooa, and f m may appear of recall,
the Grantor warrants the title against all persons whomsoever.
STATE OF ARIIANA )
County of P °^cv" sou
M. TAYLOR
rqt� f COUNTY
��A:.1arm�
STATE OF ARIZONA )
sa
County of )
10!17 1070
"to instrument was aclmowledged before me
this-2 Lday off_, 1B 9 r'bp
TWILA J. GATss —ll---
My commission WM e
This instrument was actnowledged before me
this day of , 19_ by
Notary Public
My commies will expire
a
Page 1 of 2
0810712017 7:39 AM
.+!.acres No. 169547
E� -a-
A portion of Section 35, Township 12 South, Range 13 East, Gila and Salt
River Base and mr-idian, Pima county, Arizona, more particularly describad as
follows
Beginning at the Southeast corner of said Section 35;
Thence HarlIx 89 degrees 45.00, West along the South jinn of said Section 55 a
distance of 1,318.60 feet (recorded 1,318.53 feet) to a point;
Thence North 00 degrees 02,55- east (recorded North 00 02,45- Last;, a
distance of 7,034_79 feet more or less to the Southwest corner of the
Northwest quarter of the =- th-sast quarter of the Southeast Quarter �f said
Section 35;
Thence North 89 degrees 58.0£• East (retarded Narth 89 degrees 52.53- East) a
distance of 40.00 feet along the South lime of the Northwat Quarter of the
Northeast Quarter of the southeast Quarter of said sec --ion 35 to the True
Poi= of Beginning;
Thence North 89 degrees 58.06- East a distance of 619.88 feet to the
Southeast corner Of the northwest Quarter Of the Northeast Quarter Of the
Southeast quarter of said Section 35;
Thence South 11 degrees 01,10- East (recorded South 10 degreau 55.28- Fast)
along the westerly line of the Pangir ,:pi Tract as described in Docket 5237,
Page 827 and the Wilson Tracts as described in Docket 5237, Page 862 and in
Docket 4965, Paga 233 a distarra of 812.18 feet (retarded �99.58 feet) to a
point on the North line of the wilson Tract as .:ascribed in Docket 3255, Page
513;
s
Thence North 72 degrees 27.13- Neat (retarded North 72 degrees 31.28- treat) a
distances of 536.27 feet ;recorded 476.04 feet) to a point being the most -
Northerly corner of the said rilson Tract;
Thence South 15 degrees 55.48- East (recorded Swath 16 dagrees 00,00" East) a
distance of 28.11 fast to a point;
Thence North 89 degrees 4C,25- West a distance of 272.06 feet;
Thence North 0 degrees 02.551 Last a distance of 660.67 feet to the True
Point of Beginning.
10117 1071
Page 2 of 2
08107/2017 7:39 AM
F. ANN RODRIGUEZ, RECORDER
RECORDED BY: JEB
DEPUTY RECORDER
2012 ROOD
W
JOAN DONNELLY
TOHONO CHUL PARK INC
7366 N PASEO DEL NORTE
TUCSON AZ 85704
Tohono Chul Park, Inc.
7366 No. Paseo Del Norte
Tucson, AZ 85704
�o DOCKET:
PAGE:
N0. OF RAGES:
SEQUENCE:
d8iio�s► A
DEED
MAIL
AMOUNT PAID $
10701
1
2
97212391
12 /29 /97
08:20:00
GIFT DEED
DATE: December 22, 1997
GRANTOR/DONOR: The Haunted Book Shop, Inc., an Arizona corporation
GRANTEE/DONEE: Tohono Chul Park, Inc., an Arizona corporation
WITNESSETH
12.00
Grantor/Donor hereby gifts to Grantee/Donee all of Grantor's right,
title and interest in and to the real property identified as follows:
All that portion of Lot 1 of Section 35, Township 12
South, Range 13 East, Gila and Salt River Meridian,
Pima County, Arizona, according to the map of
Catalina Citrus Estates, a subdivision of Pima county,
Arizona acording to the map or plat thereof in the
office of the County Recorder of Pima county,
Arizona, in Book 6 of Maps and Plats at Page 24
described as follows:
Commencing at the southeast corner of said Section
35; thence N 0° 05' 50" E, along the east line of said
Section, a distance of 120.00 ft., thence N 89" 45'
00" W, along a line 120 ft. northerly of and parallel
with the south line of said Section, a distance of 30
ft. to a 1 /2" pin tagged LS 13178 and the POINT OF
BEGINNING; thence continue N 89' 45' 00" W along
the north line of Ina Road as described in Docket
6341 at page 1171, records of Pima County, a
distance of 175.71 ft. to a 1 /2" pin tagged LS 13178;
thence N 0° 05' 30" W a distance of 130.99 ft. to a
1 /2" pin tagged LS 13178; thence N 61 ° 03' 17" E a
distance of 93.94 ft. to a 1/2" pin tagged LS 13178;
thence N 0° 23' 3 1 " E, along a line 2 ft. west of a 4
1 0 7 0 1 0 0 1 Page 1 of 2
0810712017 9:33 AM
ft. high masonry wall, a distance of 189.91 ft.; thence
N 12' 47' 02" E a distance of 132.45 ft. to a 1/2"
pin tagged LS 13178; thence S 890 20' 19" E a
distance of 63.94 ft. to a 1/2" pin tagged LS 13178;
thence S 0° 05' 50" W, along the west right-of-way
of Northern Ave. as shown on the plat of Catalina
Citrus Estates as recorded in Book 6 of Maps and
Plats at pag 24, a distance of 495.56 ft. to the POINT
OF BEGINNING.
Containing 1.311 acres.
IN WITNESS WHEREOF, Grantor/Donor has executed this instrument
the day and year first above written.
ell
The AaAnted BoA Shop, Inc.
Gr t /Donor
Bycan H. Wilson, President
State of Arizona )
) ss.
County of Coconino )
of Ae f e oing instrument w acknowledged
__ _ _ -____, 199 _ by Jean H.
Haunted Book Shop, Inc.,an Arizbna corporation,
P
said corporation.
My Commission Expires:
10701 .002
before me this a3
Wilson, President of The
for and on behalf of the
4-0 Aa"t(� -11
Notary Public
:OFFICUI. UAL
DEE STEADMANNry Pobk - State of Arizona
COCONINO COUNTY
1 Y rrrrm. EnKls NOV 30,19W
Page 2 of 2
0810712017 9:33 AM
F. AM RODRIGUEZ, RECORD3R
RECORDED BY- D_K
DEPUTY RECORDER
7864 PE2
W
METRO WATER DISTRICT
ATTN: CINDY MARTINEZ
Po Box 36870
TUCSON AZ 85740
DOCKET: 12054
t•y PAGE: 63
NO. OF PAGES: 5
SEQUENCE: 20030970021
05/20/2003
a�Ze EASMNT 09:15
MAIL
METRO
11
DISTRICT
WATER EASEMENT
AMOUNT PAID $ 10.00
THIS INDENTURE made the da of !/ Gt bet�vem
Y -0,
Tohono Cbul Park, Tnc. the Grantor, and Nletropolitan Domestic later Improvement
District (NIDWID), Gnuttw..
WJ 1 NESSETH:
That the Grantor Tohqno Chul Park Tn , for and in the consideration of one ($ 1.00)
Dollar, and other valuable consideration by the [METROPOLITAN DOMESTIC WATER
Ir4PROVENTENT DISTRICT, do hereby acknowledge, and hereby convey unto the NIETROPOLIT-AN
DONIF-STIC WATLR INIPROVFNIENT DISTRICT, its successors and assigns, a perpetual right-of-
way, privilege and �ascment for any water pipe or mains now laid or which hcrca$cr may be laid by the
METROPOLITAN DOMESTIC WATER RdPROVEMENT DISTRICT, together with the right to
enter into and upon for the purpose oFinaintaining said pipes and mains, including the right of attaching
ihcxcro meters, fitehydrants, valves, regulators, services, and all other items necessary in the construction
and mainteu•.,ncc thereof, together with the eight to enter into and upon for the purpose of removing the
same at the sole discretion of the 1A TROPOLTTAN DOMESTIC W.VfER LMPROVEAJENT
DIS`MCT; said easement being in, on, through, over, aexoss, and under the Following dcsctibedparcel of
land situated in the County of Pzma, State of Arizona, to -wit.
See Exhibit A Cot legal description
Sec Exhibit B for legal drawing
Grantor may use the property fox any purpose consistent with the actual use of the easement.
However, grantors covenant to keep the property open and free form any obstruction or encroachment at
all rimer.
TO HAVE A_\ID TO HOLD the same unto due MF_'TROPOLITAN DOMESTIC AVATER
R 1PROVEMCNT DISTRICT, and to its successors and assigns forever.
Grantee (11DW71)) ror
STATE OF ARIZONA )
COUNTY OF PIMA )
r-�
The foregoing iinnsrrumcnt %vas ..t knowled ed before me this �_ day of
200�by JOA.0 F .. 0VA) /lU
Nor&y Public
Nly C.—inission Expires
Nalary Pub k State d Ariz.
Mary c Vehart
0
fishes OCMw 15. 2006
1
2
Q
4
Metropolitan Domestic Water Improvement District
P.O. Box 36870 Tucson, Arizona 85740 (520) 575-8100 (520) 575-8454 FAX Page 1 of 5
08/10/2017 8:40 AM
i
March 6, 2001
Rev_ October 23, 2001
ND LA # 95103-04C
EXKWIT A
Legal Description
Public Water Easement
A portion of the east one-half of the southeast one -quarter of Section 35, Township 12 South,
Range 13 East, Gila and Salt River Meridian, Pima County, Arizona_ 'Being a 15.00 foot wide
strip of land, 7.50 feet on each side of the following described centerline:
COMMENCING at the southeast corner of said Section 35;
THENCE upon the south line of said Section 35, N 89°45'00" W a distance of 1318.65 feet to
the west line of the east one-half of said Section 35 ;
THENCE leaving said south line upon said west line, N 00°02'55" E a distance of 1253.25 feet;
THENCE leaving said west line, S 89°57'05" E a distance of 40.44 feet to a point on the easterly
right -of --way of Paseo Del Norte as recorded in Docket 3279 at Page 131, records of Pima
County, Arizona, said point being the POINT OF BEGINNING and the point of curvature of a
non -tangent curve, concave southerly, a radial line through said point having a bearing of
N 00°09'29" W;
'].UENCE leaving said easterly right-of-way, southeasterly upon said curve to the right, having a
radius of 265.00 feet and a central angle of 19°37'51" for an arc distance of 90.80 feet to a point
of tangency;
THENCE S 70°31'38" E a distance of 224.11 feet to a point hereinafter referred to as Point "A";
THENCE continue S 70°31'38" E a distance of 21.49 feet to a point hereinafter referred to as
Point "B";
THENCE continue S 70°31'38" E a distance of 63.82 feet to a point of curvature of a tangent
curve, concave to the southwest;
THENCE southeasterly, upon said curve to the right, having a radius of 390.00 feet and a I
central angle of 49°36'54" for an are distance of 337.72 feet to a point of tangency; 2
0
THENCE S 20054'44" E a distance of 5.00 feet to a point hereinafter referred to as Point "C"; S
4
THENCE continue S —'0054'44" E a distance of 12.50 feet to the POINT OF TERMINUS. A
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TOGETMR WITH
A portion of the east one-half of the southeast one -quarter of Section 35, Township 12 South,
Range 13 East, Gila and Salt River Meridian, Pima County, Arizona_ Being 15.00 foot wide
strip of land, 7.50 feet on each side of the following described centerline:
BEGINNING at the aforementioned Point "A';
THENCE S 19"28'22" W a distance of 52.10 feet to a point of curvature of a tangent curve,
concave northwesterly;
THENCE southwesterly, upon said curve to the right, having a radius of 191.00 feet and a
central angle of 35"32'12" for an arc distance of 118.46 feet to a point of reverse curvature of a
tangent curve, concave to the southeast;
THENCE southwesterly, upon said curve to the lek having a radius of 140.00 feet and a central
angle of 44047'57" for an arc distance of 109.46 feet to a point hereinafter referred to as
Point "D";
THENCE continue upon said curve to the left, having a radius of 140.00 feet and a central angle
of 48°21'54" for an are distance of 118.18 feet to a point hereinafter referred to as Point "E";
THENCE continue upon said curve to the left having a radius of 140.00 feet and a central angle
00 )1' 19" for an arc distance of 1.28 feet to a point of tangency;
THENCE continue, S 38"40'36" E a distance of 121.69 feet to a point of curvature of a tangent
curve, concave to the southwest;
THENCE southeasterly, upon said curve to the right, having a radius of 135.00 feet and a
central angle of 13°50'22" for an arc distance of 32,61 feet to the POEIT OF TFRMIlNUS.
A portion of the east one-half of the southeast one -quarter of Section 35, Township 12 South,
Range 13 East, Gila and Salt River Meridian, Pima County, Arizona. Being a 15.00 foot wide i
strip of land, 7.50 feet on each side of the following described centerline:
BEGINNING at the aforementioned Point "B"
4
THENCE 5 19928'22" W a distance of 19.50 feet to the POINT OF TERMIlVUS.
O
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08110/2017 8:40 AM
TOGETHER? WITH
A portion of the east one-half of the southeast one -quarter of Section 35, Township 12 South,
Range 13 East, Gila and Salt River Meridian, Pima County, Arizona_ Being a 25.00 foot wide
strip of land 12,50 feet on each side of the following described centerline:
BEGINNING at the aforementioned Point "C"
THENCE N 69"0516" E a distance of 34,50 feet to the POINT OF TERNMWS.
TOGETSER WM
A portion of the east one-half of the southeast one -quarter of Section 35, Township 12 South,
Range 13 East, Gila and Salt River Meridian, Pima County, Arizona. Being a 15.00 foot wide
strip of land, 7.50 feet on each side of the following described centerline:
BEGINNING at the aforementioned Point "D"
TR ErNCE N 89058'51 " 1W a distance of 155.05 feet to a point on the easterly right-of-way of
Paseo Del Norte as recorded in Docket 3279 at Page 131, records of Pima County, Arizona, said
point being the POINT OF TERMINUS.
TOGETHER WITH
A portion of the east one-half of the southeast one -quarter of Section 35, Township 12 South,
Range 13 East, Gila and Salt River Meridian Pimp, County, Arizona_ Being a 15.00 foot wide
strip of land, 7.50 feet on each side of the following described -centerline:
BEGU4WING at the aforementioned Point "E";
TJOLENCE S 51050'42" W a distance of 32.50 feet to the POINT OF TERNWgUS.
The sidelines of the herein described centerlines are to be lengthened or shortened so as to
meet at the angle points formed and intersect with the easterly right-of-way ofPaseo Del Norte_
See attached Exhibit "B"
Prepared by MMLA Inc_
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08/1012017 8:40 AM
TOILTON'O CHUL PARK
PT -A" P.p.,B..
S 89"57'05" E
LI
40.44'
o
I
N
-'
L10
Cd
f
----,
F—
N
I
�
Iw
S I/4 Cor.
Section 35
w
I
Fnd 2" 13CSM in Handhole
Mkd.-TI2S,R13E
_ Q.
1/4 S 35 P_C-D.O.T.
S.C. 1981
I
ell
LINE
BEARING
DISTANCE
Ll
S 70°31'38" E
224.11'
L2
S 70°31'38" E
2I,49'
L3
S 70"31%" E
63.82'
L4
S 20°54'44" E
5.00'
LS
S 20°54'44" E
12.50'
L6
S 19'28'22" W
523w
L7
S 38040*36" E
121.69'
L8
519"28'22" W
19.50,
L9
N 69°05'16" E
34.50'
L10
NS9'58'51" W
155.05,
L11 I
S 51°50'42" W
3250'
1318.65'
1318,65` N 89'45"00" w
INA ROAD (Dkt 6341, Page 1171)
Calculated Position
SW Cor E1/2 B 1/2 Sec. 35 SE Car. Section 35
INS
SCALE: 1 300'
CURVE
RADIUS
ARC LENGTH
DELTA ANGU
Cl
265.W
90.80,
19137'51"
C2
390.00,
337.72'
493654"
C3
191-00,
119.46'
35°32'12"
C4
140.W
109.46'
4444757"
C5
140.00'
118AT
48*21'54"
C6
135.W
32.61'
13`5072'
C7
140_W
1.28'
00°31'19"
AREA = NA
DRAWN BY: EG
DATE: 312001
Mikel= C—sv—I—water,dwg
EXHIBIT B
PUBLIC WATER LINE EASEMENT LOCATED IN
THE EAST ONE-HALF OF THE SE ONE -QUARTER
OF SECTION 35, T-12-S, R-13-E G&MM
PIMA COUNTY, ARIZONA
E: \95103\04C\Legd5\ 10/23/01 3.12 pm
Fad 2" BCSM is Hmidhole
Mkd. - 35 36
P.O.C.
m"mms�r�tmnKMc
M.R-mm Miov4 -L—
"q w-= 'Mom M-m
1
2
O
5
4
11,
Page 5 of 5
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V 19 T w w