Attachment 01. 191BWC22R0005 Phase IV Drawings_20220309.pdf

PDF 10 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 02. 191BWC22R0005 Phase V Drawings_20220309.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 17. UPRR IOI MCL Folder03060-53.pdf	PDF	Apr 21, 2022

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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 : 1.53 MI

U.S. INTERNATIONAL BOUNDARY AND

WATER COMMISSION

NOGALES, AZ

WASTEWATER

TREATMENT

PLANT

C o n t r

N o

I B

IV-GI-0001

PROJECT VICINITY MAP

PROJECT LOCATION MAP

L A

G E

P r o j e c t s I N

F R i b w c I B

W C

E n g i n e e r i n g

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

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

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S h e e t s

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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

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 IV

PHASE IV PROJECT

END CIPP PIPING

CL MH # 66

STA = 279+38.27

N = 145330.14

E = 1000636.81

PHASE IV PROJECT

BEGIN CIPP PIPING

CL MH # 51

STA = 198+73.10

N = 139123.56

E = 1004918.40

ARIZONA

SANTA CRUZ

COUNTY

SAN

TA C

R U

Y O

N O

ALES

I N

I O

NOGALES

UNITED STATES INTERNATIONAL

BOUNDARY AND WATER COMMISSION

REHABILITATION IMPROVEMENTS

TRUNKLINE AND INTERNATIONAL OUTFALL INTERCEPTOR

SANTA CRUZ COUNTY, AZ

PHASE IV

C O

U N

STA 81+46

Solicitation No. 191BWC22R0005

27271-000-00

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F i l e

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P l o t

D a t e

P l o t

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

O r d e r

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

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IV-GI-0002

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E G

E N

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V I A

T I O

N S

IV-GI-0001

DRAWING INDEX

SHEET NO. DESCRIPTION

COVER SHEET

IV-GI-0002 DRAWING INDEX, LEGEND AND ABBREVIATIONS

IV-GI-0003 GENERAL NOTES

IV-GI-0004 REQUIRED MANHOLE REHABILITATION

IV-CU-2000 KEY PLAN SHEET 1 OF 2

IV-CU-2001 KEY PLAN SHEET 2 OF 2

IV-CU-2019 PLAN AND PROFILE STA. 185+00 TO STA. 196+00

IV-CU-2020 PLAN AND PROFILE STA. 196+00 TO STA. 207+00

IV-CU-2021 PLAN AND PROFILE STA. 207+00 TO STA. 218+00

IV-CU-2022 PLAN AND PROFILE STA. 218+00 TO STA. 229+00

IV-CU-2023 PLAN AND PROFILE STA. 229+00 TO STA. 240+00

IV-CU-2024 PLAN AND PROFILE STA. 240+00 TO STA. 251+00

IV-CU-2025 PLAN AND PROFILE STA. 251+00 TO STA. 262+00

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

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

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

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

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

IV-GC-1001 GENERAL ARRANGEMENT PLAN SHEET 1 OF 2

IV-GC-1002 GENERAL ARRANGEMENT PLAN SHEET 2 OF 2

LEGEND

PIPE LINE EASEMENT

PLE

MONITORING WELL

SANITARY SEWER BY-PASS LINE

BYP

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

WATERWAY

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

DRAINAGE AREA

DEG DEGREE

DEMO DEMOLITION

DIA DIAMETER

DIST DISTANCE

DMS DEGREES, MINUTES, SECONDS

EASTING, EAST

EA EACH

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

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

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

ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

PC POINT OF CURVE

PGL PROFILE GRADE LINE

PI POINT OF INTERSECTION

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

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

NORTHWEST

REINF REINFORCEMENT

SE SOUTHEAST

SPECS SPECIFICATIONS

STD STANDARD

TRANSV TRANSVERSE

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

IV-CU-3003 NEW CONCRETE SANITARY SEWER MANHOLE

W C R

27272-000-00

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IV-GI-0003

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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

W C R

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.

27273-000-00

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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 IV-CU-3001/IV-CU-3002)

REQUIRED MANHOLE REHABILITATION

52 204+83.97 3703.11 3694.56 30 8.55 X

52-A 207+75.58 3700.26 3692.27 30 7.99 X

52-B 212+86.87 3697.35 3687.21 30 10.14 X XX

53 216+33.61 3695.20 3683.76 30 11.44 X X

54 220+36.23 3693.95 3679.50 30 14.45 X

55 223+46.54 3695.15 3675.52 30 19.63 X X

56 225+93.62 3696.11 3672.41 30 23.70 X

57 228+43.20 3688.89 3668.79 30 20.10 X X

58 230+85.23 3684.58 3666.20 30 18.38 X

59 236+72.66 3679.88 3658.35 30 21.53 X X

60 239+87.62 3677.63 3654.39 30 23.24 XX

61 244+98.53 3673.58 3651.02 30 22.56 X X

62 246+86.67 3672.02 3650.09 30 21.93 X X

63 248+34.74 3670.21 3648.99 30 21.22 X

64 250+30.02 3668.40 3647.83 30 20.57 X X

64-A 257+41.63 3660.97 3643.18 30 17.79 X X

65 264+80.50 3653.82 3638.02 30 15.80 X X

66 279+38.27 3639.91 3620.39 30 19.52 X

MANHOLE

DIAMETER

(FEET)

1,2,3

IOI MANHOLE

52B

CONNECTING LATERAL

LATERAL DIAMETER

(INCHES)

ESTIMATED LENGTH ALONG LATERAL TO NEXT

UPSTREAM MANHOLE

(FEET)

ESTIMATED AVERAGE FLOW

(GPM)

UNKNOWN

LATERAL INFORMATION TABLE

57 UNKNOWN

59 UNKNOWN

60 UNKNOWN

61 UNKNOWN

62 UNKNOWN

UNKNOWN

64 UNKNOWN

64 NO NAME UNKNOWN

64A MEADOW HILLS 12 UNKNOWN

65 VILLA HERMOSA 8 UNKNOWN

NOTES:

1. SEE DRAWINGS IV-CU-2019 THRU IV-CU-2027 FOR PLAN AND PROFILES.

2. SEE DRAWINGS IV-CU-3001 AND IV-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.

8. LATERALS DIRECTLY CONNECTED TO IOI PIPE HAVE BEEN RELOCATED BY

NADB/CON. CONTRACTOR SHALL TRIM ALL REMAINING PROTRUSIONS FROM

LATERALS DIRECTLY CONNECTED TO THE IOI BEFORE INSTALLATION OF CIPP.

9. DIRECT LATERAL AT 407.7LF DOWNSTREAM OF MH 51 HAS A NONSTANDARD

MANHOLE ABANDONED IN PLACE TO BE REMOVED BY CONTRACTOR.

NO NAME

FRANK REED

AL HARRISON

NO NAME

GOLD HILL

NO NAME

PRODUCE ROW

65 NO NAME 8 UNKNOWN

1,2,3

276.7 LF

DOWNSTREAM

OF MH 52A

UNKNOWNGVS WAREHOUSE 4

407.7 LF

DOWNSTREAM

OF MH 51

NEW 8" PIPE REROUTED TO MH 52 BY OTHERS;

4" DIRECT LATERAL PLUGGED AND ABANDONED UNKNOWN

NO NAME

1,2,3

W C R

NEW 8" PIPE REROUTED TO MH 52B BY OTHERS;

4" DIRECT LATERAL PLUGGED AND ABANDONED

27274-000-00

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PHASE IV PROJECT

BEGIN BYPASS PIPING

STA = 189+72.02

N=138407.30

E=1005465.13

CL MH # 50

MH # 52

MH # 52-A

PHASE IV PROJECT

BEGIN CIPP PIPING

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N=139123.56

E=1004918.40

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MH # 52-B

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SCALE: 1" = 100'

50'

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MH # 54

MH # 58

MH # 57

MH # 60

MH # 59

MH #61

MH # 62

MH # 63

MH # 56MH # 55

0 100' 200'

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U N

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HORIZONTAL

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

102-02-001

APN NUMBERS TABLE

105-22-004A

105-22-007A

105-22-015

105-22-018

105-22-019A

ID NUMBER

APN NUMBER

105-28-002

105-28-012A

105-28-014

105-28-015

105-28-005A

105-28-005B

(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 IV-GI-0002 FOR ABBREVIATIONS.

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

231 105-22-146

242 105-28-019

194 105-22-016

239 105-28-016

240 105-28-017A

241 105-28-017B

W C R

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T S

T R

U N

K L

I N

T E

R N

A T

I O

N A

U T

F A

L L

I N

T E

R C

E P

T O

A N

O U

N T

P H

A S

I V

MH # 64

MH # 64-A

MH # 65

N OLD TUCSON HWY

IV-GC-1002

G E

N E

R A

R R

A N

G E

M E

S H

E E

0 100' 200'

SCALE: 1" = 100'

50'

M A

T C

I N

PHASE IV PROJECT

END CIPP PIPING

STA = 279+38.27

N=145330.14

E=1000636.81

CL MH # 66

PHASE IV PROJECT

END BYPASS PIPING

STA = 282+34.92

N=145626.47

E=1000623.16

CL MH # 67

N OLD TUCSON HWY

M A

T C

I N

M A

T C

I N

MH # 68

U N

P A

O G

A L E

S B

R A

N C

H R

U N

P A

O G

A L E

S B

R A

N C

H R

I M

R R

R O

R R

R O

RR ROW

R R

R O

R R

R O

0 100' 200'

SCALE: 1" = 100'

50'

S x

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

105-20-002A

APN NUMBERS TABLE

ID NUMBER

APN NUMBER

105-20-161

(SEE NOTE 3)

177 203

178 204

ID NUMBER

APN NUMBER

105-22-079

APN NUMBERS TABLE

ID NUMBER

APN NUMBER

222211

216 105-22-090

105-20-002A

105-20-004A

105-20-107A

105-20-147

105-20-156

105-20-157

105-20-158

105-20-159

105-20-160

105-20-162

105-20-240

105-22-007A

105-22-007B

105-22-072

105-22-073

105-22-074

105-22-075

105-22-076

105-22-077

105-22-078

105-22-080

105-22-081

105-22-082

105-22-083

105-22-084

105-22-085

105-22-086

105-22-087

105-22-088

105-22-089

105-22-091

105-22-092

105-22-093

105-22-094

105-22-095

105-22-096

105-22-134A

105-22-137

(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 IV-GI-0002 FOR ABBREVIATIONS.

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

W C R

27276-000-00

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L A

H E

IV-CU-2000

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

N o g a l e s

I O

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

S h e e t s

F S

H E

E T

S I B

I V

U d o t t e d

W e d n e s d a y

M a y

T r a c k i n g

N o

I B

M T

I V

U d w g

P R

O J E

U R

O R

P O

R A

T I O

A S

E T

M O

S U

I T

S O

U S

I N

T E

R N

A T

I O

N A

O U

N D

A R

W A

T E

O M

M I S

S I O

N O

G A

L E

S L

T S

C H

A R

L E

E D

R I

N O

C A

L E

R E

H A

B I L

I T

A T

I O

I M

P R

O V

E M

E N

T S

T R

U N

K L

I N

T E

R N

A T

I O

N A

U T

F A

L L

I N

T E

R C

E P

T O

A N

O U

N T

P H

A S

I V

CU-2002

CU-2003 CU-2004

C U

-2

CU-2006

C U

-2

CU-2010

CU-2011

C U

-2

M A

T C

L I N

0 500' 1,000'

SCALE: 1" = 500'

250'

HORIZONTAL

N MORLEY AVE

N M

R L E

Y A

E t

I N

A S

O U

I P

E d d

R A

NOGALES

PHASE II

PROJECT BEGINS

STA 0+00.00

N = 122390.69

E = 1004332.05

PHASE II (N.I.C.)

PHASE IV

PHASE IV EXISTING

PIPE REHABILITATION

P H

A S

I N

PHASE IV PROJECT

BEGIN BYPASS PIPING

CL MH #50

STA = 189+72.02

N = 138407.30

E = 1005465.13

ARIZONA

CITY OF NOGALES

STA 81+46

PHASE IV PROJECT

BEGIN CIPP PIPING

CL MH # 51

STA = 198+73.10

N = 139123.56

E = 1004918.40

U N

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

P H

A S

I I

N D

P H

A S

I I I

E G

I N

PHASE III (N.I.C.)

NOTES:

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

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

W C R

27277-000-00

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L A

H E

IV-CU-2001

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

N o g a l e s

I O

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

S h e e t s

F S

H E

E T

S I B

I V

U d o t t e d

W e d n e s d a y

M a y

T r a c k i n g

N o

I B

M T

I V

U d w g

P R

O J E

U R

O R

P O

R A

T I O

A S

E T

M O

S U

I T

S O

U S

I N

T E

R N

A T

I O

N A

O U

N D

A R

W A

T E

O M

M I S

S I O

N O

G A

L E

S L

T S

C H

A R

L E

E D

R I

N O

C A

L E

R E

H A

B I L

I T

A T

I O

I M

P R

O V

E M

E N

T S

T R

U N

K L

I N

T E

R N

A T

I O

N A

U T

F A

L L

I N

T E

R C

E P

T O

A N

O U

N T

P H

A S

I V

0 500' 1,000'

SCALE: 1" = 500'

250'

HORIZONTAL

CU-2024

C U

-2

C U

-2

C U

-2

C U

-2

C U

-2

CU-2035

CU-2

CU-2037

C U

-2

8 CU-2039

CU-2040

CU-2041

CU-2042

A T

WASTEWATER

TREATMENT

PLANT

UNION PACIFIC R.R.

I F

U N

P A

UNION PACIFIC R.R.

O L D

T U

C S

O N

R D

O L D

T U

C S

O N

R D

Y C

I C

S A

A D

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

PHASE I

PHASE V (N.I.C.)

P H

A S

N D

P H

A S

E G

I N

PHASE IV EXISTING

PIPE REHABILITATION

P H

A S

P H

A S

PHASE IV PROJECT

END CIPP PIPING

CL MH # 66

STA = 279+38.27

N = 145330.14

E = 1000636.81

ARIZONA

SANTA CRUZ

COUNTY

ARIZONA

I T

A L E

NOGALES

SANTA CRUZ

COUNTY

S A

T Y

PHASE IV PROJECT

END BYPASS PIPING

CL MH # 67

STA = 282+34.92

N = 145626.47

E = 1000623.16

PHASE IV (CONT.)

NOTES:

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

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

W C R

27278-000-00

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CL MH 50

STA = 189+72.02

N=138407.30

E=1005465.13

RIM: 3712.00

30" DIA. RCP PIPE

INV. EL.3704.90

E x

E x E x

E x

X X

SOIL BORING B-13

I D

I N

50' PIPE LINE EASEMENT

P L E

S S x

BYP

BYP B

B Y

POTENTIAL BYPASS PUMP

STATION LOCATION

W ESCONDIDO

CROSSING

(SEE NOTE 1)

POTENTIAL BYPASS

PIPING ALIGNMENT

PHASE IV PROJECT

BEGIN BYPASS PIPING

CL MH # 50

A T

T A

T I O

M A

T C

L I N

T A

T I O

185+00

186+00

187+00

188+00

189+00

190+00

191+00

192+00

193+00

194+00

195+00

196+00

M H

S T

B E

A S

I P

I N

30" R C

P P

0.0070

30" R C

P P

0.0068

30" INV. EL.3704.90

EXISTING GROUND

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

W ESCONDIDO

CROSSING

(UNPAVED)

PLAN

STA. 185+00.00 TO STA. 196+00.00

PROFILE

STA. 185+00.00 TO STA. 196+00.00

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

M A

T C

L I N

T A

T I O

A T

T A

T I O

C L

N P

A C

N O

G A

L E

S B

R A

N C

.O .W

R .R

.O .W

R .R

.O .W

R .R

.O .W

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

N o g a l e s

I O

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

S h e e t s

F S

H E

E T

S I B

I V

U d o t t e d

W e d n e s d a y

M a y

T r a c k i n g

N o

I B

M T

I V

U d w g

P R

O J E

U R

O R

P O

R A

T I O

A S

E T

M O

S U

I T

S O

U S

I N

T E

R N

A T

I O

N A

O U

N D

A R

W A

T E

O M

M I S

S I O

N O

G A

L E

S L

T S

C H

A R

L E

E D

R I

N O

C A

L E

R E

H A

B I L

I T

A T

I O

I M

P R

O V

E M

E N

T S

T R

U N

K L

I N

T E

R N

A T

I O

N A

U T

F A

L L

I N

T E

R C

E P

T O

A N

O U

N T

P H

A S

I V

P L

F I L

E S

S T

T A

IV-CU-2019

NOTES:

1. CONTRACTOR SHALL INSTALL BYPASS PIPING BENEATH W ESCONDIDO CROSSING

(UNPAVED) IN ACCORDANCE WITH CITY OF NOGALES REQUIREMENTS.

2. SEE SHEET IV-GI-0002 FOR LEGEND AND ABBREVIATIONS.

3. SEE SHEET IV-GI-0003 FOR GENERAL NOTES.

NOTE: SHEET PROVIDED TO SHOW POTENTIAL

BYPASS PUMP STATION AND PIPING LOCATION.

W C R

27279-000-00

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AutoCAD SHX Text x

S x

CL MH 51

STA = 198+73.10

N=139123.56

E=1004918.40

RIM: 3705.94

30" DIA. RCP PIPE, INV. EL.3698.81

8" DIA. PVC PIPE, NE. INV. EL.3702.19

4" DIA. PVC PIPE, SE. INV. EL.3702.44

4" DIA. PVC PIPE, DROP E. INV. EL.3704.02

199+00

200+00

201+00

202+00

203+00

204+00

205+00

206+00

207+00

D U

E x

SOIL BORING B-14

CL MH 52

STA = 204+83.97

N=139527.66

E=1004460.28

RIM: 3703.11

30" DIA. RCP PIPE, INV. EL.3694.56

8" DIA. PIPE, INV. EL. UNKNOWN

(SEE NOTE 3 & 4)

4" DIA LATERAL CONNECTION WITH

5' DIA NONSTANDARD MANHOLE

DEMOLISH EXISTING MANHOLE

N=139393.03 E=1004613.19

RIM=3704.66

(SEE NOTE 8)

50' PIPE LINE EASEMENT

L E

PLE

L E

PLE

S x

EXISTING 610.9 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 291.6 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

RAISE TOP OF MH 52 TO GRADE

A V

E D

B Y

P B Y

BYP

B Y

BYP

W PRODUCE ROW

CROSSING

(SEE NOTE 2)

POTENTIAL BYPASS

PIPING ALIGNMENT

PHASE IV PROJECT

BEGIN CIPP PIPING

CL MH # 51

S x

S S x

M A

T C

L I N

T A

T I O

196+00

197+00

198+00

199+00

200+00

201+00

202+00

203+00

204+00

205+00

206+00

207+00

M H

S T

B E

I P

I N

M H

S T

30" R C

P P

0.0068

30" R C

P P

0.0070

30" R C

P P

0.0079

30" INV. EL.3694.56

30" INV. EL.3698.81

EXISTING GROUND

8" INV. EL.3702.19

4" INV. EL.3702.44

4" INV. EL.3704.02

4" DIA LATERAL CONNECTION

AT 12 O'CLOCK POSITION WITH

NONSTANDARD MANHOLE.

DEMOLISH MANHOLE AND

TRIM LATERAL BEFORE

INSTALLATION OF CIPP LINER.

SEE NOTES 7 & 8.

407.70'

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

RAISE TOP OF MH 52

TO GRADE (SEE NOTE 3)

W PRODUCE

ROW

(PAVED)

8" INV. EL. UNKNOWN

PLAN

STA. 196+00.00 TO STA. 207+00.00

PROFILE

STA. 196+00.00 TO STA. 207+00.00

P L

F I L

E S

S T

T A

IV-CU-2020

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

M A

T C

L I N

T A

T I O

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

N o g a l e s

I O

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

S h e e t s

F S

H E

E T

S I B

I V

U d o t t e d

W e d n e s d a y

M a y

T r a c k i n g

N o

I B

M T

I V

U d w g

P R

O J E

U R

O R

P O

R A

T I O

A S

E T

M O

S U

I T

S O

U S

I N

T E

R N

A T

I O

N A

O U

N D

A R

W A

T E

O M

M I S

S I O

N O

G A

L E

S L

T S

C H

A R

L E

E D

R I

N O

C A

L E

R E

H A

B I L

I T

A T

I O

I M

P R

O V

E M

E N

T S

T R

U N

K L

I N

T E

R N

A T

I O

N A

U T

F A

L L

I N

T E

R C

E P

T O

A N

O U

N T

P H

A S

I V

U N

P A

O G

S B

R A

N C

H (2

00' R .O

R .R

. R .O

R .R

. R .O

PHASE IV

P H

A S

I N

NOTES:

1. SEE SPECIFICATION SECTION 46.04.00 FOR CURE-IN-PLACE

PIPE REQUIREMENTS.

2. CONTRACTOR SHALL INSTALL BYPASS PIPING BENEATH

W PRODUCE ROW IN ACCORDANCE WITH CITY OF NOGALES

REQUIREMENTS.

3. SEE DETAIL 1, SHEET IV-CU-3001 FOR MANHOLE FRAME

AND COVER ADJUSTMENT.

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

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

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

7. LATERAL REROUTED TO MH 52 BY OTHERS; CONTRACTOR SHALL TRIM

ANY REMAINING PROTRUSION LEFT FROM LATERAL DIRECTLY

CONNECTED TO THE IOI BEFORE INSTALLATION OF CIPP.

W C R

8. EXISTING 5' DIA. NONSTANDARD MANHOLE (APPROX. 4.6' DEEP)

ABANDONED IN PLACE AT DIRECT LATERAL LOCATION. COVER TACK

WELDED TO FRAME. CONTRACTOR SHALL REMOVE ENTIRE STRUCTURE

AND BACKFILL TO EXISTING GRADE. SEE SECTION 46.10.00 FOR MORE

INFORMATION.

27280-000-00

AutoCAD SHX Text

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CL MH 52-A

STA = 207+75.58

N=139719.99

E=1004241.09

RIM: 3700.26

30" DIA. RCP PIPE

INV. EL.3692.27

(SEE NOTE 2 & 3)

C B

P B P

C B

E x

X X

SOIL BORING B-15

CL MH 52-B

STA = 212+86.87

N=140042.25

E=1003844.14

RIM: 3697.35

30" DIA. RCP PIPE, INV. EL.3687.21

4" DIA. DI PIPE, INV. EL.3690.15

(SEE NOTE 2 & 3)

CL MH 53

STA = 216+33.61

N=140262.12

E=1003576.03

RIM: 3695.20

30" DIA. RCP PIPE

INV. EL.3683.76

(SEE NOTE 2 & 3)

4" DIA LATERAL CONNECTION

AT 12 O'CLOCK POSITION

50' PIPE LINE EASEMENT

L E

P L E

L E

P L E

S x

S S x

EXISTING 291.6 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 291.6 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

RAISE TOP OF MH 52-A TO GRADE

EXISTING 511.3 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 346.7 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

EXISTING 402.6 LF OF 30" RCP

TO BE REHABILITATED WITH

CURED IN PLACE PIPE LINER

RAISE TOP OF MH 53 TO GRADE WITH

NEW PRECAST MANHOLE SECTIONS

RAISE TOP OF MH 52-B TO GRADE

B Y

P B

POTENTIAL BYPASS

PIPING ALIGNMENT

A T

T A

T I O

207+00

208+00

209+00

210+00

211+00

212+00

213+00

214+00

215+00

216+00

217+00

218+00

M H

S T

M H

S T

M H

S T

30" R C

P P

0.0079

" R

C P

E S

" R

C P

E S

30" INV. EL.3683.76

30" INV. EL.3687.21

30" INV. EL.3692.27

EXISTING GROUND

4" INV. EL. 3690.15

" R

C P

E S

4" DIA LATERAL CONNECTION

AT 12 O'CLOCK POSITION

SEE NOTE 6.

276.70'

EXISTING GROUND ELEVATION

AT PIPE CENTERLINE

RAISE TOP OF MH 52A

TO GRADE (SEE NOTE 2)

RAISE TOP OF MH 52B

TO GRADE (SEE NOTE 2)

RAISE TOP OF MH 53

TO GRADE (SEE NOTE 2)

PLAN

STA. 207+00.00 TO STA. 218+00.00

PROFILE

STA. 207+00.00 TO STA. 218+00.00

P L

F I L

E S

S T

T A

IV-CU-2021

0 40' 80'

SCALE: 1" = 40'

20'

0 5' 10'

SCALE: 1" = 5'

VERTICAL

HORIZONTAL

A T

T A

T I O

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

N o g a l e s

I O

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

S h e e t s

F S

H E

E T

S I B

I V

U d o t t e d

W e d n e s d a y

M a y

T r a c k i n g

N o

I B

M T

I V

U d w g

P R

O J E

U R

O R

P O

R A

T I O

A S

E T

M O

S U

I T

S O

U S

I N

T E

R N

A T

I O

N A

O U

N D

A R

W A

T E

O M

M I S

S I O

N O

G A

L E

S L

T S

C H

A R

L E

E D

R I

N O

C A

L E

R E

H A

B I L

I T

A T

I O

I M

P R

O V

E M

E N

T S

T R

U N

K L

I N

T E

R N

A T

I O

N A

U T

F A

L L

I N

T E

R C

E P

T O

A N

O U

N T

P H

A S

I V

I F

PHASE IV (CONT.)

NOTES:

1. SEE SPECIFICATION SECTION 46.04.00 FOR CURE-IN-PLACE

PIPE REQUIREMENTS.

2. SEE DETAIL 1, SHEET IV-CU-3001 FOR MANHOLE FRAME AND

COVER ADJUSTMENT.

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

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

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

6. LATERAL REROUTED TO MH 52B BY OTHERS; CONTRACTOR SHALL

TRIM ANY REMAINING PROTRUSION LEFT FROM LATERAL DIRECTLY

CONNECTED TO THE IOI BEFORE INSTALLATION OF CIPP.

W C R

27281-000-00

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

CL MH 54

STA = 220+36.23

N=140386.79

E=1003193.19

RIM: 3693.95

30" DIA. RCP PIPE

INV. EL.3679.50

(SEE NOTE 2)

CL MH 55

STA = 223+46.54

N=140592.82

E=1002961.15

RIM: 3695.15

30" DIA. RCP PIPE

INV. EL.3675.52

4" DIA. PVC PIPE DROP

SE. INV. EL.3689.62

(SEE NOTE 2)

CL MH 56

STA = 225+93.62

N=140771.08

E=1002790.06

RIM: 3696.11

30" DIA. RCP PIPE

INV. EL.3672.41

(SEE NOTE 2)

CL MH 57

STA = 228+43.20

N=1440964.44

E=1002632.26

RIM: 3688.89

30" DIA. RCP PIPE

INV. EL.3668.79

8" DIA. PIPE

INV. EL.3672.44

(SEE NOTE 2)

221+00

222+00

223+00 224+00

225+00

L L

E x

SOIL BORING B-16

50' PIPE…

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