USIBWC TCE Parcel 140-01-001A_Harvey_Final.pdf

When recorded, return to:

United States International Boundary and Water Commission

ESD

Crystal Cadillo/Ariana Leos 4191 N. Mesa St.

El Paso, TX 79902

Laurence Harvey 3190 N. Silver Hill Dr.

Nogales, AZ 85621

PROPERTY ADDRESS: 799 E. Frontage Rd., Rio Rico, Arizona 85648

PARCEL NUMBER: 140-01-001A

PIPELINE REPAIRS ACCESS AGREEMENT

This Pipeline Repairs Access Agreement ("Agreement") is entered into by and between the United States International Boundary and Water Commission ("USIBWC") and Harvey Family Limited Partnership LLP, a(n) Arizona Limited Liability Partnership ("Owner"). USIBWC and Owner are referred to herein as the "Parties."

RECITALS

A. USIBWC operates and jointly owns with the City of Nogales the Nogales

International Wastewater Treatment Plant ("Plant"), located in Rio Rico, Arizona. The Plant is designed to treat to secondary standards wastewater from the cities of Nogales, Arizona, and Nogales, Sonora. Wastewater is conveyed to the Plant through a sewer pipeline ("Pipeline"). The Pipeline is a continuous sewer pipeline located in Nogales, Arizona, that extends roughly nine miles from the United States-Mexico international boundary line to the Plant and carries approximately 15 million gallons of sewage each day to the Plant. The Pipeline requires rehabilitation due to age, lack of maintenance, and increasing demand for wastewater management. USIBWC has developed plans and specifications for the repair and rehabilitation of the Pipeline ("Repairs"), which will be provided to Owner upon request.

Attached hereto as "Exhibit 1" is(are) the applicable plan(s) of work at the property address.

B. In order to make the necessary Repairs, USIBWC requires access to 799 E.

Frontage Rd., Rio Rico, Arizona, 85648 ("Property"). The Owner’s deed/property information is attached setting forth the legal description of the Property and marked "Exhibit 2." The location of the Property is shown by the Map that is attached and marked "Exhibit 3." The Property’s tax parcel number is 140-01-001A.

C. The Parties desire to state the terms upon which the USIBWC may enter upon the Property and make Repairs. Attached hereto as "Exhibit 4" is the area and location of the temporary construction easement (TCE) requested within the Property.

AGREEMENT

The Parties covenant and agree as follows:

1. Recitals and Warranty of Title. The Recitals and Exhibits are a material part of this Agreement. Owner holds equitable and legal title to and exclusive possession of the Property. Owner has the authority to enter into this Agreement and represents that there is no tenant or other person currently in possession of the Property. The USIBWC has conferred with the Owner and, insofar as a tenant is in possession of the Property, the Owner has informed the USIBWC that the Owner will coordinate and inform the tenant(s) of the access, but no additional agreement is required with the tenant(s). The Owner has provided an affidavit or letter (attached and marked as "Enclosure 1") confirming their responsibility to coordinate/inform their tenants of this agreement, if applicable.

2. Repair Costs. USIBWC shall bear the cost of Repairs.

3. Grant of Right of Access. Owner grants an easement to USIBWC and its representatives, contractors, and any authorized agents to enter on, use, and occupy the Property for the purpose of conducting Repairs. This Agreement is a covenant running with the land, binds Owner and Owner’s heirs, successors, tenants, and assigns, and will terminate only when UISBWC determines that the Repairs are completed or should be discontinued and records a document expressly terminating this Agreement. USIBWC may record this Agreement in the county where the Property is located.

4. Duty of Care. Owner and Owner’s agents, employees, contractors, tenants, invitees, and guests shall not hinder or interfere with the Repairs and shall not damage or tamper with any equipment or other property used in connection with the Repairs. The USIBWC and its contractors shall not obstruct or block the Owner's and Owner's agents', employees', contractors', tenants', invitees', and guests' access to the property.

5. Prior Notice of Activities and Contractor Work. The USIBWC's contractors will use reasonable efforts to give Owner at least thirty (30) calendar days prior notice of entry onto the Property for Repairs on the Pipeline. USIBWC's contractors shall provide a work plan to the Owner at the time of notice including the following information:

a. Contractor's point of contact for the Owner that is available 24 hours/7 days a week;

b. Proposed start date and duration of contractor's work within property;

c. Description of the equipment and/or materials to be temporarily placed/installed temporarily on the Property;

d. Description of the construction work to be performed within the

Property, if applicable; and,

e. Drawing showing the specific limits and size of area within Property to be used and layout of the proposed temporary equipment and/or materials to be used within the area, such as the bypass system.

The Owner shall notify the USIBWC's contractor point of contact within seven (7) calendar days of receiving notice of entry if the Owner identifies that the contractor's proposed layout of temporary equipment and/or materials to be installed within the property will result in obstruction of access to the property by the Owner or Owner's tenant.

6. Notices Required Under This Agreement.

Notices from USIBWC or its contractors to Owner shall be effective when given, if by telephone or email, to:

Laurence Harvey at (520)761-3590 or (520) 331-2991, larry@agecontracting.com and, if in writing, to:

Harvey Family Limited Partnership LLP Laurence Harvey 3190 N. Silver Hill Dr.

Nogales, AZ, 85621

Notices from Owner to USIBWC shall be effective when given, if by telephone or email, to:

Crystal Cadillo

(915) 832-4159 crystal.cadillo@ibwc.gov

OR

Ariana Leos

(915) 832-4168 ariana.leos@ibwc.gov and, if in writing, to:

Attention:

USIBWC-ESD

Crystal Cadillo/Ariana Leos 4191 N. Mesa St.

El Paso, TX 79902

If Owner changes its telephone number or mailing address for purposes of notice under this Agreement, written notice of the change shall be promptly given to USIBWC. If this Agreement requires notices to be provided in writing, telephonic notice will not suffice as notice.

7. Insurance. While this Agreement is in effect, the USIBWC remains self-insured under the Federal Tort Claims Act as an instrumentality of the Federal Government and will require its contractors to comply with the insurance provisions of the construction Contract requiring liability insurance.

8. No Indemnity. Owner and USIBWC or its contractors are responsible for only their own negligence in connection with the Repairs conducted on the Property. Neither Party to this Agreement agrees to indemnify the other Party or hold harmless the other Party from liability hereunder.

9. Damage to Property. USIBWC's contractors will repair any material damage it causes to the Property. All areas utilized and/or disturbed by USIBWC's contractors within the Owner's property shall be restored by the contractor to preconstruction conditions. If Owner or its tenant intentionally or negligently damages the property of the USIBWC or its contractor, then the Owner or its tenants will repair any material damage caused. Existing remedies at law are available to seek compensation or remedy for any damage caused should either party fail to make repairs.

10. Default. Notices of default must be provided in writing. If either Party defaults under this Agreement and the default continues for more than ten (10) days after the effective date of the Party’s written notice stating the specific nature of the default, then the Party may treat the default as a breach of this Agreement.

Notwithstanding the foregoing, in the event Owner notifies USIBWC of a default, if USIBWC determines that the default cannot be cured within the ten-day notice period, then the default shall be deemed cured if USIBWC commences efforts to cure the default within the ten-day notice period. A default is a violation of any term of this agreement. USIBWC’s or its contractor's failure to give notice under Paragraph 5 also constitutes a default under this Agreement. Owner’s failure to provide access under this Agreement is not subject to the ten-day notice period and is an immediate breach of this Agreement.

11. Dispute Resolution. The Parties shall resolve any breach or dispute arising out of this Agreement by arbitration. Proper venue for any civil action, proceeding, or arbitration arising out of this Agreement shall be the United States District Court for Southern Arizona.

12. Exhibits to this Agreement. Exhibits to this Agreement are intended for informational purposes. If there is a conflict between the terms of this Agreement and an Exhibit to this Agreement, the terms of this Agreement shall control.

13. Miscellaneous. (A) This Agreement expresses the entire agreement of the Parties; (B) Owner agrees that Owner is not relying on any promise, agreement, or representation made by USIBWC except as stated in this Agreement;

(C) no modification of this Agreement is valid or enforceable unless the terms of the modification are in writing and signed by the Parties; (D) this Agreement binds and inures to the benefit of the Parties and their agents, heirs, successors, assigns, transferees, executors, and personal representatives; (E) USIBWC shall retain possession of the fully executed original of this Agreement and Owner shall receive exact copies; (F) this Agreement is effective when signed by the Parties; (G) this Agreement is subject to available funding and nothing shall bind USIBWC to expenditures in excess of funds appropriated and allotted for the purposes in this Agreement; (H) this Agreement shall be interpreted and enforced according to Federal law and, when no federal law applies, then the laws of the State of Arizona;

and, (I) this Agreement may be signed in counterparts, each of which shall be treated as an original but which, when taken together, shall constitute one and the same Instrument.

DANIEL AVILA

Digitally signed by DANIEL

AVILA

Date: 2021.03.30 14:57:12 -06'00'

Daniel Avila, Acting Commissioner

3/30/2021

COCHISE

LOCATION OF WORK

PIMA

GRAHAM

PINAL

SANTA

CRUZ

GILA

G R

E E

N L

E E

NAVAJO

APACHE

COCONINO

YAVAPAI

MARICOPA

YUMA

LA PAZ

MOHAVE

A R I Z O N A

UTAH

CALIFORNIA

MEXICO

NEW

MEXICO

NEVADA

UNITED STATES INTERNATIONAL

BOUNDARY AND WATER COMMISSION

REHABILITATION IMPROVEMENTS

TRUNKLINE AND INTERNATIONAL OUTFALL INTERCEPTOR

SANTA CRUZ COUNTY, AZ

PHASE I

333 EAST WETMORE ROAD,

SUITE 400, TUCSON, AZ 85705

(520) 887-1800

PROJECT NET LENGTH : 1.62 MI

U.S. INTERNATIONAL BOUNDARY AND

WATER COMMISSION

NOGALES, AZ

WASTEWATER

TREATMENT

PLANT

C o n t r

N o

I B

M

T

I-GI-0001

PROJECT VICINITY MAP

PROJECT LOCATION MAP

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COUNTY

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Sheet

Reference

Number:

CONTRACT NO: IBM09D0008

ORDER NO: IBM14T0007

SURVEY CONTROL

HORIZONTAL CONTROL IS BASED ON ARIZONA STATE

PLANE, CENTRAL ZONE, NORTH AMERICAN DATUM OF

1983 (NAD 83). VERTICAL CONTROL IS BASED ON NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

NOT TO SCALE

NOT TO SCALE

NOGALES TOWNSITE

SECTION 17, RANGE 14 EAST,

TOWNSHIP 24 SOUTH GILA AND SALT

RIVER BASE AND MERIDIAN (G& SRB & M)

SANTA CRUZ COUNTY, ARIZONA

LATITUDE: 31° 19' 50.38" N

LONGITUDE: 110° 56' 30.84" W

PHASE I PROJECT

END CIPP PIPING

CL MH #99

STA 464+36.39

N = 162940.08

E = 997040.68

PHASE I PROJECT

BEGIN CIPP PIPING

CL MH #85

STA 378+81.89

N = 154964.51

E = 999076.89

T

R

U

N

K

L

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I O

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PHASE 1

STA 81+46

NOGALES

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Solicitation No. 191BWC21R0002

PARCEL 140-01-001A EXHIBIT 1

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NOTES:

1. SEE DRAWINGS I-CU-2035 THRU I-CU-2044 FOR PLAN AND PROFILES.

2. SEE DRAWINGS I-CU-3001 AND I-CU-3002 FOR MANHOLE REHABILITATION

DETAILS (PROTECTIVE LINER SYSTEM AND CARBON FIBER COMPOSITE).

3. REHABILITATION WITH PROTECTIVE LINER SYSTEM REQUIRED FOR CONCRETE

MANHOLES IN EITHER GOOD OR FAIR CONDITIONS.

4. REHABILITATION WITH CARBON FIBER COMPOSITE REQUIRED FOR BRICK

MANHOLES AND CONCRETE MANHOLES IN POOR CONDITION.

5. ALL MANHOLES SHOWN IN TABLE ABOVE SHALL BE INCLUDED IN THIS PHASE OF

WORK.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASSING OF FLOW FROM THE

LATERALS LISTED IN THE LATERAL INFORMATION TABLE ON THIS DRAWING.

REQUIRED MANHOLE REHABILITATION TABLE

MH NUMBER STATION RIM ELEVATION INVERT ELEVATION

PIPE DIAMETER

(INCHES)

MANHOLE

DEPTH (FEET)

PROTECTIVE

LINER

SYSTEM

HYDRAULIC

WATER PLUG

(EST. CF)

CARBON

FIBER

COMPOSITE

RAISE

MANHOLE

TO GRADE

APPLICABLE

DETAILS

(SHEET I-CU-3001/I-CU-3002)

REQUIRED MANHOLE REHABILITATION

97A

97B

378+81.89

389+54.26

390+61.25

393+41.07

394+96.93

407+62.82

409+94.63

414+96.11

417+27.55

429+05.16

440+68.08

450+73.53

452+90.39

453+60.01

453+71.84

461+30.18

464+36.39

3540.36

3529.33

3521.56

3523.04

3513.16

3517.54

3516.93

3514.01

3516.28

3496.79

3505.44

3488.95

3483.47

3482.70

3482.96

3485.72

3481.52

3523.19

3512.20

3511.14

3509.51

3507.63

3499.08

3497.35

3494.43

3492.56

3483.50

3478.94

3474.74

3473.72

3473.77

3473.75

3472.45

3472.82

17.17

17.13

10.42

13.53

5.53

18.46

19.58

19.58

23.72

13.29

26.50

14.21

9.75

8.93

9.21

13.27

8.70

X

X

NO REHABILITATION REQUIRED

X

X

X

X

X

X

X

X

X (10.8)

X (6.6)

X

X

X

X

X

X

X

X

1,2,3

1,2,3

5'L X 5'W X 5'H

MANHOLE

DIAMETER

(FEET)

U.N.O.

IOI MANHOLE

CONNECTING LATERAL

N. PENA BLANCA

US FOREST SERVICE

RIO RICO FORCEMAIN

LATERAL DIAMETER

(INCHES)

ESTIMATED LENGTH ALONG LATERAL TO NEXT

UPSTREAM MANHOLE

(FEET)

ESTIMATED AVERAGE FLOW

(GPM)

UNKNOWN

UNKNOWN

UNKNOWN

LATERAL INFORMATION TABLE

X

PARCEL 140-01-001A EXHIBIT 1

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CL MH 93

STA = 417+27.55

N=158584.37

E=998016.02

RIM: 3516.28

30" DIA. RCP PIPE

INV. EL.3492.56

(SEE NOTE 2)

416+00

417+00

418+00

419+00 420+00

421+00

422+00 423+00

424+00 425+00

426+00

427+00

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SOIL BORING B-32

EXISTING 231.5 LF OF 30" RCP

TO BE REHABILITATED WIITH

CURED IN PLACE PIPE LINER

EXISTING 1177.6 LF OF 30" RCP

TO BE REHABILITATED WIITH

CURED IN PLACE PIPE LINER

40' PIPELINE EASEMENT

PLE

PLE

PLE

PLE

PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE

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PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE

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416+00

417+00

418+00

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424+00

425+00

426+00

427+00

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EXISTING GROUND

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

PLAN

STA. 416+00.00 TO STA. 427+00.00

PROFILE

STA. 416+00.00 TO STA. 427+00.00

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I-CU-2040

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

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PHASE I (CONT.)

PHASE I (CONT.)

NOTES:

1. SEE SPECIFICATION SECTION 46.04.00 FOR CURED-IN-PLACE PIPE (CIPP) REQUIREMENTS.

2. SEE DETAIL 2, SHEET I-CU-3001 FOR MANHOLE REHABILITATION.

3. FOR TCE, SEE SHEET I-GC-1004 AND I-GC-1005.

4. SEE SHEET I-GI-0002 FOR LEGEND AND ABBREVIATIONS.

5. SEE SHEET I-GI-0003 FOR GENERAL NOTES.

PARCEL 140-01-001A EXHIBIT 1

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C

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P

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427+00 428+00 429+00 430+00 431+00 432+00 433+00 434+00 435+00 436+00 437+00 438+00

S

CL MH 94

STA = 429+05.16

N=159698.75

E=997635.32

RIM: 3496.79

30"DIA. RCP PIPE

INV. EL.3484.00

36" DIA. RCP PIPE

INV. EL.3483.50

(SEE NOTE 4)

X

X

X

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35003500

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EXISTING 1177.6 LF OF 30" RCP

TO BE REHABILITATED WIITH

CURED IN PLACE PIPE LINER

EXISTING 1162.9 LF OF 36" RCP

TO BE REHABILITATED WIITH

CURED IN PLACE PIPE LINER

RAISE TOP OF MH 94 TO GRADE

40' PIPELINE EASEMENT

PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE

PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE

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UPRR FENCE

POTENTIAL BYPASS

PIPELINE ALIGNMENNT

427+00

428+00

429+00

430+00

431+00

432+00

433+00

434+00

435+00

436+00

437+00

438+00

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30" R C

P P

IP

E

S = 0.0073

36" RCP PIPE S = 0.0044

30" INV. EL.3484.00

36" INV. EL.3483.50

EXISTING GROUND

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

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RAISE TOP OF MANHOLE TO GRADE

WITH NEW BARREL SECTION

(SEE NOTE 2)

PLAN

STA. 427+00.00 TO STA. 438+00.00

PROFILE

STA. 427+00.00 TO STA. 438+00.00

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I-CU-2041

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

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CL UNION PACIFIC NOGALES BRANCH (200' R.O.W.)

R.R. R.O.W.

R.R. R.O.W.

R.R. R.O.W.

R.R. R.O.W.

PHASE I (CONT.)

PHASE I (CONT.)

NOTES:

1. SEE SPECIFICATION SECTION 46.04.00 FOR CURED-IN-PLACE PIPE (CIPP) REQUIREMENTS.

2. SEE DETAIL 1, SHEET I-CU-3001 FOR MANHOLE FRAME AND COVER ADJUSTMENT.

3. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH USACE NATION WIDE PERMIT

#12 AND ADEQ 401 WATER QUALITY CERTIFICATION PROVISIONS WHEN CONDUCTING ANY

WORK WITHIN POTRERO CREEK.

4. SEE DETAIL 2, SHEET I-CU-3001 FOR MANHOLE REHABILITATION.

5. FOR TCE, SEE SHEET I-GC-1005.

6. SEE SHEET I-GI-0002 FOR LEGEND AND ABBREVIATIONS.

7. SEE SHEET I-GI-0003 FOR GENERAL NOTES.

PARCEL 140-01-001A EXHIBIT 1

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DETAIL NO.

STANDARD DETAIL

ENGLISH

REVISED

DETAIL NO.

01-01-2015

MANHOLE FRAME

AND COVER ADJUSTMENT

ADJUSTING RING DETAIL

SPACER TYPE

BRICK

4"X2" STEEL SPACER

GROUT

REQUIRED THICKNESS

GREATER THAN 2"

" TO 2"

LESS THAN

NOTES:

1. CONTRACTORS SHALL ADJUST ALL MANHOLE RINGS AND

COVERS, INCLUDING MANHOLES OUTSIDE OF THE

PAVEMENT.

2. COAT INTERIOR SURFACES OF GRADE RINGS WITH

REHABILITATION COATING SPECIFIED FOR THAT MANHOLE.

3. GROUT SHALL BE USED BETWEEN FRAME AND ADJUSTING

RING TO ACHIEVE WATER TIGHTNESS.

4. MAXIMUM HEIGHT OF OPENING BETWEEN THE BOTTOM OF

THE MANHOLE CONCRETE TOP AND TOP GRADE RING SHALL

BE 24". FOR MANHOLES REQUIRING ADJUSTMENTS GREATER

THAN 24" THE ADJUSTMENT SHALL INCLUDE NEW BARREL

SECTIONS, PER DETAIL ON SHEET I-CU-3003.

2-1/8"

1/4"

1-5/8"

1/4"

1-3/4"

2-1/4"

1/4"

1/4"

2-1/4"

1"

6"

12" MIN.

BOTH SIDES

OUT OF

PAVEMENT-FINISH

GRADE

(2) NO.2 HOOPS FOR 4"

RING TIED WITH NO.4

A.S. & W. GAUGE WIRE.

6" & 8" RING REQUIRE

(4) NO.2 HOOPS.

MEDIUM BROOM

FINISH WITH

RADIALLY SCORED

MARKS (4 MIN.)

NEW MANHOLE

LID AND FRAME

EXISTING OR RECENTLY

INSTALLED PAVEMENT

#4 REINFORCING STEEL HOOP EQUALLY

CENTERED HORIZONTALLY AND VERTICALLY

(IF REQUIRED BY AGENCY)

4000 PSI CONCRETE

COMPACTED SUBGRADE TO 95%

MAXIMUM DRY DENSITY

(BENEATH ROADWAY) OR

85% MAXIMUM DRY DENSITY

(OPEN GRASS SURFACES)

FLAT REINFORCED CONCRETE TOP

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GROUT INTERIOR

SURFACE OF

ADJUSTMENT

RINGS

CONTINUOUS

V A

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S

REHABILITATE ALL INTERIOR CONCRETE SURFACES

(INCLUDING INTERIOR OF CONCRETE MANHOLE TOP)

WITH EITHER PROTECTIVE LINING SYSTEM OR

CARBON FIBER COMPOSITE SYSTEM

PROTECT STEPS IN-PLACE

NOTES:

1. SEE SHEET I-GI-0004 FOR TABLE IDENTIFYING REQUIRED MANHOLE REHABILITATION SYSTEM

(CARBON PROTECTIVE LINER SYSTEM OR CARBON FIBER COMPOSITE SYSTEM).

2. MANHOLE FRAME AND ADJUSTMENT TO GRADE SHALL BE COMPLETED PRIOR TO ANY

MANHOLE REHABILITATION.

3. PRIOR TO PLACEMENT OF THE CIPP, HYDROPHILIC END SEALS SHALL BE PLACED AT THE

DOWNSTREAM AND UPSTREAM ENDS OF THE EXISTING PIPE TO MAKE A TIGHT FITTING SEAL

WITH THE CIPP AT EACH MANHOLE. SEE DETAILS ON SHEET I-CU-3002.

4. CURED-IN-PLACE PIPE SHALL BE THEN INSTALLED INTO EACH SEWER REACH.

5. TO PROVIDE ACCESS TO THE MANHOLE, TOP HALF OF THE LINER SHALL BE NEATLY CUT

OFF A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES FROM THE MANHOLE WALLS TO

ALLOW THE LINER TO LOCK IN AT THE MANHOLE OPENING.

6. SEE SPECIFICATION 46.04.00 CURED-IN-PLACE PIPE (CIPP) FOR FOR OTHER CIPP

INSTALLATION REQUIREMENTS.

7. FOR MANHOLES, SEE EITHER SPECIFICATION 46.05.00 PROTECTIVE LINER SYSTEM OR

SPECIFICATION 46.06.00 CARBON FIBER COMPOSITE SYSTEM, AS IDENTIFIED ON THE

REQUIRED MANHOLE REHABILITATION TABLE SHOWN ON SHEET I-GI-0004.

8. SEE DETAIL 5, SHEET I-CU-3002 FOR CIPP LINER/MANHOLE REHABILITATION INTERFACE.

9. MANHOLE REHABILITATION USING EITHER A PROTECTIVE LINER SYSTEM

(SPECIFICATION 46.05.00) OR A CARBON FIBER COMPOSITE (SPECIFICATION 46.06.00)

SHALL BE COMPLETED AFTER THE INSTALLATION OF THE CIPP.

10. SEE SHEET I-GI-0002 FOR LEGEND AND ABBREVIATIONS.

11. SEE SHEET I-GI-0003 FOR GENERAL NOTES.

WHEN INSTALLING CIPP LINER THROUGH

MANHOLE REMOVE TOP PORTION OF LINER

WITHIN THE MANHOLE TO RE-ESTABLISH

ACCESS. WHEN TERMINATING CIPP LINER AT

MANHOLE, INSTALL AND SEAL IN ACCORDANCE

WITH DETAIL 5, ON SHEET I-CU-3002.

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MANHOLE SURFACES TO RECEIVE REHABILITATION

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

PARCEL 140-01-001A EXHIBIT 1

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I-CU-3002

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24" CAST IRON WATERTIGHT

MANHOLE FRAME AND COVER

424-1 ENGLISH

STANDARD DETAIL

424-1

XX

XX

M

AD

E

IN

U

SA

XXX

CLASS 35B

XX

X

AASHTO M

XX

XX

USA

CLASS 35B

AASHTO M306

XXX

XXX

NC

AG

E

IY DENTIF ICATION

U T I L I T Y T Y PE

33 3/4"

INITIAL BACKFILL

FOUNDATION

SAWCUT

SEE NOTE 2.

SPRINGLINE

BEDDING

HAUNCHING

4" TOPSOIL

F I N

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O.D. CLEARANCE

PIPE O.D. +24"

PAVED AREAS UNPAVED AREAS

TYPICAL TRENCH SECTION

NOTE:

1. SEE SPECIFICATION SECTION 31.23.20 FOR PIPE, BEDDING,

BACKFILL, AND SURFACE RESTORATION REQUIREMENTS.

NATIVE BACKFILL

DETAIL

NOT TO SCALE

DETAIL 4

NOT TO SCALE

DETAIL

NOT TO SCALE

2. JOINT LOCATION OR JOINT CONFIGURATION SHALL BE TO

ELIMINATE FULL DEPTH SAW CUT JOINTS FROM BEING

LOCATED WITHIN A WHEEL PATH.

12"

ASPHALT CONCRETE

(MATCH THICKNESS

OF EXISTING PAVEMENT)

NOTES:

1. SEE SHEET I-GI-0002 FOR LEGEND AND ABBREVIATIONS.

2. SEE SHEET I-GI-0003 FOR GENERAL NOTES.

EXISTING

RCP PIPE

MANHOLE REHABILITATION

EITHER PROTECTIVE LINER SYSTEM

OR CARBON FIBER COMPOSITE

NEW END SEAL

SLEEVE (TYP)

MANHOLE REHABILITATION

EITHER PROTECTIVE LINER SYSTEM

OR CARBON FIBER COMPOSITE

LINER/MANHOLE REHABILITATION INTERFACE

WHEN TERMINATING CIPP LINER AT MANHOLE

EXISTING

RCP PIPE

CIPP LINER (TYP)

NOTE 1

EXISTING

MANHOLE

NOTE:

1. CONTRACTOR SHALL LEAVE APPROXIMATELY

2 INCHES OF CIPP FROM THE EDGE OF THE

CHANNEL ON BOTH SIDES TO ALLOW FOR

POSSIBLE SHRINKAGE OF LINER.

2. DO NOT APPLY MANHOLE REHABILITATION SYSTEM

TO LATERAL. THOROUGHLY CLEAN INTERIOR AND

EXTERIOR SURFACES OF ALL LATERALS OF ANY

SYSTEM COMPONENT.

SELECT

BACKFILL

MATERIAL

AGGREGATE

BASE COURSE

EXISTING LATERAL

(SEE NOTE 2)

PARCEL 140-01-001A EXHIBIT 1

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DETAIL NO.

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REVISED

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DETAIL NO.

AutoCAD SHX Text 01-01-2012

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%%UFRAME TOP VIEW

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%%UCOVER TOP VIEW

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FRAME WT. (CL. 35) - 180 LBS

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%%UCOVER BOTTOM VIEW

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HEAT DATE

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MANUFACTURES NAME

AutoCAD SHX Text 1 1/16"

AutoCAD SHX Text 26 1/8"

AutoCAD SHX Text 1 3/16"

AutoCAD SHX Text 22 3/4"

AutoCAD SHX Text 2 1/2"

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COVER WT. (CL. 35) - 188 LBS

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MANUFACTURES NAME

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ORIGIN

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AASHTO M306 CLASS 35B

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MODEL NUMBER

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HEAT DATE

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MODEL NUMBER MANUFACTURES NAME

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RECYCLE SIGN

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OPTIONAL LOGO OR AREA WITH RAISED CIRCLE FLUSH 1/8'

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RAISED RINGS 1/8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 26 3/8"

AutoCAD SHX Text 27 13/16"

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AutoCAD SHX Text 4 1/16"

AutoCAD SHX Text 24"

AutoCAD SHX Text R3/4"

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BATTER 3/16"

AutoCAD SHX Text NOTE: : LETTERING ON MANHOLE COVER TO CONTAIN NAME OF AGENCY AND UTILITY FOR WHICH MANHOLE IS NEEDED, (I.E. "PHOENIX SANITARY SEWER"), OR AS DIRECTED. THE TOTAL WIDTH OF INDIVIDUAL LETTERS TO BE SUCH THAT LETTERS AND WORDS ARE EQUALLY SPACED AND BALANCED TO FORM A COMPLETE CIRCLE WITH SPACERS BEFORE AND AFTER THE WORD IDENTIFYING THE AGENCY INVOLVED. LETTERS TO BE 2" IN HEIGHT AND RAISED FLUSH W/ TOP OF COVER. TYPE OF LETTERS TO BE SUBMITTED FOR APPROVAL. WEIGHT OF CASTINGS SHALL BE NO MORE THAN 2% MORE OR LESS THAN THE APPROXIMATE WEIGHT SPECIFIED. CASTINGS SHALL CONFORM TO ASTM A-48, CLASS 35 AND AASHTO M306. THE BEARING SURFACES OF THE FRAMES AND COVERS SHALL BE MACHINED AND THE COVERS SHALL SEAT FIRMLY WITHOUT ROCKING. ALL DIMENSIONS SHALL HAVE A 1/16" TOLERANCE.

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SECTION B

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SECTION C

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SECTION A

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SECTION D

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BATTER

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CONCEALED PICK DETAIL

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WITH GASKET

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BATTER

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TAPER 1/2" TO 3/4"

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MACHINED

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MACHINED

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MIN. 8 GUSSETS W/ MIN. TAPER 5/8" TO 3/4"

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NAME OF AGENCY OR UTILITY REQUIRED 1/8" RAISED

7/8" DIA DRILL AS NECESSARY FOR MACHINING

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420-1

CONCRETE SANITARY SEWER MANHOLE

DETAIL NO.

STANDARD DETAIL

ENGLISH

01-01-2015

REVISED

420-1

DETAIL NO.

420-2

DETAIL NO.

STANDARD DETAIL

ENGLISH

REVISED

420-2

DETAIL NO.

PRECAST CONCRETE MANHOLE BASE

01-01-2015

420-3

DETAIL NO.

STANDARD DETAIL

ENGLISH

01-01-2015

REVISED

420-3

DETAIL NO.

CONCRETE MANHOLE BASE

DETAIL

NOT TO SCALE

DETAIL 7

NOT TO SCALE

DETAIL

NOT TO SCALE

NOTES:

1. SEE SHEET I-GI-0002 FOR LEGEND AND ABBREVIATIONS.

2. SEE SHEET I-GI-0003 FOR GENERAL NOTES.

PARCEL 140-01-001A EXHIBIT 1

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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%%UTYPE 'A' TOP

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4" TYP.

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(PRECAST ECCENTRIC CONICAL TOP MANHOLE)

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USE BUTYL RUBBER MASTIC JOINT SEALANT ON ALL JOINTS; EXCEPT TOP ADJUSTMENT RINGS

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8" IF MANHOLE IS 13' OR LESS 12" IF MANHOLE IS OVER 13'

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OVERALL ADJUSTMENT RING HEIGHT SHALL BE 12" MIN TO 18" MAX (TYP)

AutoCAD SHX Text NOTES: 1. PRECAST STEEL REINFORCED MANHOLE SECTIONS PRECAST STEEL REINFORCED MANHOLE SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C 478 EXCEPT AS MODIFIED HEREIN. 2. CAST-IN-PLACE MANHOLE BASE TO BE CAST-IN-PLACE MANHOLE BASE TO BE CONSTRUCTED IN ONE PLACEMENT. 3. CAST-IN-PLACE MANHOLE BASE SHELF AND CAST-IN-PLACE MANHOLE BASE SHELF AND CHANNEL TO RECEIVE SMOOTH TROWEL FINISH. 4. MANHOLE COATINGS PER AGENCY. MANHOLE COATINGS PER AGENCY. 5. SEE DETAIL 1 ON SHEET I-CU-3001 FOR FINAL SEE DETAIL 1 ON SHEET I-CU-3001 FOR FINAL ADJUSTMENT TO GRADE. 6. ANY MANHOLE OVER 20' SHALL REQUIRE ENGINEER ANY MANHOLE OVER 20' SHALL REQUIRE ENGINEER (STRUCTURAL) CALCS. 7. THE MANHOLE ACCESS POINT SHALL BE ORIENTED THE MANHOLE ACCESS POINT SHALL BE ORIENTED IN SUCH A WAY THAT THE OPENING IS DIRECTLY ABOVE THE LOWEST INVERT, OR AS OTHERWISE DIRECTED BY THE PLANS OR ENG. 8. FOR PRECAST BASE SEE DETAIL 7 ON THIS SHEET. FOR PRECAST BASE SEE DETAIL 7 ON THIS SHEET. 9. FLAT TOPS SHALL ONLY BE USED WITH APPROVAL FLAT TOPS SHALL ONLY BE USED WITH APPROVAL FROM THE ENGINEER.

AutoCAD SHX Text

PRECAST RISER SECTIONS AS REQUIRED

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24" FRAME & COVER PER STD DETAIL 3 ON SHEET I-CU-3002

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%%U(PRECAST FLAT TOP M.H.)

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8"MIN.

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8" TYP.

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FLOW

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3" MIN. 5" MAX.

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KEYWAY PRESSED INTO BASE TO MATCH PRECAST RISER

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DIAMETER PER PLAN

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FLAT REINFORCED CONC. TOP

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FINISH GRADE (TYP)

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24" TO 26-3/4" ON 48" MANHOLE 30" ON 60" MANHOLE (TYP)

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CEMENT MORTAR

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3000 PSI CONCRETE BASE

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30" MIN. 36" MAX.

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24" MAX ADJUSTING RINGS PER DETAIL 1, ON SHEET I-CU-3001 (TYP)

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CONCRETE SHELF SHALL BE PER SECTION A-A DETAIL 8, ON THIS SHEET

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24" MAX.

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30"DIA MIN.

AutoCAD SHX Text NOTES: PRECAST, MANUFACTURER SHALL BE AN NATIONAL PRECAST CONCRETE ASSOCIATION (NPCA) CERTIFIED PLANT. ENTIRE ENTIRE PRECAST BASE SHALL BE MANUFACTURED AT THE PLANT PER ASTM C478. 4000 PSI CONCRETE SHALL BE USED FOR PRECAST MANHOLE BASES. SPRING LINE OF CAST-IN-PLACE BELL SHALL STOP AT INSIDE FACE OF MANHOLE. JOINTS FOR BARREL SECTION SHALL BE TONGUE AND GROOVE TYPE. ALL LIFTING HOLES SHALL BE SEALED WITH GROUT. ALL PRECAST MANHOLE BASES SHALL BE PLACED ON 8" MINIMUM OF ABC COMPACTED TO 100% MAXIMUM DENSITY. ALL MODIFICATIONS SHALL BE APPROVED BY THE ENGINEER. MINIMUM WALL THICKNESS SHALL BE PER ASTM C478 (MIN 5"). REINFORCEMENT SHALL BE DESIGNED BY AN ARIZONA REGISTERED PROFESSIONAL ENGINEER.

AutoCAD SHX Text CHANNEL TRANSITION SHALL BE CONSTANT FROM INLET TO OUTLET OF MANHOLE TO FACILITATE SMOOTH TRANSITIONS AND ACCOMMODATE CORRESPONDING MANDREL. THERE SHALL BE NO HARD CONNECTIONS (GROUTED) INTO THE MANHOLE BASE UNLESS APPROVED BY THE ENGINEER. ALL SEWER SERVICE CONNECTIONS SHALL HAVE THE SAME CONNECTION TYPES IN THE PRECAST MANHOLE BASE. ALL CORE HOLES INTO THIS STRUCTURAL PRECAST BASE SHALL BE COATED WITH AN APPROVED COATING MATERIAL. THE MANHOLE BOTTOM SHALL EXTEND OUTSIDE THE MANHOLE WALL A MINIMUM 6" WIDE ON 48" BASES, 7" WIDE ON 60" BASES, AND 8" WIDE ON 72" BASES. EXTENDED BOTTOM SHALL BE A MINIMUM OF 5" THICK. ALL PIPE CONNECTIONS SHALL BE IN COMPLIANCE WITH ASTM C923.

AutoCAD SHX Text

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PROVIDE 1' LENGTH OF FACTORY PRODUCED CLAY PIPE

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STANDARD LENGTH PIPE

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PROVIDE 2' LENGTH OF FACTORY PRODUCED EXTRA STRENGTH VITRIFIED CLAY PIPE

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DIAMETER PER PLAN

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AutoCAD SHX Text

FLOW

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OUTLET PIPE PER APPROVED PLANS

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UNDISTURBED NATIVE SOIL

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FLOW

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CLAY PIPE

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OTHER PIPE TYPES

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8" MIN.

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TRENCH FACE (TYP)

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FLOW

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IF NO SIDE SEWERS, FORM ONE CONTINUOUS CHANNEL

AutoCAD SHX Text CHANNEL TRANSITION SHALL BE CONSISTENT FROM INLET TO OUTLET OF MANHOLE TO FACILITATE SMOOTH TRANSITIONS AND ACCOMMODATE CORRESPONDING MANDREL.

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text A

AutoCAD SHX Text A

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%%UTYPICAL CHANNEL

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TOP OF SHELF TO TOP OF PIPE (MIN 2% SLOPE) NOT TO EXCEED 3"

AutoCAD SHX Text

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90° MIN ANGLE

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2"± RADIUS

90° MIN ANGLE

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CHANNEL, FORMED WITH PRECAST AND CAST IN PLACE BASE, (TYP).

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OUTLET PIPE PER APPROVED PLANS

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OUTLET PIPE PER APPROVED PLANS

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SEE DETAIL 7, ON THIS SHEET FOR NOTES

FLOW

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FLOW

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FLOW

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FLOW

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FLOW

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PROVIDE A ±12 INCHTANGENT AT ALL PIPE CONNECTIONS (TYP)

2"± RADIUS

10/1/2020 Property Inquiry parcelsearch.co.santa-cruz.az.us/RWDataMartPropertyInquiry/ParcelDetail.aspx?a=702ef59e-8938-49b4-a963-45cbf36bd277 1/1

Property Records Inquiry

Revise Search Print This Page

General Information 2021

Property Address Owner Name & Address

799 FRONTAGE RD

RIO RICO, 85648

Primary Owner

HARVEY FAMILY LIMITED PARTNERSHIP L L P

AN ARIZONA LIMITED LIABILITY CO

3190 N SILVER HILL

NOGALES, AZ 85621

100.00%

Legal Description

Subdivision: RIO RICO SOUTH INDUSTRIAL PARK Lot: Block: 1-2-3-34

Section: 12, Township: 23S, Range: 13E

Extended Legal: SUB RIO RICO SOUTH INDUSTRIAL PARK A PORTION OF LOTS 1, 2, 3, AND 34

Property Information

Parcel Number: 14001001A Account Number: R000040113

Tax District: 3502 Current Mill Levy: 0

Square Feet: 468,270.00 Total Acres: 10.75

Primary Use Description: 0033-VL-IND-RURAL-SUBDVD

Sales Information

Reception # Sale Price Deed Type SaleDate Grantor Grantee

20070004324 $550,000 WARRANTY DEED 03/29/2007 SWIFT TRANSPORTATION CO., INC. HARVEY FAMILY LIMITED

20040012220 $550,000 WARRANTY DEED 10/21/2004 GRANITE CONSTRUCTION COMPANY SWIFT TRANSPORTATION CO INC

Value Information Approach: Market

Abstract Code/Description Value Type Appraised Value Assessed Value Taxable Value

0112L Commercial / Real and Improvements Land $304,376 $54,788 $54,788

Totals: $304,376 $54,788 $54,788

Limited Property Value (LPV)

Abstract Code/Description Value Type LPV Actual LPV Assessed LPV Taxable Value

0112L Commercial / Real and Improvements Land $304,376 $54,788 $54,788

Totals: $304,376 $54,788 $54,788

Account Flags

Flag Type Flag Description Unit Count

Property Attributes & Descriptions

Attribute Attribute Description

Adjustment Topography

The Parcel has the following Exemptions:

A1 Physically Unchanged Vacant Land

<< Return to Results

PARCEL 140-01-001A EXHIBIT 2

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Document Identifier 2007-04324 Prev Doc Next Doc Book-Page

Recording Date-Time 03-29-2007 10:07:20 AM

Document Type WARRANTY DEED

Page Count 2

View Image Image not available

Description

Document Names 14001001A

HARVEY FAMILY

L1 RIO RICO SOUTH INDUSTRIAL PARK

L2 RIO RICO SOUTH INDUSTRIAL PARK

L3 RIO RICO SOUTH INDUSTRIAL PARK

L34 RIO RICO SOUTH INDUSTRIAL PARK

SWIFT TRANSPORTATION CO

Related Documents - Affected By

Reception# Document Type Relationship

2007-04324RP AFFIDAVIT OF

PROPERTY VALUE

Legal Lot Block Subdivision

1 RIO RICO SOUTH INDUSTRIAL PARK

2 RIO RICO SOUTH INDUSTRIAL PARK

3 RIO RICO SOUTH INDUSTRIAL PARK

34 RIO RICO SOUTH INDUSTRIAL PARK

Section Township Range

Parcel ID

140-01-001A

Street City

Recording Fees Fee Name Amount

Recording $5.00 Real Property Transfer $0.00 County Surch $4.00 Postage $1.00 State Surch $0.00 Assessor Surch $4.00

Total Fee $14.00

Document Content Questions: please contact the appropriate County Recorder's Office.

Web Site Questions: please send any questions or comments regarding this site to Support.

This web site and theCountyRecorderTM are the property of Saul's Creek Engineering, Inc., Colorado Springs CO.

$ 550,000.00

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PARCEL 140-01-001A EXHIBIT 2

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Document Identifier 2011-05188 Prev Doc Next Doc Book-Page

Recording Date-Time 07-22-2011 04:34:38 PM

Document Type WARRANTY DEED

Page Count 2

View Image Image not available

Description

Document Names 14001001A

HARVEY FAMILY LIMITED PARTNERSHIP

L1 RIO RICO SOUTH INDUSTRIAL PARK

PRODUCE EXCHANGE

Related Documents - Affected By

Reception# Document Type Relationship

2011-05188RP AFFIDAVIT OF

PROPERTY VALUE

Legal Lot Block Subdivision

1 RIO RICO SOUTH INDUSTRIAL PARK

Section Township Range

Parcel ID

140-01-001A

Street City

Recording Fees Fee Name Amount

Recording $5.00 Real Property Transfer $0.00 County Surch $4.00 Postage $1.00 State Surch $0.00 Assessor Surch $4.00

Total Fee $14.00

Document Content Questions: please contact the appropriate County Recorder's Office.

Web Site Questions: please send any questions or comments regarding this site to Support.

This web site and theCountyRecorderTM are the property of Saul's Creek Engineering, Inc., Colorado Springs CO.

SANTA CRUZ

07-22-2011 04:34 PM

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Santa Cruz County, AZ Recorder's Office

PARCEL 140-01-001A EXHIBIT 2

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N=162940.08 E=997040.68

HORIZONTAL

HORIZONTAL

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ID NUMBER APN NUMBER

APN NUMBERS TABLE

ID NUMBER APN NUMBER

149 105-07-006

243 112-43-001C

245 140-01-001A

247 140-01-005

249 140-01-006A

251 140-01-008

253 140-01-010

255 140-01-012A

257 140-01-012B

259 140-01-013

263 140-01-038B

LEGEND

PROPOSED CURED IN PLACE PIPE

PROPOSED BYPASS PIPE LINE

PROPOSED TRUNKLINE AND IOI

PIPE LINE EASEMENT

EXISTING STORM SEWER MAIN

EXISTING RAILROAD RIGHT OF WAY

EXISTING PARCEL LINE

EXISTING STORM MANHOLE

PL

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RR ROW

(SEE NOTE 3)

NOTES:

1. PARCEL DATA PROVIDED BY GEOGRAPHIC MAPPING APPLICATION

AND SANTA CRUZ COUNTY GIS. PARCEL BOUNDARIES ARE

APPROXIMATE. HORIZONTAL COORDINATES: NAD83.

2. THE AERIAL IMAGE MAY NOT REFLECT EXISTING CONDITIONS AND

IS SHOWN FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR

SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF

WITH THE PROJECT AREA.

3. USE ID NUMBERS SHOWN ON MAPS TO FIND CORRESPONDING

APN NUMBER IN TABLE. APN NUMBERS CAN BE ENTERED AT THE

FOLLOWING WEBSITE TO FIND PARCEL OWNERSHIP INFORMATION:

https://gis.santacruzcountyaz.gov/asr/index.html

NOTE THAT THE APN NUMBER MUST BE ENTERED INTO THE

WEBSITE WITHOUT ANY DASHES.

4. SEE SHEET I-GI-0002 FOR ABBREVIATIONS.

5. SEE SHEET I-GI-0003 FOR GENERAL NOTES.

PARCEL 140-01-001A EXHIBIT 3

Harvey Property 799 E. Frontage Rd.

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N O

. 4

U R

S C

O R

P O

R A

T

IO

N

E

A S

T W

E T

M O

R E

R O

A D

S

U

IT

E

T

U C

S O

N , A

Z

(5

7-

U .S

. I N

T E

R N

A T

IO

N

A L

B O

U N

D A

R Y

W

A T

E R

C O

M M

IS

S

IO

N

N O

G A

LE

S

, A Z

IB

M

D

S

LS

S

LS

T S

S

C H

A R

LE

S

P E

D R

I, P

.E

/3

0/

N O

T T

O S

C A

LE

I-GC-1002

G E

N E

R A

L A

R R

A N

G E

M E

N T

P

LA

N S

H E

E T

O

F

MH #96

MH #97

MH #97-A

MH #97-B

MH #98

255253

M A

T C

H L

IN

E

S T

A

UNION PACIFIC NOGALES BRANCH RR

WASTEWATER

TREATMENT

PLANT

RR ROW

RR ROW

MH #95

253251249

M A

T C

H L

IN

E

S T

A

UNION PACIFIC NOGALES BRANCH RR

RR ROW

M A

T C

H L

IN

E

S T

A

RR ROW

RR ROW

RR ROW

PHASE I PROJECT

END BYPASS PIPING

WWTP

POTRERO CREEK

POTRERO CREEK

POTRERO CREEK

POTRERO CREEK

MH #94

PHASE I PROJECT

END CIPP PIPING

CL MH # 99

STA 464+36.39

N=162940.08 E=997040.68

HORIZONTAL

HORIZONTAL

247245

ID NUMBER APN NUMBER

APN NUMBERS TABLE

ID NUMBER APN NUMBER

149 105-07-006

243 112-43-001C

245 140-01-001A

247 140-01-005

249 140-01-006A

251 140-01-008

253 140-01-010

255 140-01-012A

257 140-01-012B

259 140-01-013

263 140-01-038B

LEGEND

PROPOSED CURED IN PLACE PIPE

PROPOSED BYPASS PIPE LINE

PROPOSED TRUNKLINE AND IOI

PIPE LINE EASEMENT

EXISTING STORM SEWER MAIN

EXISTING RAILROAD RIGHT OF WAY

EXISTING PARCEL LINE

EXISTING STORM MANHOLE

PL

BYP

PLE

SSx

RR ROW

(SEE NOTE 3)

NOTES:

1. PARCEL DATA PROVIDED BY GEOGRAPHIC MAPPING APPLICATION

AND SANTA CRUZ COUNTY GIS. PARCEL BOUNDARIES ARE

APPROXIMATE. HORIZONTAL COORDINATES: NAD83.

2. THE AERIAL IMAGE MAY NOT REFLECT EXISTING CONDITIONS AND

IS SHOWN FOR INFORMATION…