Attachment 02. 191BWC22R0005 Phase V Drawings_20220309.pdf

PDF 14 MB Posted Apr 21, 2022

Attached to: Nogales IOI Rehabilitation Phase 4 & 5
Solicitation number: 191BWC22R0005
Issued by: International Boundary and Water Commission U.S.-Mexico

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Other files

File	Type	Posted
191BWC22R0005 Amendment A00004.pdf	PDF	Jun 16, 2022
191BWC22R0005_Solicitation_Revised_A00002_draft.pdf	PDF	Jun 14, 2022
191BWC22R0005 Amendment A00003.pdf	PDF	Jun 14, 2022
CON_PenaBlancaHighlandsSouthOffsite_as builts.pdf	PDF	Jun 14, 2022
191BWC22R0005_IOI_Rehab_PH45_Specs_20220602.pdf	PDF	Jun 3, 2022
CityofNogales_20200924_Pena Blanca Outfall Sewer As-Built.pdf	PDF	Jun 3, 2022
191BWC22R0005_Solicitation_Revised_A00002.pdf	PDF	Jun 3, 2022
Responses_to_Additional_Questions_Received_Against_191BWC22R0005.pdf	PDF	Jun 3, 2022
NIOI Hydrographs_20220524.pdf	PDF	Jun 3, 2022
City of Nogales Flow Information Lift Station.pdf	PDF	Jun 3, 2022
191BWC22R0005 Amendment A00002.pdf	PDF	Jun 3, 2022
191BWC22R0005_Solicitation_Revised_A00001.pdf	PDF	May 18, 2022
IOI PH4-5 _Pre-Proposal Agenda_Final.pdf	PDF	May 18, 2022
191BWC22R0005 A00001.pdf	PDF	May 18, 2022
191BWC22R0005_IOI_Rehab_PH4-5_Specs_20220517.pdf	PDF	May 18, 2022
IOI PH4-5_Pre-Proposal Sign-In.pdf	PDF	May 18, 2022
Responses to Questions Received Against 191BWC22R0005.pdf	PDF	May 18, 2022
Attachment 11. Nogales International Outfall Pipe Survey_20150423.pdf	PDF	Apr 21, 2022
Attachment 09. NIWTP Flow Reports_Jan-Dec2020.pdf	PDF	Apr 21, 2022
Attachment 13. Nogales Intl Sanitation Project Construction Report_1969-1972.pdf	PDF	Apr 21, 2022
Attachment 19. 'IBWC Form 110.pdf	PDF	Apr 21, 2022
Attachment 04. RFP Client Authorization Letter.docx	DOCX document	Apr 21, 2022
Attachment 08. NIWTP & IOI EA and FONSI_1999.pdf	PDF	Apr 21, 2022
Attachment 12. B&C Evaluation of IOI Report_200503.pdf	PDF	Apr 21, 2022
Attachment 20. IBWC Form 116.pdf	PDF	Apr 21, 2022
Attachment 21. IBWC Form 117.pdf	PDF	Apr 21, 2022
Attachment 06. IOI Rehab Design Report woE_20180411.pdf	PDF	Apr 21, 2022
Attachment 07. IOI Rehab Geotechnical Report_20150121.pdf	PDF	Apr 21, 2022
Attachment 18. UPRR Requirements & Guidelines.pdf	PDF	Apr 21, 2022
Attachment 05. RFP Past Performance Questionnaire.pdf	PDF	Apr 21, 2022
Attachment 16. NADB IOI Direct Laterals Design.pdf	PDF	Apr 21, 2022
Attachment 03. 191BWC22R0005 IOI Rehab PH 4&5 20220419.pdf	PDF	Apr 21, 2022
Attachment 14. Nogales International Sanitation Project As-Builts_19710501.pdf	PDF	Apr 21, 2022
Attachment 10. NIWTP Flow Reports_Jan-Dec2021.pdf	PDF	Apr 21, 2022
191BWC22R0005 Nogales IOI Phases 4 and 5.pdf	PDF	Apr 21, 2022
Attachment 01. 191BWC22R0005 Phase IV Drawings_20220309.pdf	PDF	Apr 21, 2022
Attachment 17. UPRR IOI MCL Folder03060-53.pdf	PDF	Apr 21, 2022

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COCHISE

LOCATION OF WORK

PIMA

GRAHAMPINAL

SANTA

CRUZ

GILA

G R

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 : 1.88 MI

U.S. INTERNATIONAL BOUNDARY AND

WATER COMMISSION

NOGALES, AZ

WASTEWATER

TREATMENT

PLANT

C on tr.

N o.

V-GI-0001

PROJECT VICINITY MAP PROJECT LOCATION MAP

G E\

Pr oj ec ts

\IN

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NOGALES

OLD TUCSON RD

N MARIPOSA RD

N GRAND AVE

W M

IPO

SA R

CERRADO SANCHEZ

KIPPER ST

OLD

RUBY RD

E PATAG

IA H

W Y

TUCSON-NOGALES-HWY

N GRAND AVE

S R

ER R

PASEO GUEBABI

N INDUSTRIAL PARK DR

N FRANK REED RD

BLVD DEL REY DAVID

UNION PACIFIC R.R.

U N

R N

B O

U N

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 V PROJECT

BEGIN CIPP PIPING

CL MH # 66

STA 279+38.27

N = 145330.14

E = 1000636.81

PHASE V PROJECT

END CIPP PIPING

CL MH # 85

STA 378+81.89

N = 154964.51 E = 999076.89

PHASE V

UNITED STATES INTERNATIONAL

BOUNDARY AND WATER COMMISSION

REHABILITATION IMPROVEMENTS

TRUNKLINE AND INTERNATIONAL OUTFALL INTERCEPTOR

SANTA CRUZ COUNTY, AZ

PHASE V

ARIZONA

SANTA CRUZ

COUNTY

STA 81+46

NOGALES

TRUNKLINE IOI SANTA CRUZCITY OF

NOGALES COUNTY

Solicitation No. 191BWC22R0005

27291-000-00

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V-GI-0001

DRAWING INDEX

SHEET NO. DESCRIPTION

COVER SHEET

V-GI-0002 DRAWING INDEX, LEGEND AND ABBREVIATIONS

V-GI-0003 GENERAL NOTES

V-GI-0004 REQUIRED MANHOLE REHABILITATION

V-CU-2000 KEY PLAN SHEET 1 OF 2

V-CU-2001 KEY PLAN SHEET 2 OF 2

V-CU-2026 PLAN AND PROFILE STA. 262+00 TO STA. 273+00

V-CU-2027 PLAN AND PROFILE STA. 273+00 TO STA. 284+00

V-CU-2028 PLAN AND PROFILE STA. 284+00 TO STA. 295+00

V-CU-2029 PLAN AND PROFILE STA. 295+00 TO STA. 306+00

V-CU-2030 PLAN AND PROFILE STA. 306+00 TO STA. 317+00

V-CU-2031 PLAN AND PROFILE STA. 317+00 TO STA. 328+00

V-CU-2032 PLAN AND PROFILE STA. 328+00 TO STA. 339+00

V-CU-2033 PLAN AND PROFILE STA. 339+00 TO STA. 350+00

V-CU-2034 PLAN AND PROFILE STA. 350+00 TO STA. 361+00

V-CU-3001 MANHOLE REHABILITATION DETAILS SHEET 1 OF 2

V-CU-3002 MANHOLE REHABILITATION DETAILS SHEET 2 OF 2

V-CU-2035 PLAN AND PROFILE STA. 361+00 TO STA. 372+00

V-CU-2036 PLAN AND PROFILE STA. 372+00 TO STA. 383+00

SURVEY NOTES

SURVEY DATA COLLECTED USING A COMBINATION OF MOBILE LIDAR,

REFLECTORLESS TOTAL STATION, STATIC AND RTK GPS.

HORIZONTAL AND VERTICAL CONTROLS BASED ON THE SANTA CRUZ

COUNTY GIS DATUM SURVEY 2014. SPATIAL PROJECTION: ARIZONA STATE

PLANE, CENTRAL ZONE, INTERNATIONAL FEET.

HORIZONTAL DATUM: NAD83

D423 (STAMPED D423 1980) (N MORLEY AVE AND NORTH WAYSIDE

DRIVE IN THE ROCK FACE SOUTH OF

WAYSIDE DRIVE)

N-124,811.55 E-1,006,374.67

SCC-23 (STAMPED SCC-23 2014) (TOP OF SLOPE AT THE SOUTH

WEST CORNER OF USIBWC WWTP,

SOUTH OF ENTRANCE)

N-162,807.03 E-996,948.63

BEARING = N13°55'59"W

DISTANCE = 39,147.11

ADDITIONAL CONTROL POINTS:

SCC 64 (STAMPED SCC-64 2014)

N-141,597.43 E-1,003,547.90

SCC 53 (STAMPED SCC-53 2014) (N GRAND AVE & N CONGRESS DR)

N-136,990.90 E-1,006,660.77

SCC 30 (STAMPED G423 1980)

N-146,475.40 E-1,000,876.07

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)

THE BASIS OF ELEVATIONS FOR THIS PROJECT IS NGS VERTICAL

CONTROL POINT NO. N1-A

SAID ELEVATION BEING 3,826.27

N-126,226.78 E-1,007,480.94

ADDITIONAL ELEVATION DATUM POINTS;

D423 - ELEVATION = 3,846.38

SCC-53 ELEVATION = 3,727.03

SCC-23 ELEVATION = 3,483.71

LEGEND

PIPE LINE EASEMENTPLE

MONITORING WELL

SANITARY SEWER BY-PASS LINEBYP

PL PROPERTY LINE (APPROXIMATE)

UPRR RIGHT-OF-WAY

PRIVATE ENTRANCE

EXISTING SEWER MAIN

OVERHEAD UTILITY ELECTICAL

UNDERGROUND UTILITY ELECTICAL

UNDERGROUND UTILITY NATURAL GAS

EXISTING TREE LINE AND VEGETATION

RAILROAD TRACK

BEAM GUARDS

FENCE

MAJOR CONTOUR

MINOR CONTOUR

UNDERGROUND TUNNEL

BUILDING

SANITARY SEWER MANHOLE

CURB MOUNTED CATCH BASIN, RECTANGULAR CATCH BASIN

CIRCULAR CATCH BASIN

DRAINAGE MANHOLE

GAS VALVE

ELECTRIC METER

PULLBOX

ANTENNA

GROUND MOUNTED TRANSFORMER

WATER MANHOLE

WATER VALVE

GUY WIRE ANCHOR

LIGHT: MAST ARM / POLE

SHRUB, BUSH

POWER POLE / GUY POLE / POLE

TRAFFIC SIGNAL: MAST ARM / POLE

TELEPHONE BOOTH

RAILROAD CROSSING SIGNAL

COMMUNICATION / ELECTRIC PEDESTAL

RAILROAD EQUIPMENT

FIRE HYDRANT

ROADWAY SIGN

UNKNOWN VALVE / PIPE

TANK

SOIL BORING

COMMERCIAL ENTRANCE

SSx

GxGx

RAILROAD

X X X

LINE STYLES

SYMBOLOGY

WATERWAYV-CU-2037 PLAN AND PROFILE STA. 383+00 TO STA. 394+00

V-GC-1001 GENERAL ARRANGEMENT PLAN SHEET 1 OF 3

V-GC-1002 GENERAL ARRANGEMENT PLAN SHEET 2 OF 3

V-GC-1003 GENERAL ARRANGEMENT PLAN SHEET 3 OF 3

ABBREVIATIONS

ABC AGGREGATE BASE COURSE

ACP ASPHALTIC CONCRETE PAVING

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AZ AZIMUTH, ARIZONA

B/B BACK TO BACK

BC BACK OF CURB

BL BASE LINE

BM BENCHMARK

BMPS BEST MANAGEMENT PRACTICES SYSTEM

BOT F BOTTOM FACE

C&G CURB AND GUTTER

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONST CONSTRUCTION

COR CONTRACTING OFFICER REPRESENTATIVE

CP CONCRETE PIPE

CPT CONE PENETRATION TEST

CU FT CUBIC FEET

CU YD CUBIC YARD

DEPTH

DA DRAINAGE AREA

DEG DEGREE

DEMO DEMOLITION

DIA DIAMETER

DIST DISTANCE

DMS DEGREES, MINUTES, SECONDS

EASTING, EAST

EA EACH

EC EDGE OF CURB

EL, ELEV ELEVATION

ELEC ELECTRIC

ENV ENVIRONMENTAL

ESMT EASEMENT

EW EACH WAY

EX EXTERNAL LENGTH

EXIST EXISTING

EXIST GR EXISTING GRADE

FH FIRE HYDRANT

FHWA FEDERAL HIGHWAY ADMINISTRATION

FIN FINISH

FIN GR FINISH GRADE

FLL FLOW LINE

FOC FACE OF CURB

FOW FACE OF WALL

FT FOOT

FW FLOODWALL

NATURAL GAS

G LN GAS LINE

GALV GALVANIZED

GCA GRADED CRUSHED AGGREGATE

GR, GRD GROUND

GR LN GRADE LINE

HORIZONTAL

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HNDRL HANDRAIL

HR HOUR

HS HIGH STRENGTH

HV HIGH VOLTAGE

HWY HIGHWAY

ID INSIDE DIAMETER

IN INCHES

K-VALUE

kVA KILOVOLT AMPERE

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MSE MECHANICAL STABILIZED EARTH

MTZ METZGER

NORTHING, NORTH

NAD83 NORTH AMERICAN DATUM (1983)

NAVD88 NORTH AMERICAN VERTICAL DATUM (1988)

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

PC POINT OF CURVE

PGL PROFILE GRADE LINE

PI POINT OF INTERSECTION

PL PROPERTY LINE

PP POWER POLE

PROP PROPOSED

PT POINT OF TANGENCY

PVMT PAVEMENT

PSI POUNDS PER SQUARE INCH

PVC POLY VINYL CHLORIDE

DISCHARGE

RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROAD

REL RELOCATE

REM REMOVE

ROW RIGHT OF WAY

RR RAILROAD

SOUTH, SLOPE

SD STORM DRAIN

SEC SECOND

SF SQUARE FEET

SHLDR SHOULDER

SQ YD SQUARE YARD

SS SANITARY SEWER

ST STREET

STA STATION

SW SIDEWALK, SOUTHWEST

SWPPP STORM WATER POLLUTION PREVENTION PLAN

TAN TANGENT

TCP TRAFFIC CONTROL PLAN

TE TOP ELEVATION

TEMP TEMPORARY

TOC TOP OF CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TOLE TOP OF LEVEE ELEVATION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UNPV RD UNPAVED ROAD

USACE UNITED STATES ARMY CORPS OF ENGINEERS

USIBWC U.S. INTERNATIONAL BOUNDARY & WATER COMMISSION

VERTICAL

VC VERTICAL CURVE

VEL VELOCITY

VFZ VEGETATION FREE ZONE

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

WEST

W/ WITH

W/O WITHOUT

WL WATER LINE

X SECT CROSS SECTION

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

H, HORIZ

CULV CULVERT

RCB REINFORCED CONCRETE BOX

UNION PACIFIC RAIL ROADUPRR

CB CONCRETE BOX CULVERT

RT RIGHT

AR ACCESS RAMP

ARD ACCESS ROAD

IBWC INTERNATIONAL BOUNDARY AND WATER COMMISSION

TOS TOP OF SLAB

TOW TOP OF WALL

T/R TOP OF RAIL

SHT SHEET

ADEQ ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY

ADOT ARIZONA DEPARTMENT OF TRANSPORTATION

CON CITY OF NOGALES

CC CENTER TO CENTER

CTRS CENTERS

DET DETAIL

IOI INTERNATIONAL OUTFALL INTERCEPTOR

LF LINEAR FEET (FOOT)

LR LEVEE RAISE

LS LUMP SUM, LAND SURVEYOR

LRGV LOWER RIO GRANDE VALLEY

LEV LEVEE

LT LEFT

V, VERT

CTR POINT CONTROL POINT

AC ACRES

ALUM ALUMINUM

AVE AVENUE

CIRC CIRCULAR

CIPP CURED IN PLACE PIPE

DR DRIVE

INV INVERT

NW NORTHWEST

REINF REINFORCEMENT

SE SOUTHEAST

SPECS SPECIFICATIONS

STD STANDARD

TRANSV TRANSVERSE

NE NORTHEAST

MAG MARICOPA ASSOCIATION OF GOVERNMENTS

NIC NOT IN CONTRACT

PLE TRUNKLINE AND IOI PIPE LINE EASEMENT

D/W DRIVE WAY

GPS GLOBAL POSITIONING SYSTEM

LAT LATERAL

LBS POUNDS

L LENGTH

RTK REAL TIME KINETIC

CF CUBIC FEET

POB POINT OF BEGINNING

EST ESTIMATED

IP IRON PIPE

TCE TEMPORARY CONSTRUCTION EASEMENT

POT POINT ON TANGENT

V-CU-3003 NEW CONCRETE SANITARY SEWER MANHOLE

W C R

/0 9/

27292-000-00

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V-GI-0003

N O

GENERAL NOTES

1. EXISTING TOPOGRAPHY, PLANS, AND DETAILS REPRESENT AS-BUILT

CONDITIONS TO THE BEST OF THE OWNER'S KNOWLEDGE; HOWEVER, ACTUAL

AS-BUILT CONDITIONS MAY VARY FROM THE DRAWINGS. ALL DIMENSIONS AND

CONDITIONS INDICATED RELATIVE TO THE EXISTING CONSTRUCTION ARE

APPROXIMATE BASED ON AVAILABLE AS-BUILT INFORMATION AND LIMITED FIELD

VERIFICATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND

DIMENSIONS AND ELEVATIONS. IMMEDIATELY NOTIFY THE USIBWC COR OF

DISCREPANCIES IN THE DRAWINGS, DISCREPANCIES BETWEEN THE DRAWINGS

AND SPECIFICATIONS, AND CHANGES IN THE EXISTING AS-BUILT CONDITIONS IF

THESE CONDITIONS WILL SIGNIFICANTLY IMPACT THE CONSTRUCTION TIME,

LABOR, OR MATERIAL COSTS. ELEVATIONS ARE SUBJECT TO FIELD

VERIFICATION AND ADJUSTMENT TO MEET ACTUAL FIELD CONDITIONS SHOULD

BE EXPECTED. CONTRACTOR TO LOCATE, PROTECT, AND MAINTAIN

BENCHMARKS, MONUMENTS, CONTROL POINTS, AND PROJECT ENGINEERING

REFERENCE POINTS, RE-ESTABLISH DISTURBED OR DESTROYED ITEMS BY A

REGISTERED PUBLIC SURVEYOR IN THE STATE OF ARIZONA, AT NO ADDITIONAL

COST TO THE GOVERNMENT.

2. GEOTECHNICAL INFORMATION (I.E. SOIL BORINGS) WAS PREPARED FOR USE IN

ESTABLISHING DESIGN CONTROLS FOR THE PROJECT. ANY GEOTECHNICAL

INFORMATION INCLUDED IN THESE DOCUMENTS IS FOR INFORMATION

PURPOSES ONLY, AND IS NOT TO BE CONSTRUED AS BEING AN ACCURATE

REPRESENTATION OF SUB SOIL CONDITIONS FOR ALL WORK LOCATIONS. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL

SUBSURFACE CONDITIONS.

3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE AND ALL ITEMS OF

WORK. LACK OF UNDERSTANDING OF WORK REQUIREMENTS OR COMPLEXITY

SHALL NOT BE CAUSE FOR ADDITIONAL COMPENSATION.

4. VIDEO INSPECTION AND RECORDING OF THE ENTIRE INTERCEPTOR SHALL BE

REQUIRED TO DETERMINE AND RECORD THE EXISTING CONDITION OF THE

INTERCEPTOR AND IDENTIFY DAMAGED AND/OR DETERIORATED AREAS OF THE

EXISTING INTERCEPTOR DUE TO HIGH VELOCITY FLOWS, EXPOSURE TO SEWER

GASES AND OTHER CONDITIONS. THE COSTS FOR SUCH VIDEO INSPECTION AND

RECORDING SHALL BE INCLUDED IN THE BID PRICE FOR THE CONTRACT. THE

CONTRACTOR IS REQUIRED TO BRING TO THE ATTENTION OF THE COR THE

LOCATIONS AND EXTENT OF DAMAGE TO THE EXISTING INTERCEPTOR THAT

REQUIRE REPAIR AND REHABILITATION PRIOR TO APPLICATION OF THE CIPP.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL

APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS. CONTRACTOR

SHALL PAY ALL COST FOR AND RESPONSIBILITIES ATTACHED THERETO AND

ANY REPERCUSSIONS OF NOT FOLLOWING SAID PERMITS AND PROJECT

REQUIREMENTS. CONTRACTOR TO ASSURE HIMSELF THAT ALL CONSTRUCTION

PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK.

6. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE CONSIDERED AS A WHOLE

AND THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE

RESPONSIBLE FOR THE INFORMATION PRESENTED ON ALL SHEETS ON THE SET

OF DRAWINGS AND ALL SECTIONS OF THE SPECIFICATIONS.

7. CONTRACT WORK SHALL BE IN ACCORDANCE WITH ANY PHASING

REQUIREMENTS SPECIFIED OR ALLOWABLE SUBJECT TO OWNER COMPLIANCE

CONFIRMATION. COORDINATE THE WORK AND ALLOWABLE WORK TIMES WITH

THE COR. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE

USIBWC DURING THE PRE-CONSTRUCTION MEETING IF SPECIAL WORK HOURS

ARE REQUIRED TO COMPLETE THE WORK (I.E. WORK DURING LOW FLOW

HOURS).

8. BRAND NAMES. REFERENCE TO SPECIFIC BRAND NAMES OF COMPANIES IS FOR

THE PURPOSE OF ESTABLISHING THE MINIMUM QUALITY STANDARDS,

IDENTIFICATION, AND GUIDANCE, AND IS NOT INTENDED TO LIMIT SELECTION OF

OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED THE SPECIFIED ITEMS

IN TERMS OF PHYSICAL PROPERTIES, INCLUDING COLOR RANGE, FINISH,

DURABILITY, APPEARANCE, PERFORMANCE CHARACTERISTICS, AND OTHER

FACTORS. OTHER PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE

SUBMITTED FOR EVALUATION AND COMPLIANCE CONFIRMATION BY THE COR.

9. STREETS SHALL BE MAINTAINED FREE AND UNOBSTRUCTED AT ALL TIMES

EXCEPT WHERE NOTED. WHERE REQUIRED, FURNISH AND INSTALL

BARRICADES AND OTHER PROTECTIVE ENCLOSURES TO SEPARATE AND

PROTECT VEHICULAR AND PEDESTRIAN TRAFFIC FROM DEBRIS AND OTHER

DEMOLITION/CONSTRUCTION ACTIVITIES.

10. THE AREAS UTILIZED AS CONTRACTOR'S OFFICE, PARKING, LAY DOWN,

STORAGE, AND HAUL ROUTES, ARE TO BE RESTORED TO THE ORIGINAL

CONDITION AT THE COMPLETION OF THE WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY IMPROVEMENTS HE REQUIRES AT THE STAGING

AREA(S) INCLUDING AN ENTRANCE, AGGREGATE SURFACING, TEMPORARY

FENCING, ETC. CONTRACTOR SHALL PERFORM ADDITIONAL IMPROVEMENTS AS

HE DEEMS NECESSARY AND AS REQUIRED BY THE WORK.

11. ALL CONSTRUCTION WORK WILL BE CONFINED TO THE PERMANENT AND

TEMPORARY EASEMENTS AS DEFINED ON THE DRAWINGS. CONTRACTOR'S

ACCESS TO THE PIPELINE WHEN NOT WITHIN A ROAD OR RAILROAD ROW, SHALL

BE LIMITED TO THE TCES AS DEFINED ON THE DRAWINGS.

12. CONSTRUCTION AREA LIMITS. THE LIMITS OF THE CONSTRUCTION MATERIAL

STORAGE AREAS, EQUIPMENT STORAGE AREAS, PARKING, AND OTHER AREAS

DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING

CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND COORDINATED

WITH THE PROPERTY OWNER. THE CONTRACTOR SHALL ERECT AND MAINTAIN

SUITABLE FENCING, MARKING AND/OR WARNING DEVICES, AND PREVENT

UNAUTHORIZED PERSONNEL FROM ENTERING THE CONSTRUCTION SITE/AREAS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL TCE'S

FOR EITHER ACCESS OR LAYDOWN/STAGING AREAS IF THERE IS INSUFFICIENT

SPACE WITHIN THE PLE. CONTRACTOR SHALL OBTAIN THE PROPERTY OWNERS

PERMISSION IN WRITING.

13. CONTRACTOR SHALL PROTECT ALL INFRASTRUCTURE. DAMAGE TO THE

EXISTING OR NEW GROUNDS AND/OR FACILITIES CAUSED BY CONSTRUCTION

TRAFFIC OR CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED

BY THE CONTRACTOR TO MATCH OR EXCEED EXISTING/NEW UNDAMAGED

CONDITIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.

14. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND SHALL BE

FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE EXISTING PUBLIC

OR PRIVATE UTILITY LINES, INCLUDING, BUT NOT LIMITED TO WATER LINES,

SANITARY LINES,PROCESS LINES, STORM SEWERS, GAS, COMMUNICATIONS,

AND ELECTRIC DURING CONSTRUCTION, WHETHER SHOWN ON THE PLANS

OR NOT. ALL DAMAGES SHALL BE REPAIRED AT NO COST TO THE

GOVERNMENT. CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE

VICINITY OF OVERHEAD ELECTRIC LINES, CONTRACTOR SHALL ABIDE BY

NATIONAL ELECTRIC CODE AND/OR ANY REQUIREMENT OF THE OWNER OF

THE ELECTRIC LINE.

15. CONTRACTOR SHALL CONTROL EXCESSIVE STORM WATER RUN-OFF FROM

THE CONSTRUCTION SITE TO PREVENT SOIL EROSION.

16. CONTRACTOR SHALL REPAIR DAMAGED AND DISTURBED SOIL AREAS AT THE

COMPLETION OF CONSTRUCTION ACTIVITIES THAT ARE NOT SLATED FOR

PAVING OR COVERING. SUCH REPAIR SHALL CONSIST AT A MINIMUM, OF THE

ADDITION OF 4" TOPSOIL, SEEDING, FERTILIZATION, AND WATERING

REQUIREMENTS. REVEGETATED AREAS SHALL BE WATERED WITH A MINIMUM

OF 1 IN OF WATER PER WEEK FOR THE FIRST 30 DAYS, AND ANY AREAS THAT

ARE DAMAGED OR FAIL TO REACH 80% ESTABLISHMENT SHALL BE

RE-SEEDED.

17. CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY TRAFFIC CONTROL

DEVICES IN CONFORMANCE WITH THE ARIZONA SUPPLEMENT TO THE

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION.

18. DURING THE ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL

MAINTAIN CONSTRUCTION WARNING SIGNS AT EACH END OF THE PROJECT

TO WARN MOTORING AND PEDESTRIAN TRAFFIC THAT CONSTRUCTION IS IN

PROGRESS AND OF POSSIBLE HAZARDOUS CONDITIONS GENERATED BY THE

CONSTRUCTION.

19. CONTRACTOR SHALL COORDINATE CONSTRUCTION WHICH BLOCKS TRAFFIC

OF ANY STREET, ALLEY, OR DRIVEWAY WITH THE COR AND CITY OF NOGALES

AND/OR SANTA CRUZ COUNTY.

20. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING A SAFE

PROJECT SITE 24 HOURS A DAY.

21. CONTRACTOR SHALL PROVIDE A TRENCH AND/OR EXCAVATION SAFETY

SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF APPLICABLE OSHA

EXCAVATION, TRENCH, AND OTHER APPLICABLE SAFETY AND HEALTH

REGULATIONS. THE TRENCH AND EXCAVATION SAFETY PLAN SHALL BEAR

THE SEAL OF A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE

STATE OF ARIZONA.

22. EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO DISTURBING

EXISTING GRADE WITHIN ANY WORK AREA. SUCH MEASURES SHALL REMAIN

IN PLACE UNTIL WORK IS COMPLETE AND/OR GRASS IS ESTABLISHED, AS

DIRECTED BY THE COR.

23. ALL EXCESS EXCAVATED MATERIAL AND SOIL SHALL BECOME PROPERTY OF

CONTRACTOR AND TO BE REMOVED FROM SITE, AT NO ADDITIONAL COST TO

THE GOVERNMENT EXCEPT WHERE NOTED. REMOVAL AND DISPOSITION

SUBJECT TO THE APPROPRIATE DISPOSAL AND PERMITTING REQUIREMENTS.

24. CONTRACTOR SHALL PROVIDE PUMPS, PIPING, SHEET PILES, EQUIPMENT,

ETC. AS REQUIRED TO DEWATER AND KEEP WORK AREAS DRY.

25. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE SHOWN

NOT TO SCALE.

26. ALL BENCHMARKS AND ELEVATIONS ARE IN FEET AND REFER TO NAVD88.

HORIZONTAL CONTROL IS BASED ON NAD83, ARIZONA STATE PLANE,

CENTRAL ZONE.

27. COORDINATE WORK ACTIVITIES, INCLUDING ACCESS, WITH DESIGNATED

USIBWC CONTRACTING OFFICER REPRESENTATIVE (COR).

28. CONTRACTOR TO PROVIDE LOCATION AND DETAILS FOR ANY RAMPS

NECESSARY FOR CONSTRUCTION FOR COMPLIANCE CONFIRMATION BY THE COR.

29. COORDINATE ALL HIGHWAY ACCESS AND RECONSTRUCTION WITH ADOT.

30. CONTRACTOR SHALL RE-ESTABILISH LATERALS AND MANHOLES IN THE IOI

SEWER LINE PIPE AFTER INSTALLATION OF THE CIPP LINER.

31. EXISTING CITY OF NOGALES RIGHT-OF-WAY (ROW) FOR THE IOI AND TRUNKLINE

HAS BEEN DEFINED AS THE FOLLOWING:

FROM MANHOLE NO.1 TO MANHOLE NO. 90: 50 FEET TOTAL,

25 FEET LEFT AND 25 RIGHT OF THE SURVEYED PIPELINE.

FROM MANHOLE NO. 90 TO THE NIWTP: 40 FEET TOTAL, 20

FEET LEFT AND 20 RIGHT OF THE SURVEYED PIPELINE.

32. PROPOSED REHABILITATION IMPROVEMENTS DESCRIBED IN THESE PLANS ARE BASED

ON THE BROWN AND CALDWELL DOCUMENT (EVALUATION OF THE INTERNATIONAL

OUTFALL INTERCEPTOR) FOR THE CITY OF NOGALES, ARIZONA, DATED MARCH,2005.

UTILITIES

1. UTILITY INTERRUPTIONS SHALL BE SCHEDULED IN ADVANCE AND COORDINATED WITH

THE AFFECTED UTILITY COMPANIES, AND OWNER,AS APPROPRIATE FOR THE EFFICIENT

EXECUTION OF THE WORK.

2. CONTRACTOR SHALL COORDINATE SHUTDOWN AND PROTECTION OF UTILITY LINES

WITH OWNER. ALL WORK TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

APPLICABLE UTILITY COMPANY OR AGENCY INVOLVED.

3. CONTRACTOR SHALL CONTACT ARIZONA 811 (ARIZONA BLUE STAKE) 48 HOURS PRIOR

TO BEGINNING WORK ON ANY PORTION OR SEGMENT OF THE INTERNATIONAL OUTFALL

INTERCEPTOR TO LOCATE ANY UTILITIES WITHIN THE WORK ZONE. SEE SPECIFICATION

SECTION 02 01 00 FOR ADDITIONAL REQUIREMENTS.

4. THE CONTRACTOR SHALL VERIFY THE HEIGHT OF ALL AERIAL UTILITIES AND PERFORM

SUBSURFACE UTILITY EXCAVATIONS AS NECESSARY FOR UNDERGROUND UTILITIES

CROSSING THE PROJECT LIMITS.

BYPASS PUMPING/PIPING

1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANNING, DESIGN, AND

IMPLEMENTATION OF THE BYPASS PUMPING AND PIPING SYSTEM REQUIRED FOR THE

TRUNKLINE/IOI AND ANY LATERALS. THE BYPASS PUMPING AND PIPING SHALL BE

INSTALLED WITHIN EITHER THE EXISTING TRUNKLINE/IOI ROW OR THE TEMPORARY

CONSTRUCTION EASEMENTS (TCES) THAT ARE SHOWN ON THE DRAWINGS. FOR

PURPOSES OF UNIFORM BIDDING, A POTENTIAL BYPASS PUMPING AND PIPING

STRATEGY FOR THE TRUNKLINE/IOI HAS BEEN PRESENTED ON THE DRAWINGS.

2. WHEN IT IS NECESSARY FOR THE BYPASS PIPING TO CROSS ANY EXISTING ROADWAYS

AND/OR DRIVEWAYS, THE CONTRACTOR SHALL BE REQUIRED TO OPEN CUT THE

ROADWAY/DRIVEWAY AND INSTALL THE BYPASS PIPING IN ACCORDANCE WITH SANTA

CRUZ COUNTY REQUIREMENTS.

3. WHEN IT IS NECESSARY FOR BYPASS PIPING AND/OR EQUIPMENT TO CROSS ANY

EXISTING WATERWAY, THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH THE

REQUIREMENTS OF USACE NATIONWIDE PERMIT NO. 12. IN ADDITION, THE

CONTRACTOR SHALL OBTAIN AND COMPLY WITH THE REQUIREMENTS OF AN ADEQ

WATER QUALITY CERTIFICATION. CONTRACTOR SHALL CONSTRUCT TEMPORARY

ACCESS ROADS AS REQUIRED TO PERFORM CONSTRUCTION ACTIVITIES. ANY FILL

PLACED IN THE WATERWAY FOR ACCESS SHALL BE REMOVED AT COMPLETION OF THE

PROJECT AND ANY AFFECTED AREAS SHALL BE RETURNED TO PRECONSTRUCTION

CONDITIONS.

4. ANY REQUIRED TRAFFIC CONTROL NEEDED TO CROSS ANY EXISTING ROADWAYS

SHALL BE COORDINATED WITH THE APPROPRIATE GOVERNMENT AND TRAFFIC

CONTROL PLAN WILL NEED TO BE APPROVED.

WORK WITHIN UNION PACIFIC RAIL ROAD (UPRR)

RIGHT OF WAY

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1. USIBWC WILL SUBMIT AN APPLICATION TO UPRR TO OBTAIN A MAINTENANCE

AGREEMENT FOR ANY WORK WITHIN THE UPRR ROW. UPRR WILL THEN

SUBMIT A LETTER TO THE USIBWC ALLOWING ACCESS ONTO THE ROW FOR

MAINTENANCE (REHABILITATION). THE CONTRACTOR SHALL THEN SUBMIT AN

APPLICATION TO UPRR FOR A RIGHT OF ENTRY UNDER THE MAINTENANCE

AGREEMENT. NO WORK WITHIN THE UPRR ROW SHALL BEGIN UNTIL THE

CONTRACTOR OBTAINS A RIGHT OF ENTRY FROM UPRR. APPROXIMATE TURN-

AROUND TIME FOR PROCESSING RIGHT OF ENTRY APPLICATIONS IS 45 DAYS,

BUT MAY TAKE LONGER. SEE SPECIFICATION 00.31.43 FOR ADDITIONAL

DETAILS.

2. CONTRACTOR SHALL NOT EXCAVATE WITHIN 12'-0" OF THE CENTER LINE OF

THE UPRR MAIN LINE TRACK.

3. A UPRR FLAGMAN WILL BE REQUIRED DURING ALL TIMES ANY EQUIPMENT

COMES WITHIN 25'-0" OF THE CENTER LINE OF THE UPRR MAIN LINE TRACK.

CONTRACTOR SHALL REQUEST THE SERVICES OF A FLAGMAN DIRECTLY

FROM UPRR. CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED WITH

THE FLAGMAN IN THE CONTRACTORS BID FOR THE PROJECT. APPROVAL FOR

A FLAGMAN TAKES APPROXIMATELY 45 DAYS.

4. POSSIBLE ROUTES FOR BYPASS PIPING WITHIN THE UPRR RIGHT OF WAY ARE

SHOWN ON THE PLANS. THESE ROUTES CROSS UNDER THE UPRR BY WAY OF

AN EXISTING BRIDGE OR AN EXISTING BOX CULVERT. THE UPRR REQUIRES A

FLAGMAN FROM UPRR TO BE ONSITE WHEN BYPASS PUMPING LINES ARE

BEING INSTALLED BENEATH ANY RAIL LINE. THE CONTRACTOR SHALL

REQUEST A FLAGMAN DIRECTLY FROM UPRR AS DESCRIBED IN NOTE 3.

5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM UPRR

FOR THE INSTALLATION OF BYPASS PIPING BENEATH UPRR RAIL LINES.

27293-000-00

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V-GI-0004

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 V-CU-3001/V-CU-3002)

REQUIRED MANHOLE REHABILITATION

67 282+34.92 3637.74 3616.38 30 21.36 X 68 286+63.02 3639.43 3612.20 30 27.23 X X 69 287+88.86 3639.03 3611.38 30 27.65 X 70 303+54.84 3614.01 3601.63 30 12.38 X X 71 304+78.20 3613.50 3600.81 30 12.69 X 72 306+62.48 3613.61 3600.03 30 13.58 X X 73 309+06.40 3613.58 3598.25 30 15.33 X X 74 314+79.51 3609.85 3594.93 30 14.92 X

75 317+67.01 3606.40 3591.20 30 15.20 X

BETWEEN RISER

AND MANHOLE

TOP TO STOP

ROOT INTRUSION

76 327+91.33 3597.20 3579.58 30 17.62 X 77 338+11.46 3581.43 3567.43 30 14.00 X 78 340+04.38 3580.95 3565.29 30 15.66 X

79 342+73.87 3580.39 3561.57 30 18.82

BETWEEN RISER

AND MANHOLE

TOP TO STOP

ROOT INTRUSION

80 345+20.48 3574.05 3559.34 30 14.71 X

81 358+38.35 3555.85 3545.13 30 10.72 X

82 361+15.31 3555.98 3542.24 30 13.74 X

83 363+67.87 3555.80 3539.54 30 16.26 X

BETWEEN RISER

AND MANHOLE

TOP TO STOP

ROOT INTRUSION

84 365+89.43 3555.45 3537.14 30 18.31 X X

MANHOLE

DIAMETER

(FEET)

IOI MANHOLE

CONNECTING LATERAL

CHULA VISTA

LATERAL DIAMETER

(INCHES)

ESTIMATED LENGTH ALONG LATERAL TO NEXT

UPSTREAM MANHOLE

(FEET)

ESTIMATED AVERAGE FLOW

(GPM)

UNKNOWN

LATERAL INFORMATION TABLE

73 UNKNOWN

76 UNKNOWN

77 UNKNOWN

NOTES:

1. SEE DRAWINGS V-CU-2026 THRU V-CU-2037 FOR PLAN AND PROFILES.

2. SEE DRAWINGS V-CU-3001 AND V-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. APPLICATION OF THE HYDRAULIC WATER PLUG MATERIAL IN THE MANHOLES

SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

SEE SPECIFICATION 46.05.00 FOR ADDITIONAL DETAILS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASSING OF FLOWS FROM THE

LATERALS LISTED IN THE LATERAL INFORMATION TABLE ON THIS DRAWING.

NO NAME

BRAVO LANE

S. PENA BLANCA HIGHLAND

LIFT STATION

NO NAME

BETWEEN RISER

AND MANHOLE

TOP TO STOP

ROOT INTRUSION

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27294-000-00

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0 100' 200'

SCALE: 1" = 100'

50'

PHASE V PROJECT

BEGIN BYPASS PIPING

CL MH #65

STA 264+80.50

N=143943.56 E=1001086.82

N OLD TUCSON HWY

PHASE V PROJECT

BEGIN CIPP PIPING

CL MH #66

STA 279+38.27

N=145330.14 E=1000636.81

MH #67

MH #68

MH #69

MH #70

MH #71 MH #72 MH #73

MH #74

MH #75

N OLD TUCSON HWY

181 172

180 179 178 177 176

189 187

POTRERO CREEK

V-GC-1001

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0 100' 200'

SCALE: 1" = 100'

50'

C H

RR ROW

UNION PACIFIC NOGALES BRANCH RR

SSx SSx

SSx

LEGEND

PROPOSED CURED IN PLACE PIPE

PROPOSED BYPASS PIPE LINE

PROPOSED TRUNKLINE AND IOI

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105-20-002A

APN NUMBERS TABLE

105-20-002A

ID NUMBER

APN NUMBER

105-20-162

(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 V-GI-0002 FOR ABBREVIATIONS.

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

HORIZONTAL

105-20-002A 105-20-002A 105-20-004A 105-20-007A 105-20-147 105-20-156 105-20-157 105-20-158 105-20-159 105-20-160 105-20-161

105-20-240 105-21-006 105-21-007 105-21-008A

105-21-012 105-21-013 105-21-015 105-21-016 105-22-094 105-22-095 105-22-096 105-22-134A

185 105-21-008B

152 105-08-010 156 105-09-009C

308 105-22-137 230 105-22-137

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0 100' 200'

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0 100' 200'

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MH #77

N OLD TUCSON HWY

164 165 157

161 162 154

MH #76

MH #78 MH #79

MH #80

MH #81

MH #82

MH #83

MH #84

N OLD TUCSON HWYN OLD TUCSON HWY

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105-07-006

APN NUMBERS TABLE

105-08-003 105-08-004 105-08-010 105-08-011 105-09-003

ID NUMBER

APN NUMBER

105-09-010

105-09-014 105-09-014A 105-09-020A

105-09-012A 105-09-013

(SEE NOTE 3)

155 105-09-009B 165 105-09-020B

HORIZONAL

156 105-09-009C 166 105-09-030A

147 105-07-003E

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 V-GI-0002 FOR ABBREVIATIONS.

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

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PLE PLE PLE PLE PLE PLE PLE

BYP

BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP

D ra w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

Su bm itt ed b y:

D es cr ip tio n

D at e Ac tio n

So lic ita tio n N o.

C on tra ct

N o.

R ev

Sheet Reference Number:

Fi le

N am e:

Pl ot

D at e:

Pl ot S ca le

Sy m bo l

G E\

Pr oj ec ts

\IN

\ib w c\

W C

E ng in ee rin g

Se rv ic es

\T as k O rd er

N og al es

I\0

8- D ra w in gs

\P ha se

D es ig n\

Pl an

S he et s\

-G

C S

C -1

.d te d:

W ed ne sd ay , M ay

9, 4:

Tr ac ki ng

N o.

C -1

.d w g

T N

O . 4

U R

S C

O R

E R

, A Z

) 8

-1

U .S

. I N

O U

N D

C O

M M

O N

N O

, A

C H

D R

I, P.

O T

U N

R C

R , S

C R

U Z

C O

U N

, A

0 100' 200'

SCALE: 1" = 100'

50'

PHASE V PROJECT

END CIPP PIPING

CL MH #85

STA 378+81.89

N=154964.51 E=999076.89

N OLD TUCSON HWYPOTRERO CREEK

V-GC-1003

A R

O F

C H

RR ROW

UNION PACIFIC NOGALES BRANCH RR

MH #88

MH #89

MH #87

PHASE V PROJECT

END BYPASS PIPING

CL MH #86

STA 389+54.26

N=155983.66 E=998743.27

POTRERO CREEK145

SSx

SSx SSx

SSx

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

BYP

PLE

SSx

RR ROW

ID NUMBER

APN NUMBER

105-07-001

APN NUMBERS TABLE

105-07-003B 105-07-003D 105-07-003E

(SEE NOTE 3)

HORIZONTAL

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 V-GI-0002 FOR ABBREVIATIONS.

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

148146

105-07-003F 105-07-006

113-38-007A

W C R

/0 9/

27297-000-00

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

S H

V-CU-2000

D ra w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

Su bm itt ed b y:

D es cr ip tio n

D at e Ac tio n

So lic ita tio n N o.

C on tra ct

N o.

R ev

Sheet Reference Number:

Fi le

N am e:

Pl ot

D at e:

Pl ot S ca le

Sy m bo l

G E\

Pr oj ec ts

\IN

\ib w c\

W C

E ng in ee rin g

Se rv ic es

\T as k O rd er

N og al es

I\0

8- D ra w in gs

\P ha se

D es ig n\

Pl an

S he et s\

-C

F-

\IB

7-v- C

U -2

te d:

W ed ne sd ay

, M ay

9, 4:

Tr ac ki ng

N o.

7-v-

C U

-2

dw g

T N

O . 4

U R

S C

O R

E R

, A Z

) 8

-1

U .S

. I N

O U

N D

C O

M M

O N

N O

, A

C H

D R

I, P.

O T

U N

R C

R , S

C R

U Z

C O

U N

, A

CU-2002 CU-2003 CU-2004 CU-2005 CU-2006

CU-2007 CU-2008

CU-2009

CU-2010

CU-2011

CU-2012

CU-2013

CU-2014

CU-2015

CU-2016

CU-2017

CU-2018

CU-2019 CU-2020

ATCH LINE A-A

ATCH LINE B-B

C H

E A-

0 500' 1,000'

SCALE: 1" = 500'

250'

HORIZONTAL

N NELSON AVE

N MORLEY AVE

N PERKINS AVE

MARTINEZ ST

KINO ST

PLU

ELM

E BECK ST

E H U

D G

S ST

N WAYSIDE DR

NOON ST

CRAW

FORD ST

N TERRACE AVE

N SONOTIA AVE

N POTRERO AVE

W 1st ST

E EDW

ARD ST

E DURANGO STN PLACITA ADELINA

E EAST ST

E C O

U R

T ST

N ESCONDIDO RD

E BARRY ST

UNITED STATES

MEXICO

UNITED STATES

MEXICO

N MASTICK WAY

W W

W M

R D

N C

ONGRESS D

W st S

T 2n d

ST W

S T

N BANKERD AVE

N HOHKANM DR

N SMOKEY LN

N OCEAN GARDEN DR

A ST

K R

EED

N GRAND AVE

UNION PACIFIC R.R.

E M

D R

N CEBARE LN

NOGALES

PHASE II

PROJECT BEGINS

STA 0+00.00

N = 122390.69

E = 1004332.05

PHASE II (N.I.C.)

ARIZONA

CITY OF NOGALES

TRUNKLINE

IOI

STA 81+46

UNION PACIFIC R.R.

PHASE II (CONT.) (N.I.C.) PHASE III (N.I.C.) PHASE IV (N.I.C.)

III

E N

D S

(M .H

NOTES:

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

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

W C R

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27298-000-00

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AutoCAD SHX Text A

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S H

V-CU-2001

D ra w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

Su bm itt ed b y:

D es cr ip tio n

D at e Ac tio n

So lic ita tio n N o.

C on tra ct

N o.

R ev

Sheet Reference Number:

Fi le

N am e:

Pl ot

D at e:

Pl ot S ca le

Sy m bo l

G E\

Pr oj ec ts

\IN

\ib w c\

W C

E ng in ee rin g

Se rv ic es

\T as k O rd er

N og al es

I\0

8- D ra w in gs

\P ha se

D es ig n\

Pl an

S he et s\

-C

F-

\IB

7-v- C

U -2

te d:

W ed ne sd ay

, M ay

9, 4:

Tr ac ki ng

N o.

7-v-

C U

-2

dw g

T N

O . 4

U R

S C

O R

E R

, A Z

) 8

-1

U .S

. I N

O U

N D

C O

M M

O N

N O

, A

C H

D R

I, P.

O T

U N

R C

R , S

C R

U Z

C O

U N

, A

0 500' 1,000'

SCALE: 1" = 500'

250'

HORIZONTAL

CU-2021

CU-2022 CU-2023

CU-2024 CU-2025 CU-2026 CU-2027

CU-2028

CU-2029

CU-2030 CU-2031 CU-2032

CU-2033

CU-2034

CU-2035 CU-2036 CU-2037 CU-2038 CU-2039 CU-2040 CU-2041 CU-2042

CU-2043

CU-2044

C H

E C

-C

ATCH LINE B-B

C H

E C

-C

WASTEWATER

TREATMENT

PLANT

UNION PACIFIC R.R.

OLD TUCSON RD

N GRAND AVE

OLD TUCSON RD

BLVD DEL REY DAVID

OLD TUCSON RD

NIKOS WAYCHULA VISTA LN

N VALLE VERDE DR

N SILVER HILL DR

N GOLD HILL DR

W C

D R

MARTEN RD

O L

S R

R D

R U

PASEO DEL YUCATAN

CALLE VEGA

ALLE M

ATEO

VEREDA ORTIZ

VIA ROSAMORADA

VIA

AVALZ

PHASE V EXISTING

PIPE REHABILITATION

PHASE V (CONT.) PHASE I

(M .H

E I E

N D

PHASE V PROJECT

END CIPP PIPING

CL MH #85

STA 378+81.89

N = 154964.51 E = 999076.89

(M .H

E V

PHASE V PROJECT

BEGIN BYPASS PIPING

CL MH #65

STA 264+80.50

N = 143943.56

E = 1001086.82

ARIZONA

SANTA CRUZ

COUNTY

ARIZONA

CITY OF NOGALES

NOGALES

SANTA CRUZ

COUNTY

SANTA CRUZ

COUNTY

PHASE IV (CONT.) (N.I.C.) PHASE V (N.I.C.)

E V

(M .H

PHASE V PROJECT

BEGIN CIPP PIPING

CL MH #66

STA 279+38.27

N = 145330.14

E = 1000636.81

PHASE V PROJECT

END BYPASS PIPING

CL MH #86

STA 389+54.26

N = 155983.66 E = 998743.27

NOTES:

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

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

W C R

/0 9/

27299-000-00

AutoCAD SHX Text

AutoCAD SHX Text A

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AutoCAD SHX Text

IPC S

CL MH 65

STA = 264+80.50

N=143943.56 E=1001086.82

RIM: 3653.82

30" DIA. RCP PIPE, INV. EL.3638.02

8" DIA. PIPE, NW INV. EL.3641.47

8" DIA. PIPE INV. EL. UNKNOWN

262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00

SOIL BORING B-19

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

N OLD TUCSON HWY

PARKING LOTPARKING LOT

WALL

3650N OLD TUCSON HWY

WALL

50' PIPE LINE 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

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx50

SSx SSx SSx SSx

BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP

POTENTIAL BYPASS

PUMP STATION LOCATION

D/W CROSSING

(SEE NOTE 1)

POTENTIAL BYPASS PIPING

ALIGNMENT (SEE NOTE 1)

PHASE V PROJECT

BEGIN BYPASS PIPING

CL MH # 65

Ex Ex Ex

Ex ExM

C H

262+00

263+00

264+00

265+00

266+00

267+00

268+00

269+00

270+00

271+00

272+00

273+00

M .H

. N O

+8 0.

N G

30" RCP PIPE S = 0.0070

30" RCP PIPE S = 0.012130" INV. EL.3638.02

EXISTING GROUND

8" INV. EL.3641.47

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

8" INV. EL. UNKNOWN

PLAN

STA. 262+00.00 TO STA. 273+00.00

PROFILE

STA. 262+00.00 TO STA. 273+00.00

A N

D P

R O

. 2

V-CU-2026

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

C H

D ra w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

Su bm itt ed b y:

D es cr ip tio n

D at e Ac tio n

So lic ita tio n N o.

C on tra ct

N o.

R ev

Sheet Reference Number:

Fi le

N am e:

Pl ot

D at e:

Pl ot S ca le

Sy m bo l

G E\

Pr oj ec ts

\IN

\ib w c\

W C

E ng in ee rin g

Se rv ic es

\T as k O rd er

N og al es

I\0

8- D ra w in gs

\P ha se

D es ig n\

Pl an

S he et s\

-C

F-

\IB

V- C

U -2

te d:

W ed ne sd ay

, M ay

9, 4:

Tr ac ki ng

N o.

7- V-

C U

-2

dw g

T N

O . 4

U R

S C

O R

E R

, A Z

) 8

-1

U .S

. I N

O U

N D

C O

M M

O N

N O

, A

C H

D R

I, P.

O T

U N

R C

R , S

C R

U Z

C O

U N

, A

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

R.R. R.O.W. R.R. R.O.W.

NOTES:

1. CONTRACTOR SHALL INSTALL BYPASS PIPING WITHIN N. OLD TUCSON HWY ROW IN

ACCORDANCE WITH SANTA CRUZ COUNTY REQUIREMENTS.

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

3. SEE SHEET V-GI-0002 FOR LEGEND AND ABBREVIATIONS.

4. SEE SHEET V-GI-0003 FOR GENERAL NOTES.

NOTE: SHEET PROVIDED TO SHOW POTENTIAL

BYPASS PUMP STATION AND PIPING LOCATION.

W C R

/0 9/

27300-000-00

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AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

CL MH 66

STA = 279+38.27

N=145330.14 E=1000636.81

RIM: 3639.91

30" DIA. RCP PIPE

INV. EL.3620.39

MH 67

STA 282+34.92

N=145626.47 E=1000623.16

RIM: 3637.74

30" DIA. RCP PIPE

INV. EL.3616.38

(SEE NOTE 6)

273+00

274+00

275+00

276+00

277+00

278+00

279+00 280+00

281+00

282+00

283+00

284+00E x

E x

E x E x

Ex Ex Ex Ex

Ex Ex

X X

XXX

X X X X X X X

X X

X X X X X X X X

X X

N OLD TUCSON HWYCE

3640PARKING LOT

SOIL BORING B-20

C H

50' PIPE LINE 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

SSx SSx

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SSx SSx

SSx SSxEXISTING 296.7 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 428.1 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

'BYP

BYP

BYP BYP BYP

BYP

BYP BYP

BYP

POTENTIAL BYPASS PIPING

ROAD CROSSING (SEE NOTE 2)

POTENTIAL BYPASS PIPING

ALIGNMENT (SEE NOTE 1)

PHASE V PROJECT

BEGIN CIPP PIPING

CL MH # 66

NEW BRIDGE

E x

E x E x

E x

C H

273+00

274+00

275+00

276+00

277+00

278+00

279+00

280+00

281+00

282+00

283+00

284+00

M .H

. N O

+3 8.

M .H

. N O

+3 4.

30" RCP PIPE S = 0.0121

30" RCP PIPE S = 0.0135

30" INV. EL.3616.38

30" INV. EL.3620.39

EXISTING GROUND

30" RCP PIPE S = 0.0098

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

CHULA

VIISTA LN

(PAVED)

PLAN

STA. 273+00.00 TO STA. 284+00.00

PROFILE

STA. 273+00.00 TO STA. 284+00.00

A N

D P

R O

. 2

V-CU-2027

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

C H

D ra w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

Su bm itt ed b y:

D es cr ip tio n

D at e Ac tio n

So lic ita tio n N o.

C on tra ct

N o.

R ev

Sheet Reference Number:

Fi le

N am e:

Pl ot

D at e:

Pl ot S ca le

Sy m bo l

G E\

Pr oj ec ts

\IN

\ib w c\

W C

E ng in ee rin g

Se rv ic es

\T as k O rd er

N og al es

I\0

8- D ra w in gs

\P ha se

D es ig n\

Pl an

S he et s\

-C

F-

\IB

V- C

U -2

te d:

W ed ne sd ay

, M ay

9, 4:

Tr ac ki ng

N o.

7- V-

C U

-2

dw g

T N

O . 4

U R

S C

O R

E R

, A Z

) 8

-1

U .S

. I N

O U

N D

C O

M M

O N

N O

, A

C H

D R

I, P.

O T

U N

R C

R , S

C R

U Z

C O

U N

, A

R.R. R.O.W.

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

PHASE V

E V

(M .H

NOTES:

1. CONTRACTOR SHALL INSTALL BYPASS PIPING WITHIN

N. OLD TUCSON HWY ROW IN ACCORDANCE WITH

SANTA CRUZ COUNTY REQUIREMENTS.

2. CONTRACTOR SHALL INSTALL BYPASS PIPING BENEATH

N. OLD TUCSON HWY IN ACCORDANCE WITH SANTA CRUZ

COUNTY REQUIREMENTS.

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

PIPE (CIPP) REQUIREMENTS.

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

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

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

W C R

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27301-000-00

AutoCAD SHX Text

AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

IPC

CL MH 68

STA = 286+63.02

N=146050.57 E=1000681.57

RIM: 3639.43

30" DIA. RCP PIPE

INV. EL.3612.20

8" DIA. PVC PIPE

NW. INV. EL.3633.43

(SEE NOTE 6)

CL MH 69

STA = 287+88.86

N=146144.79 N=146144.79 E=1000764.99

RIM: 3639.02

30" DIA. RCP PIPE

INV. EL.3611.38

(SEE NOTE 6)

284+00 285+00 286+00

287+00

288+00 289+00

290+00 291+00

292+00 293+00

294+00 295+00

Ex Ex

Ex Ex Ex Ex

Ex Ex

ExX

X X X

X X

X X X

N OLD TUCSON HWY

3635 3635

SOIL BORING B-21

N OLD TUCSON HWY

100' 100'

50' PIPE LINE 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

SSx SSx SSx SSx SSx SSx SSx

SSx

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

EXISTING 125.9 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 428.1 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 1566.0 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

25'

50'

25' 50

BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP BYP

POTENTIAL BYPASS PIPING

ALIGNMENT (SEE NOTE 2)

POTENTIAL CREEK

CROSSING

(SEE NOTES 1 & 2)

POTRERO CREEK

NEW BRIDGE

C H

284+00

285+00

286+00

287+00

288+00

289+00

290+00

291+00

292+00

293+00

294+00

295+00

M .H

. N O

+6 3.

M .H

. N O

+8 8.

30" RCP PIPE S = 0.0098

30" RCP PIPE S = 0.0065

30" RCP PIPE S = 0.0062

30" INV. EL.3611.38

30" INV. EL.3612.20

EXISTING GROUND

8" INV. EL.3633.43

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

PLAN

STA. 284+00.00 TO STA. 295+00.00

PROFILE

STA. 284+00.00 TO STA. 295+00.00

A N

D P

R O

. 2

V-CU-2028

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

C H

D ra w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

Su bm itt ed b y:

D es cr ip tio n

D at e Ac tio n

So lic ita tio n N o.

C on tra ct

N o.

R ev

Sheet Reference Number:

Fi le

N am e:

Pl ot

D at e:

Pl ot S ca le

Sy m bo l

G E\

Pr oj ec ts

\IN

\ib w c\

W C

E ng in ee rin g

Se rv ic es

\T as k O rd er

N og al es

I\0

8- D ra w in gs

\P ha se

D es ig n\

Pl an

S he et s\

-C

F-

\IB

V- C

U -2

te d:

W ed ne sd ay

, M ay

9, 4:

Tr ac ki ng

N o.

7- V-

C U

-2

dw g

T N

O . 4

U R

S C

O R

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File details come from the government source that posted it. Updated Apr 21, 2022.