Attachment 16. NADB IOI Direct Laterals Design.pdf

PDF 13 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 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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C B

IOI

IOIIOIIOI

IOI

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WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

SHEET INDEX

SHEET NO. DESCRIPTION

1 TITLE SHEET AND GENERAL NOTES

2 GENERAL NOTES SHEET 2

3 PLAN AND ABANDONMENT: LATERAL SITE #1 IOI MH #2

4 PLAN AND ABANDONMENT: LATERAL SITE #4 IOI MH #36

5 PLAN AND PROFILE: LATERAL SITE #5 IOI MH #39

6 PLAN AND PROFILE: LATERAL SITE #7 IOI MH #52

7 PLAN AND PROFILE: LATERAL SITE #8 IOI MH #52B

8 DETAILS SHEET 1

9 DETAILS SHEET 2

10 DETAILS SHEET 3

11 LATERAL ABANDONMENT SHEET

LEGEND

VICINITY MAP

PROJECT LOCATION MAP

D C B A Δ

(520) 561-6467 ngeneng.com

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

TITLE SHEET AND GENERAL NOTES

IOI LATERAL LOCATION:Tariq Tariq

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

DATE: 4/22/2021

NOGALES, AZ

SHEET 3

SHEET 4

SHEET 5

T 6

T 7

SITE 1IOI MH #2

SITE 4

IOI MH #36

SITE 5

IOI MH #39

SIT

E 7

I M

H #5

SIT

E 8

I M

H #5 2B

100% DESIGN

IOI IOI PIPELINE ALIGNMENT

PLE IOI PIPELINE EASEMENT

W WATER PIPELINE

FO FIBER OPTIC UTILITY LINE

S EXISTING SEWER MAIN LINE

ROAD CENTERLINE

1' CONTOURS

BUILDING FOOTPRINT

WATER MANHOLE/VALVE

SEWER CLEANOUTC

SEWER MANHOLES

PROPOSED LATERAL PIPELINE

EXISTING LATERAL PIPELINE

DRAINAGE MANHOLE

LIGHT POLE

R R

FIRE HYDRANT

UNKNOWN VALVE/PIPE

POWER POLE / GUY POLE

ROADWAY SIGN

CIRCULAR CATCH BASIN

GAS VALVE

ELECTRIC METER

RAILROAD CROSSING SIGNAL

BENCHMARK

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

HORIZONTAL CONTROL IS BASED ON NAD83, ARIZONA STATE PLANE,

CENTRAL ZONE, INTERNATIONAL FEET.

TOPO SOURCE

SANTA CRUZ COUNTY 2017 LiDAR (NAVD88)

GRAND AVE. W

ESTERN

AVE.

MORLEY AVE.

ARIPO

SA RD.

GRAND AVE PROJECT LOCATION

DATA SOURCES

1. REHABILITATION IMPROVEMENTS TRUNKLINE AND INTERNATIONAL OUTFALL

INTERCEPTOR - URS DRAWINGS (2002-2020)

2. CITY OF NOGALES GIS DATABASE (ACCESSED 2020)

3. CITY STAFF FIELD INVESTIGATIONS (SEPTEMBER THRU JANUARY 2021)

TERN

ATIO

AL BO

DARY

NOGALES, ARIZONA

Feet

0 750 1500

1"=750'

I-19

RAILROAD TRACK

EDGE OF RAILROAD ROW

GENERAL NOTES

1. THE OWNER INVESTIGATED 8 LATERAL CONNECTIONS PRESUMED TO BE CONNECTING AT INTERMEDIATE POINTS ALONG THE INTERNATIONAL

OUTFALL INTERCEPTOR (IOI) AND NOT AT STANDARD MANHOLES.

2. THIS PROJECT CONSISTS OF RELOCATING AND ABANDONING SEWER LATERALS AT 5 SITE WITHIN THE CITY OF NOGALES. THE 5 SITES ARE

IDENTIFIED AS SITES 1, 4, 5, 7 AND 8, AND THEIR LOCATIONS ARE SHOWN WITHIN THIS DRAWING SET. SITES 2,3, AND 6 WERE ELIMINATED FROM THIS PROJECT AS FIELD INVESTIGATIONS DEMONSTRATED THAT THE SEWER LATERALS AT THESE SITES ARE NOT CONNECTED TO THE IOI.

3. ALL WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED BY THE STATE OF ARIZONA AS DETERMINED BY THE ARIZONA REGISTRAR OF

CONTRACTORS (A, A-12, A-14, A-16, CR-80 OR KA).

4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS.

5. ALL CONSTRUCTION WORK SHALL CONFORM TO THE MARICOPA COUNTY UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS

CONSTRUCTION (MAG-USSDPWC).

6. CONTRACTOR SHALL COMMUNICATE PROJECT CONCERNS, FINDINGS, AND CHANGES WITH THE ENGINEER.

7. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, APPLIANCES, AND MATERIALS TO PERFORM AND COMPLETE THE WORK COVERED WITHIN

THIS PLAN SET.

8. EXISTING TOPOGRAPHY, PLANS, AND DETAILS REPRESENT EXISTING CONDITIONS TO THE BEST OF THE CITY OF NOGALES AND ENGINEER'S

KNOWLEDGE; HOWEVER, ACTUAL CONDITIONS MAY VARY FROM DRAWINGS.

8.1. ALL DIMENSIONS AND CONDITIONS INDICATED RELATIVE TO EXISTING CONSTRUCTION ARE APPROXIMATES BASED ON AVAILABLE

INFORMATION AND LIMITED FIELD VERIFICATION.

8.2. THE CITY OF NOGALES AND ENGINEER DO NOT GUARANTEE THE LOCATION AND ELEVATION OF SEWER LINES OR OTHER EXISTING

UNDERGROUND STRUCTURES OR OF PROPERTY LINES TO BE EXACT. NOR IS IT WARRANTED THAT ALL EXISTING UNDERGROUND PIPES OR

STRUCTURES ARE SHOWN ON PLANS.

8.3. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES IN THE DRAWINGS, DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS, AND CHANGES IN THE EXISTING AS-BUILT CONDITIONS IF THESE CONDITIONS IMPACTS CONSTRUCTION TIME, LABOR, OR MATERIAL COSTS.

8.4. OMISSION OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWING NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK.

8.5. ELEVATIONS ARE SUBJECT TO FIELD VERIFICATION TO MEET ACTUAL FIELD CONDITIONS. CONTRACTOR TO LOCATE, PROTECT, AND MAINTAIN BENCHMARKS, MONUMENTS, CONTROL POINTS, AND PROJECT ENGINEERING REFERENCE POINTS, RE-ESTABLISH DISTURBED OR DESTROYED ITEMS BY A SURVEYOR REGISTERED IN THE STATE OF ARIZONA, AT NO ADDITIONAL COST TO THE CITY OF NOGALES OR ENGINEER.

9. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL SITES AND ITEMS OF WORK. LACK OF UNDERSTANDING OF WORK REQUIREMENTS OR

COMPLEXITY SHALL NOT BE CAUSE FOR ADDITIONAL COMPENSATION.

10. 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.

11. 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 THIS SET OF DRAWINGS AND ALL SECTIONS OF THE SPECIFICATIONS.

12. 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.

13. 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.

14. ALL CONSTRUCTION WORK WILL BE CONFINED TO THE PERMANENT AND TEMPORARY EASEMENTS AS DEFINED ON THE DRAWINGS.

15. 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 TEMPORARY CONSTRUCTION EASEMENTS FOR EITHER ACCESS OR LAY DOWN/STAGING AREAS IF THERE IS INSUFFICIENT SPACE WITHIN THE PERMANENT AND TEMPORARY EASEMENTS AS DEFINED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN THE PROPERTY OWNERS

PERMISSION IN WRITING AND PROVIDE SECURITY.

16. CONTRACTOR SHALL PROTECT ALL INFRASTRUCTURE. DAMAGE TO 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 OWNER. CONTRACTOR SHALL CONTROL EXCESSIVE STORM WATER RUN-OFF FROM THE CONSTRUCTION SITE TO PREVENT SOIL EROSION USING BEST MANAGEMENT PRACTICES (BMPS) FROM ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ). 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

CONTRACTING OFFICER REPRESENTATIVE.

17. 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. RE-VEGETATED AREAS SHALL BE WATERED WITH A MINIMUM OF 1 INCH 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.

18. 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.

19. DURING THE ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION WARNING SIGNS AT EACH SITE OF THE PROJECT TO WARN MOTORING AND PEDESTRIAN TRAFFIC THAT CONSTRUCTION IS IN PROGRESS AND OF POSSIBLE HAZARDOUS CONDITIONS GENERATED

BY THE CONSTRUCTION.

20.CONTRACTOR SHALL COORDINATE CONSTRUCTION WHICH BLOCKS TRAFFIC OF ANY STREET, ALLEY, OR DRIVEWAY WITH THE PROPERTY OWNER

AND CITY OF NOGALES.

21.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING A SAFE PROJECT SITE 24 HOURS A DAY.

22.CONTRACTOR SHALL PROVIDE PUMPS, PIPING, SHEET PILES, EQUIPMENT, ETC. AS REQUIRED TO DE-WATER AND KEEP WORK AREAS DRY.

23.DIMENSIONS AND/OR ELEVATIONS MARKED THUS "NTS" ARE SHOWN NOT TO SCALE.

24.CONTRACTOR SHALL COORDINATE WORK ACTIVITIES, INCLUDING ACCESS, WITH CITY OF NOGALES AND ENGINEER.

APPROVED FOR CONSTRUCTION

CITY OF NOGALES

TRACER WIRE AND BRICK ANCHOR

4-22-21

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text D

B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

GENERAL NOTES SHEET 2

IOI LATERAL LOCATION:

NOGALES, AZ

UTILITIES

1. PROTECTION OF EXISTING UTILITIES SHALL CONFORM TO SECTION 601.3 OF MAG (USSDPWC).

2. CONTRACTOR SHALL NOTIFY CITY OF NOGALES DIRECTOR OF DEPARTMENT OF PUBLIC WORKS AT LEAST 3 DAYS PRIOR TO GROUND BREAKING.

THE CONTRACTOR MAY BE REQUIRED BY THE CITY TO PLACE LEAFLETS AT THE DOORS OF AFFECTED CUSTOMERS OR OTHER OUTREACH

CONTACT METHOD.

3. UNLESS OTHERWISE SHOWN ON THE PLANS OR STATED IN THE SPECIFICATIONS, ALL UTILITIES, EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONTRACT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO OR INTERRUPTION OF SERVICE CAUSED BY THE CONSTRUCTION. EFFORTS TO MAINTAIN SERVICE ARE

INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION IS PERMITTED.

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEWER SERVICE DURING CONSTRUCTION. THIS MAY INVOLVE TEMPORARY BYPASS OR STORAGE OR OTHER METHODS TO ALLOW SERVICE TO CITY OF NOGALES CUSTOMERS TO BE UNINTERRUPTED.

5. 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.

6. 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.

7. CONTRACTOR SHALL CONTACT ARIZONA 811 (ARIZONA BLUE STAKE) 48 HOURS PRIOR TO BEGINNING WORK ON ANY PORTION OR SEGMENT OF

THE IOI LATERAL CONNECTION PROJECT TO LOCATE ANY UTILITIES WITHIN THE WORK ZONE.

8. THE CONTRACTOR SHALL KEEP ALL ARIZONA 811 REQUEST UP-TO-DATE, AND COMPLY WITH APPLICABLE ARIZONA REVISED STATUES PERTAINING TO ARIZONA 811. ERRORS IN ARIZONA 811 MUST BE REPORTED TO THE ENGINEER ASSIGNED BY THE CONTRACTING AGENCY.

9. THE CONTRACTOR SHALL VERIFY THE HEIGHT OF ALL AERIAL UTILITIES AND PERFORM SUBSURFACE UTILITY EXCAVATIONS AS NECESSARY FOR UNDERGROUND UTILITIES CROSSING THE PROJECT LIMITS.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.

10. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 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 CITY OF NOGALES OR ENGINEER.

TRENCHING EXCAVATION, BACKFILL AND COMPACTION

1. CONTRACTOR SHALL PROVIDE A TRENCH AND/OR EXCAVATION SAFETY PLAN TO MEET, AS A MINIMUM, THE REQUIREMENTS OF APPLICABLE

OSHA EXCAVATION, TRENCH, AND OTHER APPLICABLE SAFETY AND HEALTH REGULATIONS.

2. ALL TRENCHING EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SECTION 601 OF MAG UNIFORM STANDARD SPECIFICATIONS

AND DETAILS FOR PUBLIC WORKS CONSTRUCTION (USSDPWC). SEE MAG STANDARD DETAILS ON SHEET 8.

3. CONTRACTORS SHALL HAVE SECTION 601 "TRENCHING EXCAVATION, BACKFILL, AND COMPACTION" AVAILABLE AT PROJECT SITE.

4. PER THE MAG-USSDPWC, THE CONTRACTOR SHALL, BUT IS NOT LIMITED TO:

4.1. PROVIDE, AT NO ADDITIONAL COST TO THE ENGINEER, ADDITIONAL LOAD BEARING CAPACITY IF THE MAXIMUM TRENCHING IS EXCEEDED, PER SECTION 601.2.2

4.2. REFILL UNAUTHORIZED EXCAVATION BELOW THE SPECIFIED TRENCH GRADE LINE AT THE CONTRACTOR’S EXPENSE WITH ABC MATERIAL COMPACTED TO A UNIFORM DENSITY OF NOT LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 AND T191 OR ASTM D6938. WHEN AASHTO T-99, METHOD A OR B, AND T-191 ARE USED FOR DENSITY DETERMINATION, ARIZ 227C WILL BE USED FOR

ROCK CORRECTION, PER SECTION 601.2.5

4.3. THE PLACEMENT OF THE ADDITIONAL MATERIAL DUE TO UNNECESSARY EXCAVATION BELOW THE ELEVATION INDICATED FOR THE FOUNDATION OF ANY STRUCTURE SHALL BE REPLACED AT NO COSTS TO THE AGENCY, PER SECTION 601.2.6.

4.4. SHALL SUBMIT A LETTER TO THE CONTRACTING AGENCY STATING THE LOCATION OF EACH DISPOSAL SITE FOR ALL EXCESS OR UNSUITABLE MATERIAL AND CERTIFY THAT HE HAS OBTAINED THE PROPERTY OWNER’S PERMISSION FOR THE DISPOSAL OF ALL SUCH MATERIAL, PRIOR

TO COMMENCEMENT OF THE WORK.

4.5. ALL EXCESS EXCAVATED MATERIAL AND SOIL SHALL BECOME PROPERTY OF CONTRACTOR AND TO BE REMOVED FROM SITE, AT NO ADDITIONAL COST TO THE CITY OF NOGALES OR ENGINEER. REMOVAL AND DISPOSITION SUBJECT TO THE APPROPRIATE DISPOSAL AND

PERMITTING REQUIREMENTS.

WORK RECOMMENDED TO BE PERFORMED UNDER THE CURED IN

PLACE PIPE (CIPP) PROJECT CONTRACT

1. IN PREPARATION FOR INSERTING THE CIPP LINER:

1.1. AFTER BYPASS IS SETUP, BRUSH OR SCRAPE DEBRIS AND LOOSE MATERIAL, INCLUDING PART OF LATERAL PIPE PROTRUDING INTO THE IOI.

1.2. REMOVE DEBRIS

1.3. PATCH AND FILL CRACKS AND HOLES IN THE IOI WITH WATERTITE COMPOUNDS COMPATIBLE WITH THE CIPP.

2. THE FOLLOWING TASKS ARE BEST FIT TO BE PERFORMED UNDER THE CIPP CONTRACT.

2.1. THE MARCH 2005 EVALUATION OF THE IOI REPORT BY BROWN AND CALDWELL IDENTIFIED TWO LATERALS CONNECTING TO THE IOI AT 12.2

FEET AND 162.9 FEET, RESPECTIVELY, FROM IOI MH #39 (SEE TABLE 2-2 BELOW). FIELD INVESTIGATIONS CONDUCTED BY CITY STAFF COULD NOT LOCATE THESE LATERALS, WHICH ARE PRESUMED TO BE ABANDONED. ANY PROTRUSION OF SUCH LATERALS INTO THE IOI SHALL BE

HANDLED BY THE CIPP CONTRACT. SEE HIGHLIGHTED TEXT IN TABLE 2-2.

2.2. A NON-STANDARD (MAKE-SHIFT) MANHOLE WAS DISCOVERED ON TOP OF THE IOI, 203 FEET UPSTREAM OF IOI MH #52 (SEE SHEET 6). CIPP

CONTRACT SHALL DECIDE ON WHAT IS TO BE DONE WITH SUCH MANHOLES.

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

4-22-21

LATERALS NOT FOUND BY FIELD INVESTIGATIONS

SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

IOI

IOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOI

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

IOI MH #3

RIM ELEV. 3850.76'

INV. ELEV. 3846.98'

N = 123002.84 E = 1004773.10

EXISTING INACTIVE LATERAL

CONNECTION TO IOI

6.2 FT UPSTREAM OF IOI MH #3

SEE NOTE 3

HISTORIC TRAIN

STATION BATHROOMS

STAIRWAY ENTRY TO

CONCRETE OVERLAID PARK N. MORLEY AVE.

. PA

R K

ST.

47' R O

A D

W A

SHOPPING PLAZA

UNDERGROUND

CONCRETE BOX

CULVERT ON TOP OF IOI

20' WIDE BY 10' DEEP

20'

CL SLIDING TRACK

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

100'

EXISTING CURB

IOI MH #2

60' UPSTREAM

D C B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

PLAN AND PROFILE: LATERAL SITE #1 IOI MH #2

IOI LATERAL LOCATION:

120 N. MORLEY AVE.,

NOGALES, AZ 85621

NOTES:

1. THE EXISTING SEWER LATERAL ALIGNMENTS SHOWN ARE BASED ON LIMITED FIELD

MEASUREMENTS AND OBSERVATIONS. THE ACTUAL LOCATIONS SHALL BE VERIFIED

THROUGH POTHOLING.

2. ACCESS TO THE ABANDONED LATERAL FROM WITHIN HISTORICAL BATHROOM REQUIRES

FIELD INVESTIGATION PRIOR TO DIGGING.

3. CONTRACTOR TO LOCATE BUILDING SEWER DRAIN WITHIN BATHROOMS; CUT, PLUG, AND

ABANDON LATERAL PER ABANDONMENT DETAIL ON THIS SHEET. CONTRACTOR SHALL

ENSURE NO DISTURBANCE TO THE TRAIN STATION BATHROOM HISTORICAL QUALITIES AND

RESTORE SITE TO EXISTING CONDITIONS.

4. ABANDONMENT OF LATERAL PIPE ON THE INSIDE OF IOI IS NOT PART OF THIS CONTRACT. SEE

SHEET 2, "WORK RECOMMENDED TO BE PERFORMED UNDER THE CURED IN PLACE PIPE (CIPP)

CONTRACT" NOTE 1.

KEY NOTES:

CUT, PLUG AND GROUT EXISTING SEWER LATERAL

CONNECTION TO IOI PER DETAIL ON THIS SHEET

MATERIALS LIST

ITEM UNIT QUANTITY

ABANDONMENT

WATERTIGHT CEMENT

NON-SHRINK GROUT (LOW

STRENGTH)

LF OF PIPE 32

EXPANDABLE PLUG EA 2

#20 COPPER TRACER WIRE

WITH YELLOW INSULATION LF 8 TO 12

ABANDONMENT

MONUMENT EA 1

EXISTING TRAIN STATION

BATHROOM BUILDING

SECTION OF

PIPE REMOVED

8" MIN.

EXPANDABLE PLUG

WATERTIGHT CEMENT

NON-SHRINK GROUT

EXISTING 4" Ø LATERAL

TO BE GROUTED UP TO

FLOOR LEVEL

37' TOTAL GROUT FILL

IOI

24" CP

60°

GROUT FILL LENGTH PER PLAN

GROUT FILL

ABANDONMENT DETAIL AT SITE #1

N.T.SSECTION VIEW

EXISTING GROUND

TRENCH

EXPANDABLE PLUG

Feet 0 20 40

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

EXISTING TAP CONNECTION

SEE NOTE 4

4-22-21

PROVIDE COPPER TRACER WIRE AND BRICK

ANCHOR PER MAG DETAIL 427 AND ABANDONMENT

MONUMENT PER RWRD DETAIL 503 ON SHEET 11

TRACER WIRE

S S

IOI

PLE PLE PLE PLE PLE PLE PLE

PLE

PLE PLE

PLE

PLE PLE

PLE

IOI MH #36

RIM ELEV. 3775.65'

INV. ELEV. 3758.81'

N = 131558.12 E = 1008133.82

IOI MH #37

RIM ELEV. 3775.71'

INV. ELEV. 3758.81'

N = 131838.51 E = 1008203.91

EXISTING 4" Ø LATERAL

(ABANDONED)

N. HOHOKAM DR.

N . D

ETEN

TIO

N R

CITY OF NOGALES

PUBLIC WORKS

PARKING LOT

CITY OF NOGALES

PUBLIC WORKS PARKING

LOT DRIVEWAY

CITY OF NOGALES

PUBLIC WORKS PARKING

LOT DRIVEWAY

IOI TRUNKLINE

30" Ø RCP PIPE

25'

25' TAP-IN CONNECTION

N=131732.88 E=1008177.51

EXISTING INACTIVE LATERAL

CONNECTION TO IOI

180 FT DOWNSTREAM OF IOI MH #36

SEE NOTES 2 AND 3

D C B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

PROJECT LOCATION:

PLAN AND PROFILE: LATERAL SITE #4 IOI MH #36

1450 N. HOHOKAM DR.,

NOGALES, AZ 85621

NOTES:

1. CONTRACTOR TO LOCATE EXISTING SEWER LATERAL BY POTHOLING.

2. WORK AREA SHALL BE CONTAINED WITHIN THE SOUTHERN DRIVEWAY TO MINIMIZE

IMPACT ON TRAFFIC ON HOHOKAM DR.

3. CONTRACTOR TO REFILL, COMPACT, AND RE-PAVE DISTURBED AREA.

4. ABANDONMENT OF LATERAL PIPE ON THE INSIDE OF IOI IS NOT PART OF THIS CONTRACT.

SEE SHEET 2, "WORK RECOMMENDED TO BE PERFORMED UNDER THE CURED IN PLACE

PIPE (CIPP) CONTRACT" NOTE 1.

KEY NOTES:

CUT, PLUG, AND GROUT SEWER LATERAL

CONNECTION TO IOI PER DETAIL ON THIS SHEET

MATERIALS LIST

ITEM UNIT QUANTITY

ABANDONMENT

WATERTIGHT CEMENT

NON-SHRINK GROUT (LOW

STRENGTH)

LF OF PIPE 2

EXPANDABLE PLUG EA 2

#20 COPPER TRACER WIRE

WITH YELLOW INSULATION LF 8 TO 12

ABANDONMENT

MONUMENT EA 1 Feet

0 20 40

ABANDONMENT DETAIL AT SITE #4

N.T.SSECTION VIEW

1' G

R O

U T

SECTION OF

PIPE REMOVED

8" MIN.

1' GROUT FILL

EXPANDABLE PLUG

WATERTIGHT CEMENT

NON-SHRINK GROUT

IOI

30" RCP

90°

EXISTING PAVED GROUND

REMAINING PIPE TO BE

ABANDONED IN PLACE

TRACER WIRE

EXISTING TAP CONNECTION

SEE NOTE 4

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

4-22-21

PROVIDE COPPER TRACER WIRE AND BRICK

ANCHOR PER MAG DETAIL 427 AND ABANDONMENT

X X

XXXXXXXXXXX

X X

I PLE

PLE

W W

EXISTING 8" Ø ACTIVE

LATERAL

16" WATER LINE

PROPOSED LATERAL

ALIGNMENT FOR

CONNECTION TO IOI

N . H

O H

O K

A M

D R

FLEISCHER PARK

BASEBALL FIELD

FLEISCHER PARK

PARKING LOT

FIBER OPTICS

UTILITY LINE

TRENCH/EXCAVATION

BOUNDARY

FLEISCHER PARK

BATHROOM BUILDING

PRESUMED LATERAL

CONNECTION TO IOI

MH#39 + 12.2 FT

SEE SHEET 2 NOTE 2.1

PRESUMED LATERAL

CONNECTION TO IOI

MH#39 + 162.9 FT

SEE SHEET 2 NOTE 2.1

EXISTING LATERAL CONNECTION TO IOI

155.5 FT DOWNSTREAM OF IOI MH #39

PLUG AND ABANDON

SEE NOTE 1

EXISTING CHAIN

LINK FENCE

IOI MH#39

RIM ELEV. 3762.98'

INV. ELEV. 3751.02'

N = 132884.08 E = 1008019.67

EXISTING CURB

L=327.68', R=3360.75'

Δ=5.59

S45 ° 0

2' 4 1"W

8.6

TWO-WAY CLEANOUT

PER MAG DETAIL 440-2

SEE SHEET 9

EXISTING MARKED STAKE

FOR LATERAL LOCATION

EXISTING STAIR

SEATING BENCHES

EXISTING SEATING BENCHES

20'

TRENCH/EXCAVATION

BOUNDARY

PROPOSED 8" Ø

SDR-35 PVC PIPE

PROPOSED 8" Ø TAP

INV. EL. 3754.57'

SEE NOTE 5

TOP OF IOI 30" Ø RCP PIPE

CROWN EL. 3753.48'±

L = 416.3' @ 0.33 % SLOPE

EXISTING GROUND

IOI MH #39

RIM ELEV. 3762.98'

STA. ELEV. 3751.02'

N=132884.08 E=1008019.67

TIE-IN TO BUILDING DRAIN

INV EL. 3755.94'

SEE NOTE 6

16" WATER

STA. 3+91.0

DEPTH 8'

SEE NOTES 3 AND 4

CLEANOUT PER MAG 441

STA. 0+88.6

SEE SHEET 8

FIBER OPTICS UTILITY

STA. 3+98.3

DEPTH 3'

SEE NOTE 3

PROVIDE 8" TEE FITTING

AT TAP CONNECTION

SEE NOTE 10

TWO-WAY CLEANOUT PER MAG 440-2

STA. 0+00

SEE SHEET 9

2.9'

0.79'

D C B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

PLAN AND PROFILE: LATERAL SITE #5 IOI MH #39

PROJECT LOCATION:

1500 N. HOHOKAM DR.,

NOGALES, AZ 85621

NOTES:

1. CONTRACTOR TO LOCATE EXISTING SEWER LATERAL BY POTHOLING.

2. PROPOSED SEWER LATERAL CONNECTION TO IOI MANHOLES SHALL BE THROUGH AN 8" PVC

SDR-35 PIPE.

3. DEPTH OF UTILITY LINE IS BASED ON LIMITED FIELD DATA AND NOGALES PUBLIC WORKS

REMAKRS, FIELD VERIFICATION IS REQUIRED.

4. 2.9' SEPARATION BETWEEN SEWER AND WATER. EXTRA PROTECTION IS NEEDED FOR WATER

LINE, PER MAG SECTION 610.

5. CONTRACTOR SHALL LOCATE AND AVOID ANY EXISTING TAP CONNECTIONS IN MANHOLE.

6. CONTRACTOR SHALL CONFIRM DEPTH/INVERT OF SEWER PIPE AT BUILDING TIE-IN

LOCATION. ABANDONMENT OF EXISTING LATERAL AT BUILDING TIE-IN LOCATION PER

DETAIL S2 ON SHEET 11.

7. ABANDONMENT OF LATERAL PIPE ON THE INSIDE OF IOI IS NOT PART OF THIS CONTRACT.

SEE SHEET 2, "WORK RECOMMENDED TO BE PERFORMED UNDER THE CURED IN PLACE PIPE

(CIPP) CONTRACT" NOTE 1.

8. ANY DISTURBANCES MADE TO THE SITE DURING CONSTRUCTION SHALL BE RESTORED TO

EXISTING CONDITIONS BY CONTRACTOR.

9. PIPE DEFLECTION SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION.

10. TEE FITTING SHALL BE CAPPED ON TOP BRANCH.

KEY NOTES:

CUT , PLUG AND GROUT EXISTING

SEWER LATERAL CONNECTION TO

IOI PER DETAIL ON THIS SHEET

2 CONSTRUCT 45° ELBOW

3 CONSTRUCT 8" Ø PVC SDR-35 SEWER

PIPE AS SHOWN

4 CONSTRUCT 8" SEWER CLEANOUT

PER MAG DETAIL 441 ON SHEET 8

Feet 0 20 40

Fe et

MATERIALS LIST

ITEM UNIT QUANTITY

PROPOSED LATERAL

8" PVC SDR-35 PIPE LF 416

SEWER CLEANOUT EA 3

45° ELBOW EA 1

6" TO 8" PVC ADAPTER FITTING EA 1

8" STANDARD TEE FITTING EA 1

ABANDONMENT

WATERTIGHT CEMENT NON-SHRINK GROUT (LOW STRENGTH) LF OF PIPE 19

EXPANDABLE PLUG EA 4

#20 COPPER TRACER WIRE WITH YELLOW INSULATION LF 16 TO 24

ABANDONMENT MONUMENT EA 2

' G

R O

U T

SECTION OF

PIPE REMOVED

1' GROUT FILL

EXPANDABLE PLUG

WATERTIGHT CEMENT

NON-SHRINK GROUT

IOI

30" RCP

ABANDONMENT DETAIL AT SITE #5

N.T.SSECTION VIEW

90°

FLEISCHER PARK

COMPACTED SOIL

REMAINING PIPE TO BE

ABANDONED IN PLACE

SEE DETAIL S2 ON

SHEET 11 FOR

ABANDONMENT AT

UPSTREAM END

E O

8" MIN.

HOHOKAM DR.

PAVED ROADWAY

CUT AND GROUT FILL EXISTING

SEWER LATERAL CONNECTION TO

BUILDING PER DETAIL S2 ON SHEET 11

AND CONNECT PROPOSED LATERAL

PIPE TO BUILDING DRAIN USING 4" TO

8" PVC ADAPTER

EXISTING TAP

CONNECTION

SEE NOTE 7

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

4-22-21

COPPER TRACER WIRE AND BRICK

ANCHOR PER MAG DETAIL 427 AND

ABANDONMENT MONUMENT PER RWRD

DETAIL 503 ON SHEET 11

S S

IOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOI

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

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

PROPOSED LATERAL ALIGNMENT

FOR CONNECTION TO IOI MH#52

NEW MANHOLE AT

CUTOFF POINT

EXISTING 4" Ø ACTIVE

LATERAL

IOI MH #52

RIM ELEV. 3703.11'

INV. ELEV. 3694.56'

N = 139527.66 E = 1004460.28

PLUG AND ABANDON EXISTING

LATERAL CONNECTION TO IOI

407.7 FT DOWNSTREAM OF IOI MH #51

SEE NOTE 1

EXISTING 16"

WATER LINE

. PR

O D

U C

E R O

MANUFACTURING

OUTSOURCING

SVCS

WAREHOUSE

BUILDING

EXISTING NON-STANDARD MANHOLE

N = 139393.48 E = 1004612.39

2 TRENCH/EXCAVATION

BOUNDARY

TIE-IN LOCATION

N=139408.02 E=1004626.42

N54° 14' 30"W 204.73' 3

20'

TOP OF 30" Ø RCP PIPE

CROWN EL. 3697.06'±

IOI MH #52

STA. 2+15.0

RIM ELEV. 3703.11'

INV. ELEV. 3694.56'

N=139527.66 E=1004460.28

4.2'

PROPOSED LATERAL

INV. EL. 3699.13'

PROPOSED 8" Ø

SDR-35 PVC PIPE

L = 204.73' @ 0.33 % SLOPE

EXISTING GROUND

PROPOSED 8" Ø TAP

INV. EL. 3698.45'

PROPOSED 48" Ø CONCRETE

MANHOLE PER MAG 420

SEE SHEET 10

PROVIDE 8" TEE FITTING

AT TAP CONNECTION

SEE NOTE 5

TOP OF 8" Ø CITY MAIN

CROWN EL. 3697.73'±

INV. EL. 3697.06'±

D C B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

PLAN AND PROFILE: LATERAL SITE #7 IOI MH #52

PROJECT LOCATION:

2636 N. DONNA AVE.,

NOGALES, AZ 85621

CUT, PLUG, AND GROUT EXISTING SEWER LATERAL

CONNECTION TO IOI PER DETAIL ON THIS SHEET

2 CONSTRUCT 48" Ø MANHOLE PER MAG 420 DETAIL

ON SHEET 10

3 CONSTRUCT 8" Ø PVC SDR-35 SEWER PIPE AS

SHOWN

NOTES:

1. CUT, PLUG, AND GROUT EXISTING LATERAL CONNECTION TO THE IOI PER DETAIL ON THIS SHEET. EXISTING

LATERAL JOINS THE IOI THROUGH A MAKE-SHIFT MANHOLE. SEE "WORK RECOMMENDED TO BE PERFORMED

UNDER THE CURED IN PLACE PIPE (CIPP) CONTRACT" NOTE 2.2.

2. DEPTH/ELEVATION OF LATERAL AT TIE-IN LOCATION IS ESTIMATED USING CROWN EL. OF IOI AT CONNECTION POINT, 6" OF LATERAL DROP CONNECTION, AND ASSUMING A MINIMUM LATERAL SLOPE OF 0.84%. FIELD

VERIFICATION OF THE DEPTH IS REQUIRED DURING CONSTRUCTION.

3. PROVIDE NEW 48" Ø MANHOLE AT CUTOFF POINT. MANHOLE PER MAG STANDARD DETAIL 420. FRAME AND

COVER PER MAG STANDARD DETAIL 423-1. SEE SHEET 10.

4. ABANDONMENT OF LATERAL PIPE ON THE INSIDE OF IOI IS NOT PART OF THIS CONTRACT. SHEET 2, "WORK RECOMMENDED TO BE PERFORMED UNDER THE CURED IN PLACE PIPE (CIPP) CONTRACT" NOTE 1.

5. TEE FITTING SHALL BE CAPPED ON TOP BRANCH.

KEY NOTES:

Feet 0 20 40

Fe et

Feet 0 20 40

ABANDONMENT DETAIL AT SITE #7

SECTION VIEW

MATERIALS LIST

ITEM UNIT QUANTITY

PROPOSED LATERAL

8" PVC SDR-35 PIPE LF 205

48" Ø CONCRETE MANHOLE EA 1

24" Ø CAST IRON MANHOLE

COVER EA 1

8" STANDARD TEE FITTING EA 1

ABANDONMENT

EXPANDABLE PLUG EA 2

WATERTIGHT CEMENT

NON-SHRINK GROUT (LOW

STRENGTH)

LF OF PIPE 20

#20 COPPER TRACER WIRE

WITH YELLOW INSULATION LF 5

ABANDONMENT

MONUMENT EA 1

SECTION OF PIPE REMOVED

8" MIN.

IOI

30" RCP PIPEEXISTING TAP CONNECTION

SEE NOTE 4

EXISTING CONCRETE

NON-STANDARD MANHOLE

SEE SHEET 2 NOTE 2.2

GROUT PIPE UP TO

CUTOFF POINT PER PLAN

EXISTING GROUND

EXPANDABLE PLUG

WATERTIGHT CEMENT

NON-SHRINK GROUT

TRACER WIRE

N.T.S

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

18' GROUT FILL 2' GROUT FILL

4.7"

4-22-21

PROVIDE COPPER TRACER WIRE AND BRICK

ANCHOR PER MAG DETAIL 427 AND ABANDONMENT

TOP OF 30" Ø RCP PIPE

CROWN EL. 3689.71'±

IOI MH #52B

STA. 2+00.4

RIM ELEV. 3697.35'

INV. ELEV. 3687.21'

N=140042.25 E=1003844.14

PROPOSED LATERAL

TIE-IN INV. EL. 3694.07'

CONNECT TO EXISTING

4" Ø LATERAL PIPE PER

DETAIL ON THIS SHEET

PROPOSED 8" Ø

SDR-35 PVC PIPE

EXISTING GROUND

PROPOSED 8" Ø TAP

INV. EL. 3692.12'

L = 200.35' @ 1.0 % SLOPE

EXISTING NE 4" Ø TAP

INV. 3690.15'

TWO-WAY 8" CLEANOUT PER MAG 441

STA. 0+00.0

8" CLEANOUT PER MAG 441

STA. 0+20.0

3.9'

PROVIDE 8" TEE FITTING

AT TAP CONNECTION

SEE NOTE 8

X X

IOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOIIOI

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

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

IOI MH #52B

RIM ELEV. 3697.35'

INV. ELEV. 3687.21'

N = 140042.25 E = 1003844.14

EXISTING 16" WATER LINE

TO BE AVOIDED DURING

EXCAVATION

GVS

WAREHOUSE BUILDING CHAMBERLAIN

WAREHOUSE BUILDING

EXISTING WALL

PROPOSED LATERAL ALIGNMENT

FOR CONNECTION TO IOI MH#52B

DOUBLE 45° BEND

SEPARATED BY 20' PIPE

EXISTING 4" Ø ACTIVE LATERAL

ABANDONMENT PER DETAIL ON

THIS SHEET

SEE NOTE 2

EXISTING NE 4" Ø TAP

TRENCH/EXCAVATION

BOUNDARY

S87° 04' 51"W 20.00'

L=180.35', R=4315.49' Δ=2.39

15'

TIE-IN LOCATION

N=139918.74 E=1003996.22

D C B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

PLAN AND PROFILE: LATERAL SITE #8 IOI MH #52B

PROJECT LOCATION:

1450 N. HOHOKAM DR.,

NOGALES, AZ 85621

NOTES:

1. CLEANOUT SIZE SHALL BE THE SAME AS THE PIPE BEING

CONNECTED TO.

2. CUTOFF POINT BETWEEN EXISTING AND PROPOSED LATERAL

SHALL BE WHERE THE EXISTING LATERAL CONNECTS TO THE

IOI PRIOR TO THE 2' DROP CONNECTION TO THE IOI.

3. ABANDONMENT OF LATERAL PIPE ON THE INSIDE OF IOI IS

NOT PART OF THIS CONTRACT. SEE SHEET 2, "WORK

RECOMMENDED TO BE PERFORMED UNDER THE CURED IN

PLACE PIPE (CIPP) CONTRACT" NOTE 1.

4. PROPOSED SEWER CONNECTION TO IOI MANHOLES SHALL BE

THROUGH AN 8" PVC SDR-35 PIPE.

5. CONTRACTOR SHALL CONFIRM DEPTH/INVERT OF EXISTING

SEWER PIPE AT TIE-IN LOCATION.

6. ANY DISTURBANCES MADE TO THE SITE DURING

CONSTRUCTION SHALL BE RESTORED TO EXISTING

CONDITIONS BY CONTRACTOR.

7. PIPE DEFLECTION SHALL NOT EXCEED MANUFACTURER'S

RECOMMENDATION.

8. TEE FITTING SHALL BE CAPPED ON TOP BRANCH.

CUT, PLUG AND GROUT EXISTING SEWER

LATERAL CONNECTION TO IOI PER

DETAIL ON THIS SHEET

2 CONSTRUCT 45° ELBOW BEND

3 CONSTRUCT 8" Ø PVC SDR-35 SEWER

PIPE AS SHOWN

4 CONSTRUCT 8" SEWER CLEANOUT

PER MAG DETAIL 441 ON SHEET 8

5 PROVIDE 4" TO 8" PVC ADAPTER

KEY NOTES:

MATERIALS LIST

ITEM UNIT QUANTITY

PROPOSED LATERAL

8" PVC SDR-35 PIPE LF 200

SEWER CLEANOUT EA 3

45° ELBOW EA 1

4" TO 8" PVC ADAPTER FITTING EA 1

8" STANDARD TEE FITTING EA 1

ABANDONMENT

WATERTIGHT CEMENT NON-SHRINK

GROUT (LOW STRENGTH) LF OF PIPE 2

EXPANDABLE PLUG EA 1

2' G

R O

U T

EXPANDABLE PLUG

IOI

30" RCP

ABANDONMENT DETAIL AT SITE #8

N.T.SSECTION VIEW

90°

EXISTING GROUND

EXISTING TAP CONNECTION

SEE NOTE 3

PIPE TO SOURCE

(TO REMAIN)

EXISTING 90° ELBOW TO BE

REMOVED AND REPLACED WITH

4" TO 8" PVC ADAPTER FITTING

PROPOSED 4" TO

8" PVC ADAPTERPROPOSED 8" Ø

PVC SDR-35 PIPE

PER PLAN VIEW

EXISTING 4" Ø

LATERAL PVC PIPE

(TO REMAIN)

Fe et

Feet 0 20 40

CONSTRUCT TWO-WAY 8" SEWER

CLEANOUT PER MAG DETAIL 440-2

ON SHEET 9

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

4-22-21

B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

DETAILS SHEET

PROJECT LOCATION:

NOGALES, ARIZONA

THE WORD 'SEWER'

ON COVER

UNPAVED STREETS

AND ALLEYS

PAVED STREETS

AND ALLEYS

COMPACTED BACKFILL

OR UNDISTURBED EARTH

STANDARD

45° BEND

STANDARD

45° BEND

VIT. CLAY PIPE

PER SECT. 743

SIZE OF PIPE

AS SHOWN

ON PLANS

FLOW LINE ELEVATION

SHOWN ON PLANS TO

THIS POINT

STATION AND LENGTH SHOWN

ON PLANS TO THIS POINT

TO BE LAID ON UNDISTURBED

EARTH OR COMPACTED SELECT

MATERIAL (TYPE B) OR A.B.C.

ONE FULL

LENGTH OF

PIPE

CLEANOUT INSTALLATION SEWER TAP AT CLEANOUT

6"x8" OR 4"x8"

VITRIFIED CLAY

INCREASER

8"x8" WYE

CLASS 'AA' CONC.

PER SECT. 725, 6"-8"

THICK, 40" DIA.

5" M

4" M

A X

8" V.C.P.

4" OR 6" V.C.P.

TAP TO PROPERTY

LINE

8" C.I. FRAME

AND COVER DET. 270

END OF SEWER TAP TO BE SEALED AND

MARKED IN ACCORDANCE WITH DET. 440

SEWER CLEANOUT441

DETAIL NO.

ENGLISH

STANDARD DETAIL REVISED

01-01-2001 441

DETAIL NO.

NOTES:

TRENCH BACKFILL AND

200-1 SURFACE REPLACEMENT

DETAIL NO.

ENGLISH

STANDARD DETAIL REVISED

01-01-2020 200-1

DETAIL NO.

TRENCH WIDTH

PER SECTION 601.2

BASE:

A.B.C. PER SECT.

702 & 601

12" MIN OR

MATCH EXISTING

BASE, WHICHEVER

IS GREATER

FINAL BACKFILL:

CLSM, A.B.C, GRANULAR

BACKFILL, OR NATIVE

BACKFILL (SEE NOTES)

SHELF

48" MIN12"

MIN

12"

MIN

TRENCH WIDTH

PER SECTION 601.2

BASE:

A.B.C. PER SECT.

702 & 601

48" MIN12"

MIN

12"

MIN

A.C. SURFACE &

BASE COURSES

(SEE NOTE 1)

24"

TRENCH WIDTH

PER SECTION 601.2

BASE:

A.B.C. PER SECT.

702 & 601

A.C. SURFACE &

BASE COURSES

(SEE NOTE 1)

MATCH EXISTING

THICKNESS

(FOR PAVEMENT > 4" THICK)

TRENCH WIDTH

PER SECTION 601.2

12"

MIN

12"

MIN

SURFACING: MATCH

TYPE & THICKNESS

OF EXISTING

(TRENCH NOT UNDER CONCRETE OR ASPHALT PAVEMENT)

48" MIN

BASE (IF EXISTING):

MATCH TYPE &

THICKNESS

OF EXISTING, BUT

NO LESS THAN 9"

TRENCH WIDTH

PER SECTION 601.2

(TRENCH IN FUTURE ROADWAY PRISM OR ALLEY)

24"

MATCH ADJACENT GROUND SURFACE

WHEN FINAL STREET ELEVATION IS UNKNOWN.

OTHERWISE, PLACE TO FINISHED SUBGRADE.

BASE:

A.B.C, GRANULAR

BACKFILL, OR *NATIVE

BACKFILL (SEE NOTES)

1. PAVEMENT MATCHING, BASE COURSES AND SURFACE REPLACEMENT SHALL BE IN ACCORDANCE WITH SECTION 336 UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS.

2. TRENCH EXCAVATION, BACKFILLING AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 601. NATIVE BACKFILL SHALL ONLY BE USED WITH AGENCY APPROVAL.

3. CLSM SHALL BE 1/2-SACK OR 1-SACK PER SECTIONS 604 AND 728.

4. MATERIAL FOR FINAL BACKFILL AND BASE (IF APPLICABLE) SHALL BE AS NOTED HEREIN UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS.

5. FINAL BACKFILL SHALL BE CLSM FOR TRENCH DEPTHS GREATER THAN 4 FEET UNLESS A SAFE (OHSA COMPLIANT) WORKING SPACE AT LEAST 30" WIDE IS PROVIDED TO CONDUCT COMPACTION TESTING.

6. PROVIDE MINIMUM 12" WIDE SHELF AS SHOWN IN "T-TOP" TRENCH REPAIR AT ENDS OF TYPE "A" TRENCH REPAIR EXCEPT WHERE EDGE ABUTS EXISTING CONCRETE.

7. USE "T-TOP" PAVEMENT REPLACEMENT WHERE A TRENCH IS NOT PARALLEL TO A STREET OR GOES THROUGH AN INTERSECTION.

8. THE JOINT LOCATION OR JOINT CONFIGURATION MAY VARY FROM THAT SHOWN TO ELIMINATE REMNANTS, TO ELIMINATE FULL DEPTH SAWCUT JOINTS FROM BEING LOCATED WITHIN A WHEEL PATH AS REQUIRED BY SECTION 336, OR WHEN AN OFFSET JOINT IS CONSTRUCTED. SEE DETAIL 200-2 FOR REMNANT PAVEMENT REMOVAL REQUIREMENTS.

9. SAWCUT OR MILL EDGE AND APPLY TACK COAT. FOR PERMANENT PAVEMENT, APPLY 2-1/2" WIDE SECTION 337.2.1 COMPLIANT JOINT SEALANT AS REQUIRED BY AGENCY - SEE DETAIL ON 200-2.

10. EXPOSED COPPER OR POLYETHYLENE WATER PIPE UP TO 2" IN DIAMETER IN TRENCHES TO BE BACKFILLED WITH CLSM SHALL BE WRAPPED WITH MINIMUM 3/4" THICK PREFORMED PIPE-COVERING FOAM INSULATION BEFORE

PLACING CLSM.

SAWCUT OR MILL EDGE, TACK & SEAL

SEE NOTES 8 & 9

TRENCH CROSS-SECTION

TYP. SEE DETAIL 200-2.

TRENCH CROSS-SECTION

TYP. SEE DETAIL 200-2.

TRENCH CROSS-SECTION

TYP. SEE DETAIL 200-2.

TRENCH CROSS-SECTION

TYP. SEE DETAIL 200-2.

TRENCH CROSS-SECTION

TYP. SEE DETAIL 200-2.

"T TOP" TRENCH REPAIR TYPE "A" TRENCH REPAIR TYPE "B" TRENCH REPAIR

OFFSET JOINT

TYPE "D" TRENCH REPAIR TYPE "E" TRENCH REPAIR

6" MIN

AC SURFACE COURSE REPLACEMENT

MILL

2" MIN

THICKNESS

4" MIN

(12" MIN)

EDGE OF BASE FOR TYPE 'B'

AND 'T' TOP TRENCH REPAIR

EDGE OF BASE FOR

TYPE 'A' TRENCH REPAIR

EXIST AC

REPLACED AC BASE COURSE

FULL DEPTH PVMT CUT

FINAL BACKFILL:

CLSM, A.B.C, GRANULAR

BACKFILL, OR NATIVE

BACKFILL (SEE NOTES)

FINAL BACKFILL:

CLSM, A.B.C, GRANULAR

BACKFILL, OR NATIVE

BACKFILL (SEE NOTES)

FINAL BACKFILL:

CLSM, A.B.C, GRANULAR

BACKFILL, OR *NATIVE

BACKFILL (SEE NOTES)

FINAL BACKFILL:

CLSM, A.B.C, GRANULAR

BACKFILL, OR NATIVE

BACKFILL (SEE NOTES)

(USE FOR TRANSVERSE TRENCH REPAIRS, SEE DETAIL 200-2) (USE FOR LONGITUDINAL TRENCH REPAIRS, SEE DETAIL 200-2) (USE FOR TRANSVERSE TRENCH REPAIRS IF SPECIFIED BY AGENCY)

RESTORE SURFACE OUTSIDE OF TRENCH LINES DAMAGED

DURING CONSTRUCTION WITH LIKE MATERIAL TO ORIGINAL CONDITION

SAWCUT OR MILL EDGE, TACK & SEAL

SEE NOTES 8 & 9

SAWCUT OR MILL EDGE, TACK & SEAL

SEE NOTES 8 & 9

OFFSET JOINT

OPTION (TYP)

OFFSET JOINT

OPTION (TYP)

OFFSET JOINT

OPTION (TYP)

*NATIVE BACKFILL WITH

AGENCY APPROVAL TYP.

WHERE ROADWAY IS NOT

PLANNED FOR MORE THAN

TWO YEARS.

TRENCH BACKFILL AND

200-2 SURFACE REPLACEMENT

DETAIL NO.

ENGLISH

STANDARD DETAIL REVISED

01-01-2020 200-2

DETAIL NO.

(TRENCH IN PAVEMENT PARALLEL TO TRAFFIC)

C OF STREET

EXISTING S/W TYP.

TRENCH

EXISTING C/G TYP.

EXISTING

PAVEMENT

C OF STREET

TRENCH

EXISTING C/G TYP.

EXISTING

PAVEMENT

(TRENCH IN PAVEMENT NOT PARALLEL TO TRAFFIC)

TRENCH

EXISTING

S/W TYP.

REMOVE IF REMNANT

IS 48" WIDE OR LESS AND

RESTORE PER DETAIL 200-1

CURB, GUTTER, CONCRETE

PAVEMENT OR OTHER

CONCRETE STRUCTURE

TYPE "A",

TYPE "B" OR

"T-TOP"

TRENCH REPAIR

EXIST AC

BEDDING

B A

C K

TOP OF PIPE, CONDUIT

OR CONCRETE-ENCASED

DUCT BANK

12"

1. SEE SECTION 601 FOR TRENCH EXCAVATION, BACKFILLING AND COMPACTION REQUIREMENTS.

2. SEE DETAIL 200-1 FOR DETAILED TRENCH REPAIR REQUIREMENTS FOR TRENCH TYPES NOTED HEREIN.

3. SEE DETAIL 211 FOR REQUIREMENTS REGARDING THE USE OF PLATING TRANSVERSE TRENCHES. USE OF STEEL PLATES SHALL NOT EXCEED 72 HOURS AFTER COMPLETION OF BACKFILL AND PRIOR TO FINAL PATCHING.

FOUNDATION

SPRINGLINE

FINAL BACKFILL

HAUNCHING

MINIMUM WIDTH AT

SPRINGLINE ON EACH

SIDE OF PIPE

TRENCH WIDTH

REMNANT PAVEMENT REMOVALTRENCH CROSS-SECTION DETAIL

NOTES:

LONGITUDINAL TRENCH TRANSVERSE TRENCH

EDGE OF CONCRETE

2-1/2"

JOINT SEALANT DETAIL

JOINT/CUT

EXISTING

PAVEMENT

PATCH

SEALANT

NOT USED

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

4-22-21

%%UNOTE:

B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

DETAILS SHEET 2

PROJECT LOCATION:

NOGALES, ARIZONA

ZONE A

ZONE B

4' 4'2' V A

VARIES

GRAVITY

SANITARY

SEWER MAIN

GRAVITY SANITARY SEWER

NOTES:

ZONE A: NO WATER LINES ALLOWED/MINIMUM SEPARATION.

ZONE B: EXTRA PROTECTION REQUIRED FOR WATER LINES.

* REFER TO SECTION 610, WATER LINE CONSTRUCTION.

WATER AND SANITARY SEWER

404-1

DETAIL NO.

SEPARATION/PROTECTION

ENGLISH

STANDARD DETAIL REVISED

404-1

DETAIL NO.

01-01-2020

WATER LINE EXCLUSION AND EXTRA PROTECTION ZONES*

10' MIN.

PERPENDICULAR PERPENDICULAR

ENCASEMENT FOR PIPE CROSSING*

LOWER WATER OR

SEWER MAIN

6" 6"

SECTION A-A

R A

N D

N C

4" 2"2"

V A

(4) NO.4 BARS

NO. 3 STIRRUPS

PERPENDICULARPERPENDICULAR

10' MIN.

24" 36"

HIGHER WATER OR

SEWER MAIN

V A

WATER AND SANITARY SEWER

404-3

DETAIL NO.

SEPARATION/PROTECTION

10' MIN. 10' MIN.

ENGLISH

STANDARD DETAIL

36" O.C.

REVISED

404-3

DETAIL NO.

1. CLASS 'C' CONCRETE AS PER SECTION 725.

NOTES:

01-01-2020

*REFER TO SECTION 610, WATER LINE CONSTRUCTION.

STIRRUPS

EDGE SPACING

STIRRUPS

SPACING

TYPE 'B' - SEWER BUILDING CONNECTION

TWO-WAY CLEANOUT AND METER BOX AT R/W440-2

DETAIL NO.

STANDARD DETAIL

ENGLISH

REVISED

440-2

DETAIL NO.

01-01-2007

SIZE OF TAP SHALL BE DESIGNATED ON

PLANS.

CONSTRUCT TAP AT MINIMUM SLOPE IF

COVER WILL BE LESS THAN 5' AT

PROPERTY LINE.

END OF TAP TO BE SEALED AND

MARKED AS NOTED.

IF DEPTH REQUIRES, MINIMUM SLOPE CAN

BE REDUCED TO 1/8" PER FOOT PROVIDED

STUB IS STAKED TO GRADE.

CONSTRUCTION DETAIL APPLIES WHERE

CONTRACTOR BUILDS HOUSE CONNECTION.

TAP EXTENDS TO PROPERTY LINE IN

ALLEYS OR STREETS OR TO EASEMENT LINE.

ALL FITTINGS SHALL BE INSTALLED IN

ACCORDANCE WITH ASTM D-2321. THE

CONTRACTOR MAY VARY FROM THE

DRAWING TO USE THE APPROPRIATE WYES,

TEE-WYES AND BENDS TO ENSURE NO

MISALIGNMENT OF THE PIPE AND FITTINGS.

BLOCK OR BRACE FITTING JOINTS TO

ENSURE ZERO DEGREES ANGULAR JOINT

DEFLECTION.

M A

FLOW

4" OR 6"

45° WYE BRANCH

4" OR 6"

45° BENDS

SEWER PIPE

MAX: 6" = 7/8" PER FT.

MAX: 4" = 1-1/2" PER FT.

MIN: 4" OR 6" = 1/4" PER FT.

SLOPE:

SLOPE

VARIABLE)

MAIN (SIZE

2" x 4" METAL STUD OR

20 GUAGE COPPER

WIRE WITH YELLOW

INSULATION AT P

4" OR 6"

ELECTRONIC MARKER

2- WAY CLEANOUT

W/ THREADED CAPS

#2 METER BOX PER

DETAIL 320

INVERT OF SERVICE LINE TO BE

AT OR ABOVE CROWN OF MAIN

ELECTRONIC MARKER SHALL BE A

3M MODEL 1424-XR/iD [4" DIAMETER SELF

LEVELING MARKER BALL GREEN IN COLOR]

OR APPROVED EQUAL OR AS REQUIRED

BY THE LOCAL AGENCY.

8.# 14 BARE COPPER LOCATOR WIRE

ACCESSIBLE AT R/W AND AT

PROPERTY OWNER CLEANOUT

BOX NO GREATER THAN 4' DEEP.

2' M

R/W LINE

N O

STAMP OR WELD THE LETTER "S" ON LID

OF METER BOX.

9.LEVEL

ELECTRONIC MARKER

(WHEN SPECIFIED BY LOCAL AGENCY)

4' M

A X

NOT USED

TAP TO MANHOLE PER PLAN AND PROFILE

PRESSURIZED SANITARY SEWER

NOT USED

B I

3- 1/

2" F

J J

K K

L L

G H

J K K L L

3- 1/

2" J

WATER METER BOX

COVER FITTING BOX NO. 1, 2, 3,

OR 4 AS REQUIRED.

SEE APPLICABLE DETAIL

PLAN VIEW

SECTION B-B

SECTION A-A

METER BOX DIMENSIONS

BOX NUMBERDIMS 1 2 3 4

A B C D E F G H I J K L M

18-1/2" 11-3/4"

12" 14" 16"

9-1/4" 7"

9-1/4" 5-7/8" 1-1/2" 3/4" 1/4" 16"

25" 17-1/4"

12" 20"

22-1/8" 14-1/2" 12-1/2" 14-1/4" 8-5/8" 1-1/2" 1/2" 1/2"

21-7/8"

28-3/8" 17-5/8"

12" 24"

26-1/4" 15-1/8"

13" 15-1/4" 8-7/8" 2-1/4" 3/4" 1/2" 26"

33-1/8" 22-3/8"

12" 27-3/4" 30-5/8" 19-3/4"

17" 19-3/4" 11-1/8" 1-1/2" 5/8" 5/8"

30-1/2"

METER

1-1/2"

METER

5/8" OR

3/4" METER

DETAIL NO.

ENGLISH

STANDARD DETAIL REVISED

DETAIL NO.

01-01-2017

O 1/2" 1/2" 1/2" 5/8"

NON TRAFFIC RATED

WATER METER BOXES

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

4-22-21

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

OR FORCE

AutoCAD SHX Text

SEWER MAIN

AutoCAD SHX Text

SANITARY

AutoCAD SHX Text

ZONE B

AutoCAD SHX Text

ZONE A

AutoCAD SHX Text 6'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 6'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

ZONE B

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

B A Δ

PREPARED BY: 2424 E. Broadway Blvd., Suite 200 Tucson, AZ 85719

(520) 561-6467 ngeneng.com

WASTEWATER DESIGN OF LATERAL CONNECTIONS TO THE

INTERNATIONAL OUTFALL INTERCEPTOR (IOI) IN NOGALES, ARIZONA

DETAILS SHEET 3

PROJECT LOCATION:

NOGALES, ARIZONA

TYPE 'A' TOP

420-1

(PRECAST ECCENTRIC CONICAL TOP MANHOLE)

CONCRETE SANITARY SEWER MANHOLE

DETAIL NO. STANDARD DETAIL

ENGLISH 01-01-2015

REVISED

420-1

DETAIL NO.

USE BUTYL RUBBER

MASTIC JOINT

SEALANT ON ALL

JOINTS; EXCEPT TOP

ADJUSTMENT RINGS

8" IF MANHOLE IS 13' OR LESS

12" IF MANHOLE IS OVER 13'

OVERALL ADJUSTMENT

RING HEIGHT SHALL BE

12" MIN TO 18" MAX (TYP)

NOTES:

1. PRECAST STEEL REINFORCED MANHOLE SECTIONS

SHALL BE MANUFACTURED IN ACCORDANCE WITH

ASTM C 478 EXCEPT AS MODIFIED HEREIN.

2. CAST-IN-PLACE MANHOLE BASE TO BE CONSTRUCTED

IN ONE PLACEMENT.

3. CAST-IN-PLACE MANHOLE BASE SHELF AND CHANNEL

TO RECEIVE SMOOTH TROWEL FINISH.

4. MANHOLE COATINGS PER AGENCY.

5. SEE MAG DETAIL 422 FOR FINAL ADJUSTMENT TO

GRADE.

6. ANY MANHOLE OVER 20' SHALL REQUIRE ENGINEER

(STRUCTURAL) CALCS.

7. THE MANHOLE ACCESS POINT SHALL BE ORIENTED IN

SUCH A WAY THAT THE OPENING IS DIRECTLY ABOVE

THE LOWEST INVERT, OR AS OTHERWISE DIRECTED BY

THE PLANS OR ENG.

8. FOR PRECAST BASE SEE DETAIL 420-2.

9. FLAT TOPS SHALL ONLY BE USED WITH APPROVAL

FROM THE ENGINEER.

PRECAST RISER

SECTIONS AS REQUIRED

24" OR 30" FRAME

& COVER PER DET.

423, 424, 425 (TYP)

(PRECAST FLAT TOP M.H.)

8" TYP.

3" MIN.

5" MAX.

KEYWAY PRESSED INTO

BASE TO MATCH

PRECAST RISER

DIAMETER

PER PLAN

FLAT REINFORCED

CONC. TOP

FINISH

GRADE

(TYP)

24" TO 26-3/4" ON 48"

MANHOLE 30" ON

60" MANHOLE (TYP)

CEMENT MORTAR

CLASS "A"

CONCRETE BASE PER

SECTION 725, 505

30" MIN.

36" MAX.

24" MAX ADJUSTING

RINGS PER DETAIL

422 (TYP)

CONCRETE SHELF SHALL

BE PER DETAIL 420-3

SECTION A-A

24"

MAX.

30"DIA MIN.

FLOW

420-3

DETAIL NO. STANDARD DETAIL

ENGLISH 01-01-2015

REVISED

420-3

DETAIL NO.

CONCRETE MANHOLE BASE

IF NO SIDE SEWERS, FORM

ONE CONTINUOUS CHANNEL

CHANNEL TRANSITION SHALL BE

CONSISTENT FROM INLET TO OUTLET OF

MANHOLE TO FACILITATE SMOOTH

TRANSITIONS AND ACCOMMODATE

CORRESPONDING MANDREL.

SECTION A-A

TYPICAL CHANNEL

TOP OF SHELF TO

TOP OF PIPE

(MIN 2% SLOPE)

NOT

TO EXCEED 3"

90° MIN ANGLE

2"± RADIUS

90° MIN ANGLE

CHANNEL, FORMED WITH PRECAST

AND CAST IN PLACE BASE, (TYP).OUTLET PIPE PER

APPROVED PLANS

OUTLET PIPE

PER APPROVED

PLANS

SEE DETAIL 420-2 FOR NOTES

FLOW

FLOWFLOW

PROVIDE A ±12 INCH

TANGENT AT ALL

PIPE CONNECTIONS

(TYP)

2"± RADIUS

420-2

DETAIL NO. STANDARD DETAIL

ENGLISH

REVISED

420-2

DETAIL NO.

PRECAST CONCRETE MANHOLE BASE 01-01-2015

PROVIDE 1' LENGTH OF

FACTORY PRODUCED CLAY

PIPE

STANDARD LENGTH PIPE

PROVIDE 2' LENGTH OF

FACTORY PRODUCED EXTRA

STRENGTH VITRIFIED CLAY

PIPE

FLOW

OUTLET PIPE PER

APPROVED PLANS

UNDISTURBED

NATIVE SOIL5

FLOW

8" MIN.

TRENCH FACE (TYP)

24" CAST IRON

MANHOLE FRAME AND COVER423-1

DETAIL NO.

ENGLISH

STANDARD DETAIL REVISED

423-1

DETAIL NO.

01-01-2020

FRAME TOP VIEW COVER TOP VIEW

MIN. 8 GUSSETS

W/ MIN. TAPER

5/8" TO 3/4"

FRAME WT. (CL. 35) - 180 LBS

B B

NAME OF AGENCY

OR UTILITY

REQUIRED 1/8" RAISED

COVER BOTTOM VIEW

1 3/8"

TAPER TO

1 1/4"

HEAT DATE

XXX

MANUFACTURER'S NAME

1 1/16"

26 1/8" 1 3/16"

22 3/4"

2 1/2"

COVER WT. (CL. 35) - 188 LBS

CLASS 35B

MANUFACTURER'S NAME

ORIGIN

AASHTO M306

MODEL NUMBER

AASHTO M

CLASS 35B

HEAT DATE

USA

CLASS 35B

AASHTO M306

XXX

MODEL NUMBER

MANUFACTURER'S NAME RECYCLE SIGN

XXX

IY DENTIF ICATION

U T I L I T Y T YPE

OPTIONAL LOGO

OR AREA WITH

RAISED CIRCLE

RAISED RINGS 1/8"

FLUSH 1/8"

33 3/4"

TAPER

1/2" TO

3/4"

26 3/8" 27 13/16"

1 3/16"

4 1/16"

24"

R3/4"

1/8"

BATTER 3/16"

3/16"

BATTER

NOTE:

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

TOLERANCE.

1 1/2" DEEP

A A

SECTION BSECTION CSECTION A SECTION D

3/16"

BATTER

3/4"

R1/4"

R3/8"

1 3/8" 7"

MACHINED

NOTES:

PRECAST, MANUFACTURER SHALL BE AN NATIONAL PRECAST

CONCRETE ASSOCIATION (NPCA) CERTIFIED PLANT. ENTIRE PRECAST

BASE SHALL BE MANUFACTURED AT THE PLANT PER ASTM C478.

MAG "AA" 4000 PSI CONCRETE SHALL BE USED FOR PRECAST

MANHOLE BASES.

SPRING LINE OF CAST-IN-PLACE BELL SHALL STOP AT INSIDE FACE OF

MANHOLE.

JOINTS FOR BARREL SECTION SHALL BE TONGUE AND GROOVE TYPE.

ALL LIFTING HOLES SHALL BE SEALED WITH GROUT.

ALL PRECAST MANHOLE BASES SHALL BE PLACED ON 8" MINIMUM OF

ABC PER SECTION 702 COMPACTED TO 100% MAXIMUM DENSITY.

ALL MODIFICATIONS SHALL BE APPROVED BY THE ENGINEER.

MINIMUM WALL THICKNESS SHALL BE PER ASTM C478 (MIN 5").

REINFORCEMENT SHALL BE DESIGNED BY AN ARIZONA REGISTERED

PROFESSIONAL ENGINEER.

CHANNEL TRANSITION SHALL BE CONSTANT FROM INLET TO OUTLET

OF MANHOLE TO FACILITATE SMOOTH TRANSITIONS AND

ACCOMMODATE CORRESPONDING MANDREL.

THERE SHALL BE NO HARD CONNECTIONS (GROUTED) INTO THE

MANHOLE BASE UNLESS APPROVED BY THE ENGINEER.

ALL SEWER SERVICE CONNECTIONS SHALL HAVE THE SAME

CONNECTION TYPES IN THE PRECAST MANHOLE BASE.

ALL CORE HOLES INTO THIS STRUCTURAL PRECAST BASE SHALL BE

COATED WITH AN APPROVED COATING MATERIAL.

THE MANHOLE BOTTOM SHALL EXTEND OUTSIDE THE MANHOLE

WALL A MINIMUM 6" WIDE ON 48" BASES, 7" WIDE ON 60" BASES, AND

8" WIDE ON 72" BASES. EXTENDED BOTTOM SHALL BE A MINIMUM OF

5" THICK.

ALL PIPE CONNECTIONS SHALL BE IN COMPLIANCE WITH ASTM F477

OR ASTM C425. AN EXTRA STRENGTH VCP BELL WITH A

POLYURETHANE JOINT THAT MEETS ASTM C425 MAY BE USED WITH

VCP.

DIAMETER PER PLAN

PVC SDR-35 PVC SDR-35

NOT NEEDED

DRAWN BY:

REVIEWED BY:

JOB. NO.

PROJ. NO.

SHEET

DRAWING NO.

Tariq Tariq

William O'Brien

T:\T17-001-2020 Nogales IOI 8 Laterals\AutoCAD\IOI-Laterals 100%.dwg

100% DESIGN

4-22-21

AutoCAD SHX Text

4" TYP.

AutoCAD SHX Text

8"MIN.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

CLAY PIPE

AutoCAD SHX Text

OTHER PIPE TYPES

Ø7/8" DRILL AS 7/8" DRILL AS NECESSARY FOR MACHINING

CUT AND PLUG

ABANDONED PIPE

5 FEET MAX FROM

BUILDING.

1' GROUT FILL

SECTION OF

PIPE REMOVED

8" MIN.EXPANDABLE PLUG

WATERTIGHT CEMENT

NON-SHRIN…

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