USIBWC TCE Parcel 102-01-038_Delta_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

Dino Pinouspoulous P.O. Box 1172 Nogales, AZ 85628

PROPERTY ADDRESS: 2050 N. Smokey LN, Nogales, Arizona 85621

PARCEL NUMBER: 102-01-038

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 Delta Properties 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 2050 N.

Smokey LN, Nogales, Arizona 85621 ("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 102-01-038.

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:

Dino Pinouspoulous at (520) 281-1988, dinonogales@yahoo.com and, if in writing, to:

Delta Properties LLP Dino Pinouspoulous P.O. Box 1172 Nogales, AZ 85628

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 14:50:29 -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

333 EAST WETMORE ROAD,

SUITE 400, TUCSON, AZ 85705

(520) 887-1800

PROJECT NET LENGTH : 1.56 MI

U.S. INTERNATIONAL BOUNDARY AND

WATER COMMISSION

NOGALES, AZ

WASTEWATER

TREATMENT

PLANT

C o n t r

N o

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III-GI-0001

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PROJECT LOCATION MAP

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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 III PROJECT

END CIPP PIPING

CL MH #51

STA 198+73.10

N = 139123.56

E = 1004918.40

PHASE III PROJECT

BEGIN CIPP PIPING

CL MH #37

STA 112+39.39

N = 131838.51

E = 1008203.91

PHASE III

ARIZONA

SANTA CRUZ

COUNTY

NOGALES

UNITED STATES INTERNATIONAL

BOUNDARY AND WATER COMMISSION

REHABILITATION IMPROVEMENTS

TRUNKLINE AND INTERNATIONAL OUTFALL INTERCEPTOR

SANTA CRUZ COUNTY, AZ

PHASE III

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STA 81+46

Solicitation No. 191BWC21R0002

PARCEL 102-01-038 EXHIBIT 1

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REQUIRED MANHOLE REHABILITATION TABLE

MH NUMBER STATION RIM ELEVATION INVERT ELEVATION

PIPE DIAMETER

(INCHES)

MANHOLE

DEPTH (FEET)

PROTECTIVE

LINER

SYSTEM

HYDRAULIC

WATER PLUG

CARBON

FIBER

COMPOSITE

RAISE

MANHOLE

TO GRADE

APPLICABLE

DETAILS

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

REQUIRED MANHOLE REHABILITATION

X39 123+16.64 3762.98 3751.02 30 11.96

X

X8.70

X

X9.08

X

X8.12

X9.35

X9.97

11.37

X

8.75

X

9.64

X

10.33

X11.34

X

X13.05

X11.77

X

X10.46

X

X10.12

X7.10

X7.13

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X

X

X

X

40 131+81.48

41 133+21.27

42 137+06.54

43 137+99.61

44 142+00.78

44-A1 144+42.45

44-A 147+91.14

44-B 149+91.66

44-C 151+46.69

45 154+65.58

46 156+66.70

47 160+21.73

48 172+68.63

49 175+62.00

50 189+72.02

51 198+73.10

3753.33 3744.63

3752.69 3743.61

3749.20 3741.08

3749.64 3740.29

3747.70 3737.73

3747.19 3735.82

3742.40 3733.65

3741.86 3732.22

3741.51 3731.18

3739.95 3728.61

3740.63 3727.58

3736.86 3725.09

3727.01 3716.55

3724.87 3714.75

3712.00 3704.90

3705.94 3698.81

MANHOLE

DIAMETER

(FEET)

1,2,3

X

X

X38 116+35.83 3769.21 3755.41 30 13.80

X

IOI MANHOLE

CONNECTING LATERAL

LATERAL DIAMETER

(INCHES)

ESTIMATED LENGTH ALONG LATERAL TO NEXT

UPSTREAM MANHOLE (FEET) /

STATUS OF DIRECT LATERAL

UNKNOWN

ESTIMATED AVERAGE FLOW

(GPM)

UNKNOWN

UNKNOWN

UNKNOWN

LATERAL INFORMATION TABLE

41 UNKNOWN

44A1 UNKNOWN

44A UNKNOWN

44A UNKNOWN

44A UNKNOWN

44B UNKNOWN

44C UNKNOWN

44C UNKNOWN

45 NO NAME UNKNOWN

46 MARIPOSA UNKNOWN

46 NO NAME UNKNOWN

NOTES:

1. SEE DRAWINGS III-CU-2012 THRU III-CU-2020 FOR PLAN AND PROFILES.

2. SEE DRAWINGS III-CU-3001 AND III-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 FLOWS FROM THE

LATERALS LISTED IN THE LATERAL INFORMATION TABLE ON THIS DRAWING.

7. CONTRACTOR SHALL TRIM ALL PROTRUSIONS FROM LATERALS DIRECTLY

CONNECTED TO THE IOI AND THE TRUNKLINE BEFORE INSTALLATION OF CIPP

47 BAFFERT

NO NAME

NO NAME

NO NAME

NO NAME

NO NAME

NO NAME

NO NAME

NO NAME

SONORA

NO NAME

NO NAME

NO NAME

NO NAME

NO NAME

NO NAME

UNKNOWN

UNKNOWN

UNKNOWN

UNKNOWN

UNKNOWN

12.2 LF

DOWNSTREAM

OF MH 39

UNKNOWN

NO NAME

150' (LATERAL NOT FOUND)

1,2,3

155.5 LF

DOWNSTREAM

OF MH 39

UNKNOWN

NO NAME

8 TO BE REROUTED TO MH 39 OR 40 BY OTHERS

37A 113+55.00 3773.40 3757.10 30 16.30 4

NEW MANHOLE NO

REHABILITATION REQUIRED

PARCEL 102-01-038 EXHIBIT 1

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PARKING LOT

N SMOKEY LN

PARKING LOT

SOIL BORING B-9

50' PIPE LINE EASEMENT

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EXISTING 401.2 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 241.7 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 155.0 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 200.5 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 348.7 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

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EAST CALLE SONORA RD

CROSSING (SEE NOTE 1)

POTENTIAL BYPASS

PIPING ALIGNMENT

(SEE NOTE 2)

S

CL MH 44

STA = 142+00.78

N=134725.01

E=1008162.39

RIM: 3747.70

30" DIA. RCP PIPE

INV. EL.3737.73

(SEE NOTE 4)

S

CL MH 44-A1

STA = 144+42.45

N=134961.90

E=1008114.54

RIM: 3747.19

30" DIA. RCP PIPE, INV. EL.3735.82

8" DIA. DI PIPE, INV. EL.3739.58

(SEE NOTE 4)

S

CL MH 44-A

SSTA = 147+91.14

N=135303.46

E=1008044.36

RIM: 3742.40

30" DIA. RCP PIPE, INV. EL.3733.65

8" DIA. PVC PIPE, SE. INV. EL.3735.63

8" DIA. DI PIPE, NE. INV. EL.3736.76

8" DIA. PIPE, N. INV. EL.3737.05

(SEE NOTE 4)

S

CL MH 44-B

STA = 149+91.66

N=135499.88

E=1008004.09

RIM: 3741.86

30" DIA. RCP PIPE, INV. EL.3732.22

8" DIA. DI PIPE, E. INV. EL.3734.88

(SEE NOTE 4)

S

CL MH-44C

STA = 151+46.69

N=135651.54

E=1007971.94

RIM: 3741.51

30" DIA. RCP PIPE, INV. EL.3731.18

6" DIA. PIPE, NE. INV. EL.3733.77

6" DIA. PIPE, E. INV. EL.3734.01

(SEE NOTE 4)

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30" R C

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30" INV. EL.3731.18

30" INV. EL.3732.22

30" INV. EL.3733.65

30" INV. EL.3735.82

30" INV. EL.3737.73

EXISTING GROUND

8" INV. EL.3739.58

8" INV. EL.3735.63

8" INV. EL.3736.76

6" INV. EL.3733.77

6" INV. EL. 3734.01

8" INV. EL.3734.88

8" INV. EL.3737.05

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

M H

N

O A

S T

A

R

C

L

N

O R

A

PLAN

STA. 141+00.00 TO STA. 152+00.00

PROFILE

STA. 141+00.00 TO STA. 152+00.00

P L

O

F I L

E S

S T

A

T

O

S

T A

III-CU-2015

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

M A

T C

H

L I N

E

A

T

S

T A

T I O

N

M

A

T

A

T

I

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n

D a t e

A c t i o n

S o l i c i t a t i o n

N o

C o n t r a c t

N o

R e v

Sheet

Reference

Number:

F i l e

N a m e

P l o t

D a t e

P l o t

S c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R i b w c I B g i n e e r i n g

S e r v i c e s T a s k

O r d e r

I B

M

T

N o g a l e s

I O

I

D r a w i n g s P h a s i i g n P l a n

S h e e t s

C

F S

H E

E T

S I B

M

T

I I I C

U d o t t e d

W e d n e s d a y

M a y

P

M

T r a c k i n g

N o

I B

M T

I I I C

U d w g

P R

O J E

U R

S

C

O R

P O

R A

T I O

N

E

A S

T

W

E T

M O

A

D

S U

I T

E

C

S O

N

A

Z

U S

I N

T E

R N

A T

I O

N A

L

B

O U

N D

A R

Y

W A

T E

R

C

O M

M I S

S I O

N

N O

G A

L E

S

A

Z

S L

S

S L

S

T S

S

C H

A R

L E

S

P

E D

R I

P

E

T

E D

R E

H A

B I L

I T

A T

I O

N

I M

P R

O V

E M

E N

T S

T R

U N

K L

I N

E

A

T E

R N

A T

I O

N A

L

O

U T

F A

L L

I N

T E

R C

E P

T O

R

S

A N

U

Z

C

O U

N T

Y

A

Z

P H

A S

E

I I I

PHASE III (CONT.)

NOTES:

1. CONTRACTOR SHALL INSTALL BYPASS PIPING BENEATH

E. CALLE SONORA IN ACCORDANCE WITH CITY OF NOGALES

REQUIREMENTS.

2. CONTRACTOR SHALL CONDUCT ALL WORK WITH IN

N. SMOKEY LANE ROW IN ACCORDANCE WITH CITY OF NOGALES

REQUIREMENTS.

PHASE III (CONT.)

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

3. SEE SPECIFICATION SECTION 46.04.00 FOR CURED-IN-PLACE PIPE

(CIPP) REQUIREMENTS.

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

5. SEE SHEET III-GI-0002 FOR LEGEND AND ABBREVIATIONS.

6. SEE SHEET III-GI-0003 FOR GENERAL NOTES.

PARCEL 102-01-038 EXHIBIT 1

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WALL

AutoCAD SHX Text

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S

S x

S

S x

S

S x

S

S x

S

S x S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

I

P

C

I

P

C

I

P

C

S

S

S

W

P

B

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

E x

E

E xE x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

P

A

V

A

D

I

C

K

P

A

R

K

I

T

P

A

R

K

I

T

E

B

A F

F E

SOIL BORING B-10

Y

50' PIPE LINE EASEMENT

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

P

L

E

EXISTING 201.1 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 355.0 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 1246.9 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 318.9 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B Y

P

B Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

B

Y

P

EAST BAFFERT DR

CROSSING (SEE NOTE 1)

POTENTIAL BYPASS

PIPING ALIGNMENT

S

CL MH 45

STA = 154+65.58

N=135963.56

E=1007906.08

RIM: 3739.95

30" DIA. RCP PIPE, INV. EL.3728.61

6" DIA. CLAY PIPE, SE. INV. EL.3731.93

(SEE NOTE 3)

S

CL MH 46

STA = 156+66.70

N=136117.22

E=1007776.31

RIM: 3740.63

30" DIA. RCP PIPE, INV. EL.3727.58

4" DIA. PIPE DROP, NE. INV. EL.3735.15

21" DIA. PIPE, INV. EL. UNKNOWN

(SEE NOTE 3)

S

S

CL MH 47

STA = 160+21.73

N=136457.94

E=1007676.56

RIM: 3736.86

30" DIA. RCP PIPE, INV. EL.3725.09

12" DIA. PVC PIPE, INV. EL.3727.14

(SEE NOTE 3)

P

A V

E D

S S x

S

S x

S S x

S

S x

M

A

T

A

T

I

M

A

T

A

T

I

152+00

153+00

154+00

155+00

156+00

157+00

158+00

159+00

160+00

161+00

162+00

163+00

M H

N

O

S T

A

R

M H

N

O

S T

A

R

M H

N

O

S T

A

R

30" R C

P P

IP

E

S

0.0081

30" R C

P P

IP

E

S

0.0051

30" R C

P P

IP

E

S

0.0070

30" R C

P P

IP

E

S

0.0068

30" INV. EL.3725.09

30" INV. EL.3727.58

30" INV. EL.3728.61

EXISTING GROUND

8" INV. EL.3731.93

4" INV. EL.3735.15

12" INV. EL.3727.14

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

E BAFFERT

DRIVE

(PAVED)

21" INV. EL. UNKNOWN

PLAN

STA. 152+00.00 TO STA. 163+00.00

PROFILE

STA. 152+00.00 TO STA. 163+00.00

P L

O

F I L

E S

S T

A

T

O

S

T A

III-CU-2016

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

M

A

T

A

T

I

M

A

T

A

T

I

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n

D a t e

A c t i o n

S o l i c i t a t i o n

N o

C o n t r a c t

N o

R e v

Sheet

Reference

Number:

F i l e

N a m e

P l o t

D a t e

P l o t

S c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R i b w c I B g i n e e r i n g

S e r v i c e s T a s k

O r d e r

I B

M

T

N o g a l e s

I O

I

D r a w i n g s P h a s i i g n P l a n

S h e e t s

C

F S

H E

E T

S I B

M

T

I I I C

U d o t t e d

W e d n e s d a y

M a y

P

M

T r a c k i n g

N o

I B

M T

I I I C

U d w g

P R

O J E

U R

S

C

O R

P O

R A

T I O

N

E

A S

T

W

E T

M O

A

D

S U

I T

E

C

S O

N

A

Z

U S

I N

T E

R N

A T

I O

N A

L

B

O U

N D

A R

Y

W A

T E

R

C

O M

M I S

S I O

N

N O

G A

L E

S

A

Z

S L

S

S L

S

T S

S

C H

A R

L E

S

P

E D

R I

P

E

T

E D

R E

H A

B I L

I T

A T

I O

N

I M

P R

O V

E M

E N

T S

T R

U N

K L

I N

E

A

T E

R N

A T

I O

N A

L

O

U T

F A

L L

I N

T E

R C

E P

T O

R

S

A N

U

Z

C

O U

N T

Y

A

Z

P H

A S

E

I I I

C L U

N

IO

N P

A C

IF

IC

N O

G A

L E

S B

R A

N C

H (2

' R

.O .W

R

O

W

PHASE III (CONT.)

NOTES:

1. CONTRACTOR SHALL INSTALL BYPASS PIPING

BENEATH BAFFERT DRIVE IN ACCORDANCE WITH

CITY OF NOGALES REQUIREMENTS.

2. SEE SPECIFICATION SECTION 46.04.00 FOR

CURED-IN-PLACE PIPE (CIPP) REQUIREMENTS.

R .R

R

.O .W

PHASE III (CONT.)

3. SEE DETAIL 2, SHEET III-CU-3001 FOR MANHOLE

REHABILITATION.

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

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

PARCEL 102-01-038 EXHIBIT 1

AutoCAD SHX Text

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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 III-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

M

A X

S

T

E S

M

I N

M

I N

GROUT INTERIOR

SURFACE OF

ADJUSTMENT

RINGS

CONTINUOUS

V A

R I E

S

PROTECT STEPS IN-PLACE

REHABILITATE ALL INTERIOR CONCRETE SURFACES

(INCLUDING INTERIOR OF CONCRETE MANHOLE TOP)

WITH EITHER PROTECTIVE LINING SYSTEM OR

CARBON FIBER COMPOSITE SYSTEM

NOTES:

1. SEE SHEET III-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 DRAWING III-CU-3002, DETAIL 5.

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 III-GI-0004.

8. SEE DETAIL 5, SHEET III-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 SHALL (SPECIFICATION 46.06.00) BE COMPLETED AFTER THE INSTALLATION OF THE CIPP.

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

11. SEE SHEET III-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 III-CU-3002.

D r a

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

D e s c r i p t i o n

D a t e

A c t i o n

S o l i c i t a t i o n

N o

C o n t r a c t

N o

R e v

Sheet

Reference

Number:

F i l e

N a m e

P l o t

D a t e

P l o t

S c a l e

S y m b o l

L A

G E

P r o j e c t s I N

F R i b w c I B g i n e e r i n g

S e r v i c e s T a s k

O r d e r

I B

M

T

N o g a l e s

I O

I

D r a w i n g s P h a s i i g n P l a n

S h e e t s

C

F S

H E

E T

S I B

M

T

I I I C

U d o t t e d

W e d n e s d a y

M a y

P

M

T r a c k i n g

N o

I B

M T

I I I C

U d w g

P R

O J E

U R

S

C

O R

P O

R A

T I O

N

E

A S

T

W

E T

M O

A

D

S U

I T

E

C

S O

N

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U S

I N

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A T

I O

N A

L

B

O U

N D

A R

Y

W A

T E

R

C

O M

M I S

S I O

N

N O

G A

L E

S

A

Z

S L

S

S L

S

T S

S

C H

A R

L E

S

P

E D

R I

P

E

T

E D

R E

H A

B I L

I T

A T

I O

N

I M

P R

O V

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E N

T S

T R

U N

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I N

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A

T E

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A T

I O

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U T

F A

L L

I N

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E

I I I

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III-CU-3001

M A

N H

O L

E

R

E H

A B

I L

I T

A T

I O

N

D

E T

A I L

S

S H

E E

MANHOLE SURFACES TO RECEIVE REHABILITATION

DETAIL

NOT TO SCALE

DETAIL

NOT TO SCALE

STD. MANHOLE OUTSIDE FLOODWAY

MANHOLE 33 TO 93

STD. MANHOLE OUTSIDE FLOODWAY

MANHOLE 94 TO 99

PARCEL 102-01-038 EXHIBIT 1

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D e s i g n e d b y

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N o

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Reference

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C

F S

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U d w g

P R

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24" CAST IRON WATERTIGHT

MANHOLE FRAME AND COVER

424-1 ENGLISH

STANDARD DETAIL

424-1

XX

XX

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IN

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CLASS 35B

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AASHTO M

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USA

CLASS 35B

AASHTO M306

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NC

AG

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U T I L I T Y T Y PE

33 3/4"

INITIAL BACKFILL

FOUNDATION

SAWCUT

SEE NOTE 2.

SELECT

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MATERIAL

SPRINGLINE

BEDDING

HAUNCHING

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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 III-GI-0002 FOR LEGEND AND ABBREVIATIONS.

2. SEE SHEET III-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

AGGREGATE

BASE COURSE

EXISTING

MANHOLE

NOTE:

1. CONTRACTOR SHALL LEAVE A MINIMUM OF 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.

EXISTING LATERAL

(SEE NOTE 2)

PARCEL 102-01-038 EXHIBIT 1

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DETAIL NO.

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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

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AutoCAD SHX Text 22 3/4"

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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"

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AutoCAD SHX Text 26 3/8"

AutoCAD SHX Text 27 13/16"

AutoCAD SHX Text 1 3/16"

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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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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AutoCAD SHX Text 1/4"

AutoCAD SHX Text 9/16"

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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

a

D e s i g n e d b y

R e v i e w e d b y

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III-CU-3003

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NOTES:

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

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

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

NOT TO SCALE

DETAIL

NOT TO SCALE

PARCEL 102-01-038 EXHIBIT 1

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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, SHEET III-CU-3001 FOR FINAL SEE DETAIL 1, SHEET III-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, THIS SHEET. FOR PRECAST BASE SEE DETAIL 7, 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" OR 30" FRAME & COVER PER DETAIL 3, SHEET III-CU-3002 (TYP)

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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

AutoCAD SHX Text

FLAT REINFORCED CONC. TOP

AutoCAD SHX Text

FINISH GRADE (TYP)

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

AutoCAD SHX Text

CEMENT MORTAR

AutoCAD SHX Text

3,000 PSI CONCRETE BASE

AutoCAD SHX Text

30" MIN. 36" MAX.

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

24" MAX.

AutoCAD SHX Text

30"DIA MIN.

AutoCAD SHX Text NOTES: PRECAST, MANUFACTURER SHALL BE AN NATIONAL PRECAST CONCRETE ASSOCIATION (NPCA) CERTIFIED PLANT. ENTIRE PRECAST BASE SHALL BE ENTIRE PRECAST BASE SHALL BE MANUFACTURED AT THE PLANT PER ASTM C478. 3000 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. 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.

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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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FLOW

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OUTLET PIPE PER APPROVED PLANS

AutoCAD SHX Text

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.

AutoCAD SHX Text

TRENCH FACE (TYP)

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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90° MIN ANGLE

AutoCAD SHX Text

2"± RADIUS

90° MIN ANGLE

AutoCAD SHX Text

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

AutoCAD SHX Text

OUTLET PIPE PER APPROVED PLANS

AutoCAD SHX Text

OUTLET PIPE PER APPROVED PLANS

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SEE DETAIL 7, THIS SHEET FOR NOTES

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

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=6fbcd981-d098-4029-a086-82bbb7d1717c 1/3

Property Records Inquiry

Revise Search Print This Page

General Information 2021

Property Address Owner Name & Address

2050 SMOKEY LANE

NOGALES, 85621

Primary Owner

DELTA PROPERTIES L L P

ARIZONA LIMITED LIABILITY PARTNERSHIP

P O BOX 1806

NOGALES, AZ 85628

100.00%

Legal Description

Subdivision: Lot: Block:

Section: 5, Township: 24S, Range: 14E

Extended Legal: A PORTION OF LAND IN THE NE4 SE4 OF SECTION 5 T24S R14E

Property Information

Parcel Number: 10201038 Account Number: R000002627

Tax District: 0150 Current Mill Levy: 0

Square Feet: 410,770.80 Total Acres: 9.43

Primary Use Description: 3020-MANUF,DUR/NONDUR GDS

Sales Information

Reception # Sale Price Deed Type SaleDate Grantor Grantee

20010002292 $500,000 WARRANTY DEED 03/21/2001 EDUARDO DE LA VEGA CONSTANTINO PANOUSOPOULOS

19900006465 $1,025,000 WARRANTY DEED 08/10/1990 KALIROY PRODUCE INC. CONSTANTINO PANOSOUPOULOS, ETAL.

19900002214 $1,025,000 WARRANTY DEED 03/14/1990 IRVINE INDUSTRIES, INC. AZ. CORP. KALIROY PRODUCE, INC.,AZ. CORP.

Value Information Approach: Cost

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

0112I Commercial / Real and Improvements Improvement $3,293,473 $592,825 $592,825

0112L Commercial / Real and Improvements Land $143,770 $25,879 $25,879

Totals: $3,437,243 $618,704 $618,704

Limited Property Value (LPV)

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

0112I Commercial / Real and Improvements Improvement $659,447 $118,700 $118,700

0112L Commercial / Real and Improvements Land $28,787 $5,182 $5,182

Totals: $688,234 $123,882 $123,882

Account Flags

Flag Type Flag Description Unit Count

Property Attributes & Descriptions

Attribute Attribute Description

The Parcel has the following Exemptions:

A2 Physically Unchanged Improvement

Building ID 1.00 Occupancy Description Distribution Warehouse Rooms 0

Built As Distribution Warehouse Bedrooms 0

Exterior Baths 0

HVAC Package Unit Year Built 1971

PARCEL 102-01-038 EXHIBIT 2

http://parcelsearch.co.santa-cruz.az.us/RWDataMartPropertyInquiry/Inquiry.aspx http://parcelsearch.co.santa-cruz.az.us/RWDataMartPropertyInquiry/Inquiry.aspx javascript:window.print() http://parcelsearch.co.santa-cruz.az.us/RWDataMartPropertyInquiry/PhotoViewer.aspx?ViewType=full&i=8fd96bc1-5875-4625-b737-39cc2a757e22 parcelsearch.co.santa-cruz.az.us/RWDataMartPropertyInquiry/ParcelDetail.aspx?a=6fbcd981-d098-4029-a086-82bbb7d1717c 2/3

[BuildingImage]

Detail Type Detail Description Units

Add On Dock Bumpers, Vertical - DBV 6.0000

Add On Canopy, Steel Frame Posts/Beams - QZD 411.0000

Add On Exterior Concrete Stairway - NDA 21.0000

Mezzanine Office 13806.0000

Add On DOCK HEIGHT FLOORS - DOF 46922.0000

Add On Dock Bumpers, Horiz - DBU 6.0000

Add On DOCK LEVELERS, HYDRAULIC - DBX 15.0000

Building ID 2.00 Occupancy Description Storage Warehouse Rooms 0

Built As Storage Warehouse Bedrooms 0

Exterior Baths 0

HVAC None Year Built 1981

[BuildingImage]

Detail Type Detail Description Units

Add On Docking Levelers, Edge of dock - DBY 3.0000

Add On Loading Well, Single - DLX 1.0000

Add On DOCK HEIGHT FLOORS - DOF 27752.0000

Add On Loading Well, Addl Sp - DLY 2.0000

Building ID 3.00 Occupancy Description Office Building Rooms 0

Built As Office Building Bedrooms 0

Exterior Baths 0

HVAC Heat Pump Individual Unit Year Built 1987

[BuildingImage]

Detail Type Detail Description Units

Add On Exterior Concrete Stairway - NDA 5.0000

Building ID 4.00 Occupancy Description Commercial Yard Improvements Rooms 0

Built As Commercial Yard Improvements Bedrooms 0

Exterior Baths 0

HVAC None Year Built 1971

[BuildingImage]

Detail Type Detail Description Units

Add On FLAG POLE - FLP 3.0000

Add On INCANDESCENT LIGHTING - LE 10.0000

Add On CURBING, CONCRETE - PCC 519.0000

Add On PAVING, ASPHALT - PAS 17450.0000

Add On CONCRETE BLOCK WALL - WAC 672.0000

Add On PAVING, CONCRETE - PCO 26355.0000

Building ID 5.00 Occupancy Description Distribution Warehouse Rooms 0

Built As Distribution Warehouse Bedrooms 0

Exterior Baths 0

HVAC Evaporative Cooling Year Built 1992

[BuildingImage]

PARCEL 102-01-038 EXHIBIT 2

parcelsearch.co.santa-cruz.az.us/RWDataMartPropertyInquiry/ParcelDetail.aspx?a=6fbcd981-d098-4029-a086-82bbb7d1717c 3/3

Detail Type Detail Description Units

Add On PAVING, CONCRETE - PCO 235.0000

Add On DOCK HEIGHT FLOORS - DOF 48221.0000

Building ID 6.00 Occupancy Description Distribution Warehouse Rooms 0

Built As Distribution Warehouse Bedrooms 0

Exterior Baths 0

HVAC Evaporative Cooling Year Built 1972

[BuildingImage]

Detail Type Detail Description Units

Basement Storage 377.0000

Add On DOCK HEIGHT FLOORS - DOF 54255.0000

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PARCEL 102-01-038 EXHIBIT 2

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Document Identifier 2015-05587 Prev Doc Next Doc Book-Page

Recording Date-Time 09-30-2015 08:47:50 AM

Document Type DEED OF TRUST

Page Count 21

View Image Image not available

Description

Document Names 10201038

2050 N SMOKEY LN

DELTA PROPERTIES

S05 T24 R14

WELLS FARGO

WELLS FARGO BANK

Related Documents Reception# Document Type Relationship

Legal Lot Block Subdivision

Section Township Range

05 24S 14E

Parcel ID

102-01-038

Street City

2050 N SMOKEY LN NOGALES

Recording Fees Fee Name Amount

Recording $21.00 Real Property Transfer $0.00 County Surch $4.00 Postage $0.00 State Surch $0.00

Total Fee $25.00

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

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Santa Cruz County, AZ Recorder's Office

PARCEL 102-01-038 EXHIBIT 2

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PHASE III PROJECT

BEGIN CIPP PIPING

CL MH # 37

STA 112+39.39

N=131838.51 E=1008203.91

PHASE III PROJECT

BEGIN BYPASS PIPING

CL MH # 36A

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N GRAND AVE

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MH #34

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LEGEND

PROPOSED CURED IN PLACE PIPE

PROPOSED BYPASS PIPE LINE

PROPOSED TRUNKLINE AND IOI

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EXISTING STORM SEWER MAIN

EXISTING RAILROAD RIGHT OF WAY

EXISTING PARCEL LINE

EXISTING STORM MANHOLE

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RR ROW

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 III-GI-0002 FOR ABBREVIATIONS.

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

ID NUMBER APN NUMBER

APN NUMBERS TABLE

102-01-015A

102-01-015B

102-01-210A

(SEE NOTE 3)

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