17-11260 lincolnshire muncie addendum #03 · 2018. 4. 9. · 1. sheet g001: cover sheet – sheet...

Lincolnshire Place Memory Care Facility - Muncie 00 0003 17-11260 ADDENDUM #3

February 2018 00 0003 - 1

ADDENDUM #03 TO: ALL BIDDERS RE: CHANGES TO PROJECT MANUAL AND DRAWINGS DATED 2/28/18 DATE: APRIL 9, 2018 SUBJECT: LINCOLNSHIRE PLACE MEMORY CARE CENTER MUNICE ARCHITECT PROJECT #17-11260 PLEASE ATTACH THIS ADDENDUM AND ATTACHMENTS TO THE PROJECT MANUAL FOR THIS PROJECT AND KINDLY TAKE SAME INTO CONSIDERATION IN PREPARING YOUR CONSTRUCTION COST BREAKDOWN.

TYSON AND BILLY ARCHITECTS, P.C. ___________________________________ RONALD G. BILLY JR.

THIS ADDENDUM CONSISTS OF THREE (3) PAGES AND ATTACHMENTS:

EXHIBIT B – ENVELOPE COMPLIANCE CERTIFICATE AND CHECKLIST CIVIL SHEETS C004, C005, C410, C602, C604

Addendum #03 SPECIFICATIONS

1. Section 00 3100B: AVAILABLE PROJECT INFORMATION – Exhibit B: COMcheck Compliance Reports REPLACE Envelope Compliance Certificate in its entirety

2. Section 08 7100: DOOR HARDWARE – Article 3.8 Hardware Sets A. Hardware Group No. 05 ADD the following:

Qty Description Catalog Number Finish Mfr 1 EA VIEWER 698 628 IVE

B. CHANGE Hardware Group No. 06 to the following: Qty Description Catalog Number Finish Mfr 1 EA CONT. HINGE 224HD 628 IVE 1 EA STOREROOM LOCK ND80PD X SPA 619 SCH 1 EA SURFACE CLOSER 4111 HCUSH MR SRI 689 LCN 3 EA SILENCER SR64 GRY IVE

C. Hardware Group No. 10 CHANGE trim handle to 996LNL. ADD note that “Gate automatically unlocks upon loss of power or signal from fire alarm system.”


February 2018 00 0003 - 2

D. Hardware Group No. 15 CHANGE lock to: Qty Description Catalog Number Finish Mfr 1 EA CLASSROOM LOCK AL70PD X NEP 619 SCH

DRAWINGS

1. SHEET G001: COVER SHEET – Sheet Index ADD Sheets C005: Specifications. C604: Site Details

2. SHEET C001: TITLE SHEET – Sheet index REVISE the following sheet numbers: Specifications C003-C005. Site Details C600-C604

3. SHEET C004: SPECIFICATIONS – REPLACE entire sheet with attached sheet C004. Revised sheet includes grinder pump specifications

4. ADD entire sheet C005: SPECIFICATIONS. Revised sheet includes force main specifications

5. SHEET C400: UTILITY PLAN a. CHANGE Keynote S6 to “1.25” DR 11 HDPE pressure sewer.” b. CHANGE Keynote S7 to “Triplex grinder unit.”

6. SHEET C410: SANITARY SEWER PLAN AND PROFILES – REPLACE entire sheet with attached sheet C410. Revised sheet includes updated force main inverts and added inverts at existing sanitary manhole

7. SHEET C602: SITE DETAILS – REPLACE entire sheet with attached sheet C602. Revised sheet includes details for Plastic Pipe Trench Detail and Flexible Pipe Bedding & Backfill Requirements.

8. ADD entire sheet SHEET C604: SITE DETAILS. Revised sheet includes grinder pump, bedding, and installation detail

9. SHEET A114: FINISH PLAN a. 1/A114 First Floor Partial Finish Plan REMOVE finish tag from Unit G ADA. Unit

G finish to be per typical Unit Finish Schedule on A115. Room Finish Tag in Activity Room 313, CHANGE Wall Finish to “P2, WC13.”

b. 4/A114 Typical Unit Window Detail ADD note “Cultured marble sill typical at all exterior windows except high windows “H”, “J”, and “K” at Sitting Areas 134, 234 and high windows “L” and “M” at Town Square 314. GWB to be used where culture marble sill is not required

10. SHEET A115: FINISH SCHEDULES AND DETAILS – Finish List a. Vinyl Floor (V) Finish V8, CHANGE Comments to “Shannon Floors, Woodland

Path, 6”x36”, WP57116 Malacca Teak.” b. Wallcovering (WC) Finish WC9, CHANGE Comments to “MDC, Woodbridge, Gold

Branch ETW6714, 54”, non-reversible hang, 42” vertical repeat. Reversible/straight across match.”

c. Wallcovering (WC) Finish WC10, CHANGE Comments to “DLCouch, Versa, Interlude, A177-835 Pistachio, 52/54”, reverse hang, random match.”


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d. Wallcovering (WC) Finish WC11, CHANGE Comments to “DLCouch, Versa, Interlude, A177-110 Almond, 52/54”, reverse hang, random match.”

e. Wallcovering (WC) Finish WC12, REMOVE in its entirety. Chair rail to be wood trim per 2/A114

f. Wallcovering (WC) Finish WC13, CHANGE Comments to “DLCouch, Source One, Vitruvious, 2VVU-10 Ethos, 41 ¾” w, non-reversable hang, random match.”

g. Wallcovering (WC) Finish WC15, CHANGE Comments to “DLCouch, Lanark, H2O, Solar R2-HO-03, 52”, non-reversible with straight across match.”

h. Wallcovering (WC) Finish WC17, REMOVE in its entirety 11. SHEET A115: FINISH SCHEDULES AND DETAILS – Room Finish Schedule, CHANGE

Activity Room 313 North, East, South, and West Walls to “P2, WC-13.” 12. SHEET A201 – EXTERIOR ELEVATIONS

a. Elevation 1/A201 West Elevation, ADD window tag “C” to twelve (12) pairs of single hung windows, ADD window tag “L” at four (4) fixed windows at Town Square, ADD window tag “S” at four (4) skylights at Living/Dining areas

b. Elevation 3/A201 South Elevation, REVISE Town Square 314 Clerestory to include eight (8) type “L” windows and board and batten vinyl siding detail, similar, opposite to North Elevation Clerestory

CLARIFICATIONS AND NOTIFICATIONS

1. SHEET A115: FINISH SCHEDULES AND DETAILS – Where wall covering and paint are indicated on the room finish schedule, the wall covering shall run from the floor to the chair rail or rail board, except for accent walls as indicated on 1/A114 in Corridor 131 and Corridor 231, where the wall covering shall run full height

END ADDENDUM #03

COMcheck Software Version 4.0.8.1

Envelope Compliance Certificate

Project Title:

90.1 (2007) Standard

Project Type: New ConstructionVertical Glazing / Wall Area: 19%

Location: Muncie, IndianaClimate Zone: 5a

Construction Site:1600-1700 N. Morrison Rd.Muncie, IN 47304

Owner/Agent:Steve KaufmanMCCI of Indiana, LLC175 Olde Half Day Rd.Suite #292Lincolnshire, IL 60069847-777-6933 Ext #[email protected]

Designer/Contractor:Brad MoserTyson and BIlly Architects, P.C.4000 Morsay DriveRockford, IL [email protected]

Project Information

Energy Code:

Lincolnshire Place Memory Care Facility

Building Area Floor Area

1-Multifamily : Nonresidential 34610

Envelope Assemblies

Assembly CavityR-Value

Cont.R-Value

ProposedU-Factor

Budget U-Factor(a)

Gross Areaor

Perimeter

Roof 1: Insulation Entirely Above Deck, [Bldg. Use 1 - Multifamily] 1547 --- 22.5 0.043 0.048Skylight 2: Metal Frame with Thermal Break:Plastic, With Curb, Perf.Type: Energy code default, Double Pane, Tinted , SHGC 0.46, [Bldg.Use 1 - Multifamily]

30 --- --- 1.110 1.100

Roof 2: Attic Roof with Wood Joists, [Bldg. Use 1 - Multifamily] 40163 49.0 0.0 0.021 0.027Skylight 1: Metal Frame with Thermal Break:Glass, No Curb, Perf.Type: Energy code default, Double Pane, Tinted , SHGC 0.46, [Bldg.Use 1 - Multifamily]

191 --- --- 0.700 0.690

Exterior Wall 1: Wood-Framed, 16" o.c., [Bldg. Use 1 - Multifamily] 12293 19.0 0.0 0.067 0.064Window Type A: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID v-2500 NFRC Thermal, SHGC 0.35, [Bldg. Use 1 - Multifamily] (b)

79 --- --- 0.300 0.350

Window Type B: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID v-2500 NFRC Thermal, SHGC 0.35, [Bldg. Use 1 - Multifamily] (b)

52 --- --- 0.300 0.350

Window Type C: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID v-2500 NFRC Thermal, SHGC 0.35, [Bldg. Use 1 - Multifamily] (b)

1642 --- --- 0.300 0.350

Window Type D: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID v-2500 NFRC Thermal, SHGC 0.35, [Bldg. Use 1 - Multifamily] (b)

84 --- --- 0.300 0.350

Window Type E: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID v-2500 NFRC Thermal, SHGC 0.35, [Bldg. Use 1 - Multifamily] (b)

56 --- --- 0.300 0.350

Window Type H: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID v-2500 NFRC Thermal, SHGC 0.36, [Bldg. Use 1 - Multifamily] (b)

42 --- --- 0.280 0.350

Window Type J: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID v-2500 NFRC Thermal, SHGC 0.36, [Bldg. Use 1 - Multifamily] (b)

47 --- --- 0.280 0.350

Window Type K: Vinyl/Fiberglass Frame, Perf. Specs.: Product ID v-2500 NFRC Thermal, SHGC 0.36, [Bldg. Use 1 - Multifamily] (b)

16 --- --- 0.280 0.350

Project Title:Data filename:

Lincolnshire Place Memory Care FacilityR:\Documents\17-11260_Lincolnshire Memory Care Muncie IN_Senescent Healthcare\02DRAWING FILES\Comcheck\Lincolnshire Muncie Envelope Compliance 2007.cck

04/04/18Report date:91 ofPage

Inspection ChecklistRequirements: 100.0% were addressed directly in the COMcheck software

COMcheck Software Version 4.0.8.1

Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For eachrequirement, the user certifies that a code requirement will be met and how that is documented, or that an exceptionis being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.

Energy Code: 90.1 (2007) Standard

Section#

& Req.IDPlan Review Complies? Comments/Assumptions

4.2.2[PR1]1

Plans and/or specifications provide allinformation with which compliancecan be determined for the buildingenvelope and document whereexceptions to the standard areclaimed.

CompliesDoes NotNot ObservableNot Applicable

Requirement will be met.

Location on plans/spec: Sheet G002

Additional Comments/Assumptions:

1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)




Section#

& Req.IDFooting / Foundation

InspectionPlans Verified

ValueField Verified

Value Complies? Comments/Assumptions

5.5.3.3[FO1]1

Below-grade wall insulation R-value.

R-_____ R-_____ CompliesDoes NotNot ObservableNot Applicable

See the Envelope Assembliestable for values.

5.5.3.5[FO3]1

Slab edge insulation R-value. R-_____UnheatedHeated

R-_____UnheatedHeated



5.8.1.2[FO4]1

Slab edge insulation installed permanufacturer’s instructions.



Location on plans/spec:Sheet A311

5.5.3.5[FO5]1

Slab edge insulationdepth/length.

_____ ft _____ ft CompliesDoes NotNot ObservableNot Applicable


5.8.1.7.3[FO7]1

Insulation in contact with theground has <=0.3% waterabsorption rate per ASTM C272.



Location on plans/spec:Section 07 2100






Section#

& Req.IDFraming / Rough-In Inspection Plans Verified

ValueField Verified


5.4.3.2[FR1]3

Factory-built fenestration anddoors are labeled as meeting airleakage requirements.

Fenestration_____ cfm/ft2

Doors_____cfm/ft2

Fenestration_____ cfm/ft2

Doors_____cfm/ft2



5.4.3.4[FR4]3

Vestibules are installed wherebuilding entrances separateconditioned space from theexterior, and meet exteriorenvelope requirements. Doorshave self-closing devices, and are>=7 ft apart.



5.5.4.3a[FR8]1

Vertical fenestration U-Factor. U-_____ U-_____ CompliesDoes NotNot ObservableNot Applicable


5.5.4.3b[FR9]1

Skylight fenestration U-Factor. U-_____ U-_____ CompliesDoes NotNot ObservableNot Applicable


5.5.4.4.1[FR10]1

Vertical fenestration SHGC value. SHGC:_____ SHGC:_____ CompliesDoes NotNot ObservableNot Applicable


5.5.4.4.2[FR11]1

Skylight SHGC value. SHGC:_____ SHGC:_____ CompliesDoes NotNot ObservableNot Applicable


5.8.2.1,5.8.2.4[FR12]2

Fenestration products rated inaccordance with NFRC.


Exception: Default valuesare used.

5.8.2.2[FR13]1

Fenestration products arecertified as to performance labelsor certificates provided.



Location on plans/spec:spec 08 8000

5.8.2.3,5.5.3.6[FR14]2

U-factor of opaque doorsassociated with the buildingthermal envelope meetsrequirements.

U-_____SwingingNonswinging

U-_____SwingingNonswinging








Section#

& Req.IDInsulation Inspection Plans Verified

ValueField Verified


5.4.3.1[IN1]1

All sources of air leakage in thebuilding thermal envelope aresealed, caulked, gasketed,weather stripped or wrapped withmoisture vapor-permeablewrapping material to minimize airleakage.



Location on plans/spec:G001 General Note#26,A311, Specs

5.5.3.1[IN2]1

Roof R-value. For some ceilingsystems, verification may need tooccur during Framing Inspection.

R-_____Above deckMetalAttic

R-_____Above deckMetalAttic



5.8.1.2,5.8.1.3[IN3]1

Roof insulation installed permanufacturer’s instructions.Blown or poured loose-fillinsulation is installed only wherethe roof slope is <=3 in 12.



Location on plans/spec:Spec 072126

5.5.3.1[IN4]3

Skylight curbs are insulated tothe level of roofs with insulationabove deck or R-5.

R-_____ R-_____ CompliesDoes NotNot ObservableNot Applicable


Location on plans/spec:3/A302

5.5.3.1.1[IN5]3

High-albedo roofs meet solarreflectance of 0.70 and thermalemittance of 0.75 or SRI of 82.

SR:_____SRI:_____

SR:_____SRI:_____



Location on plans/spec:Spec 073113 and 075300

5.5.3.2[IN6]1

Above-grade wall insulation R-value.

R-_____MassMetalSteelWood

R-_____MassMetalSteelWood



5.8.1.2[IN7]1

Above-grade wall insulationinstalled per manufacturer’sinstructions.



Location on plans/spec:Spec 072100

5.5.3.4[IN8]1

Floor insulation R-value. R-_____MassSteelWood

R-_____MassSteelWood



5.8.1.1[IN10]2

Building envelope insulation islabeled with R-value or insulationcertificate providing R-value andother relevant data.



5.8.1.4[IN11]2

Eaves are baffled to deflect air toabove the insulation.




5.8.1.5[IN12]2

Insulation is installed insubstantial contact with theinside surface separatingconditioned space fromunconditional space.








Section#

& Req.IDInsulation Inspection Plans Verified

ValueField Verified


5.8.1.6[IN13]2

Recessed equipment installed inbuilding envelope assembliesdoes not compress the adjacentinsulation.



5.8.1.7[IN14]2

Exterior insulation is protectedfrom damage with a protectivematerial. Verification for exposedfoundation insulation may needto occur during FoundationInspection.



Location on plans/spec:No exposed insulation.Insulation on inside of wall

5.8.1.7.1[IN15]2

Attics and mechanical roomshave insulation protected whereadjacent to attic or equipmentaccess.



Location on plans/spec:No equipment adjacent toinsulation

5.8.1.7.2[IN16]2

Foundation vents do not interferewith insulation.



5.8.1.8[IN17]3

Insulation intended to meet theroof insulation requirementscannot be installed on top of asuspended ceiling. Mark thisrequirement compliant ifinsulation is installed accordingly.



Location on plans/spec:Sheets A301, A302, A311






Section#

& Req.IDFinal Inspection Complies? Comments/Assumptions

5.4.3.3[FI1]1

Weatherseals installed on all loadingdock cargo doors in Climate Zones 4-8.


Exception: Requirement does not apply.






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7260 Shadeland Station | Indianapolis, Indiana 46256

TEL 317.547.5580 | FAX 317.543.0270

www.structurepoint.com

Project Number

CERTIFIED BY

ISSUANCE INDEX

ISSUED:

PROJECT PHASE:

REVISION SCHEDULE

NO. DESCRIPTION DATE

01/26/2018

CONSTRUCTION DOCUMENTS

2017.00769

MCCI OF

INDIANA, LLC

175 OLDE HALF DAY RD

LINCOLNSHIRE, IL

60069

SENESCENT

HEALTHCARE LLC.

1500 NORTH MORRISON

ROAD

MUNCIE, INDIANA 47304

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03/08/18

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ADDENDUM #2

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03/30/18

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PIPE SEWERS: PART 1 - GENERAL GENERAL 1.1 WORK INCLUDED WORK INCLUDED A. THIS WORK SHALL CONSIST OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE THIS WORK SHALL CONSIST OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE WORK SHALL CONSIST OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE WORK SHALL CONSIST OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE SHALL CONSIST OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE SHALL CONSIST OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE CONSIST OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE CONSIST OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE OF THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE THE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE CONSTRUCTION OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE OF STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE STORM OR SANITARY, GRAVITY SEWERS IN ACCORDANCE OR SANITARY, GRAVITY SEWERS IN ACCORDANCE OR SANITARY, GRAVITY SEWERS IN ACCORDANCE SANITARY, GRAVITY SEWERS IN ACCORDANCE SANITARY, GRAVITY SEWERS IN ACCORDANCE GRAVITY SEWERS IN ACCORDANCE GRAVITY SEWERS IN ACCORDANCE SEWERS IN ACCORDANCE SEWERS IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH THESE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE THESE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE THESE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE AND IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE AND IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE IN CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE CONFORMITY WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE WITH THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE AND GRADES SHOWN ON THE DRAWINGS. THE AND GRADES SHOWN ON THE DRAWINGS. THE GRADES SHOWN ON THE DRAWINGS. THE GRADES SHOWN ON THE DRAWINGS. THE SHOWN ON THE DRAWINGS. THE SHOWN ON THE DRAWINGS. THE ON THE DRAWINGS. THE ON THE DRAWINGS. THE THE DRAWINGS. THE THE DRAWINGS. THE DRAWINGS. THE DRAWINGS. THE THE THE THE WORK INCLUDES ALL STRUCTURES, LATERALS, AND INCIDENTAL ITEMS RELATED THERETO. 1.2 RELATED SECTIONS RELATED SECTIONS A. SECTION 014150 - TESTING OF SEWERS AND MANHOLES SECTION 014150 - TESTING OF SEWERS AND MANHOLES B. SECTION 311500- TRENCHING SECTION 311500- TRENCHING C. SECTION 321101 - AGGREGATE BASE SECTION 321101 - AGGREGATE BASE D. SECTION 330523- JACKING, BORING, AND TUNNELING SECTION 330523- JACKING, BORING, AND TUNNELING 1.3 REFERENCES REFERENCES A. ASTM D3033 - TYPE PSP POLY VINYL CHLORIDE (PVC) SEWER PIPE AND FITTINGS. ASTM D3033 - TYPE PSP POLY VINYL CHLORIDE (PVC) SEWER PIPE AND FITTINGS. B. ASTM D3034 - TYPE PSM POLY VINYL CHLORIDE (PVC) SEWER PIPE AND FITTINGS. ASTM D3034 - TYPE PSM POLY VINYL CHLORIDE (PVC) SEWER PIPE AND FITTINGS. C. ASTM D2241 - POLY VINYL CHLORIDE (PVC) PRESSURE-RATED PIPE (SDR SERIES). ASTM D2241 - POLY VINYL CHLORIDE (PVC) PRESSURE-RATED PIPE (SDR SERIES). D. ASTM D2672 - SOLVENT CEMENT JOINT SOCKETS ON BELLED PVC PRESSURE PIPE ASTM D2672 - SOLVENT CEMENT JOINT SOCKETS ON BELLED PVC PRESSURE PIPE E. ASTM F679 - POLY VINYL CHLORIDE (PVC) LARGE DIAMETER PLASTIC GRAVITY SEWER PIPE AND FITTINGS. ASTM F679 - POLY VINYL CHLORIDE (PVC) LARGE DIAMETER PLASTIC GRAVITY SEWER PIPE AND FITTINGS. F. ASTM D2321 - RECOMMENDED PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PRESSURE PIPE. ASTM D2321 - RECOMMENDED PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PRESSURE PIPE. G. ASTM D2774 - RECOMMENDED PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PRESSURE PIPE. ASTM D2774 - RECOMMENDED PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PRESSURE PIPE. H. ASTM F477 - ELASTOMERIC SEALS (GASKETS) FOR JOINING PLASTIC PIPE. ASTM F477 - ELASTOMERIC SEALS (GASKETS) FOR JOINING PLASTIC PIPE. I. ASTM D3212 - JOINTS AND SEWER PLASTIC PIPES USING FLEXIBLE ELASTOMERIC SEALS. ASTM D3212 - JOINTS AND SEWER PLASTIC PIPES USING FLEXIBLE ELASTOMERIC SEALS. J. ASTM D2466 - POLY VINYL CHLORIDE (PVC) PLASTIC PIPE FITTINGS, SCHEDULE 40. ASTM D2466 - POLY VINYL CHLORIDE (PVC) PLASTIC PIPE FITTINGS, SCHEDULE 40. K. ASTM D2467 - POLY VINYL CHLORIDE (PVC) PLASTIC PIPE FITTINGS, SCHEDULE 80. ASTM D2467 - POLY VINYL CHLORIDE (PVC) PLASTIC PIPE FITTINGS, SCHEDULE 80. L. ASTM D3036 - SOCKET-TYPE POLY VINYL CHLORIDE (PVC) PLASTIC LINE COUPLINGS. ASTM D3036 - SOCKET-TYPE POLY VINYL CHLORIDE (PVC) PLASTIC LINE COUPLINGS. 1.4 SUBMITTALS SUBMITTALS A. PRIOR TO PLACING ORDERS FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP PRIOR TO PLACING ORDERS FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP TO PLACING ORDERS FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP TO PLACING ORDERS FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP PLACING ORDERS FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP PLACING ORDERS FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP ORDERS FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP ORDERS FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP FOR PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP PIPE TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP TO BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP BE FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP FURNISHED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP SHALL SUBMIT FOR APPROVAL SHOP SHALL SUBMIT FOR APPROVAL SHOP SUBMIT FOR APPROVAL SHOP SUBMIT FOR APPROVAL SHOP FOR APPROVAL SHOP FOR APPROVAL SHOP APPROVAL SHOP APPROVAL SHOP SHOP SHOP DRAWINGS SHOWING THE PIPE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE SHOWING THE PIPE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE SHOWING THE PIPE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE THE PIPE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE THE PIPE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE PIPE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE PIPE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE LENGTHS AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE AND JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE JOINT DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE DETAILS ALL COMPLETE AND IN AGREEMENT WITH THE ALL COMPLETE AND IN AGREEMENT WITH THE ALL COMPLETE AND IN AGREEMENT WITH THE COMPLETE AND IN AGREEMENT WITH THE COMPLETE AND IN AGREEMENT WITH THE AND IN AGREEMENT WITH THE AND IN AGREEMENT WITH THE IN AGREEMENT WITH THE IN AGREEMENT WITH THE AGREEMENT WITH THE AGREEMENT WITH THE WITH THE WITH THE THE THE DRAWINGS AND SPECIFICATIONS. B. SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. C. SUBMIT MATERIALS CERTIFICATIONS FOR PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE SUBMIT MATERIALS CERTIFICATIONS FOR PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE MATERIALS CERTIFICATIONS FOR PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE MATERIALS CERTIFICATIONS FOR PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE CERTIFICATIONS FOR PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE CERTIFICATIONS FOR PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE FOR PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE FOR PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE PIPE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE AND FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE FITTINGS. CERTIFICATION SHALL BE PREPARED BY THE CERTIFICATION SHALL BE PREPARED BY THE CERTIFICATION SHALL BE PREPARED BY THE SHALL BE PREPARED BY THE SHALL BE PREPARED BY THE BE PREPARED BY THE BE PREPARED BY THE PREPARED BY THE PREPARED BY THE BY THE BY THE THE THE MANUFACTURER. IT SHALL SHOW THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY IT SHALL SHOW THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY IT SHALL SHOW THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY SHALL SHOW THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY SHALL SHOW THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY SHOW THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY SHOW THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY THE LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY LIMITS OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY OF TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY TEST VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY VALUES FOR THE SPECIFIED TESTS AND SHALL CERTIFY FOR THE SPECIFIED TESTS AND SHALL CERTIFY FOR THE SPECIFIED TESTS AND SHALL CERTIFY THE SPECIFIED TESTS AND SHALL CERTIFY THE SPECIFIED TESTS AND SHALL CERTIFY SPECIFIED TESTS AND SHALL CERTIFY SPECIFIED TESTS AND SHALL CERTIFY TESTS AND SHALL CERTIFY TESTS AND SHALL CERTIFY AND SHALL CERTIFY AND SHALL CERTIFY SHALL CERTIFY SHALL CERTIFY CERTIFY CERTIFY THAT THE MATERIALS FURNISHED COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE THE MATERIALS FURNISHED COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE THE MATERIALS FURNISHED COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE MATERIALS FURNISHED COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE MATERIALS FURNISHED COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE FURNISHED COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE FURNISHED COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE COMPLY WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE WITH THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE THE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS SHALL BE THE APPLICABLE SPECIFICATIONS SHALL BE THE APPLICABLE SPECIFICATIONS SHALL BE THE APPLICABLE SPECIFICATIONS SHALL BE APPLICABLE SPECIFICATIONS SHALL BE APPLICABLE SPECIFICATIONS SHALL BE SPECIFICATIONS SHALL BE SPECIFICATIONS SHALL BE SHALL BE SHALL BE BE BE REFERRED TO IN THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE TO IN THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE TO IN THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE IN THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE IN THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE CERTIFICATION. THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE TESTS MAY BE CONDUCTED IN THE LABORATORY OF THE MAY BE CONDUCTED IN THE LABORATORY OF THE MAY BE CONDUCTED IN THE LABORATORY OF THE BE CONDUCTED IN THE LABORATORY OF THE BE CONDUCTED IN THE LABORATORY OF THE CONDUCTED IN THE LABORATORY OF THE CONDUCTED IN THE LABORATORY OF THE IN THE LABORATORY OF THE IN THE LABORATORY OF THE THE LABORATORY OF THE THE LABORATORY OF THE LABORATORY OF THE LABORATORY OF THE OF THE OF THE THE THE MANUFACTURER ON IN ANOTHER QUALIFIED LABORATORY. PART 2 - PRODUCTS PRODUCTS 2.1 SEWER PIPE SEWER PIPE A. ALL PIPE SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS AND REQUIREMENTS SET FORTH HEREIN. ALL PIPE SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS AND REQUIREMENTS SET FORTH HEREIN. B. PIPE USED IN SANITARY SEWER CONSTRUCTION SHALL BE SOLID PVC. PIPE USED IN SANITARY SEWER CONSTRUCTION SHALL BE SOLID PVC. C. ALL SANITARY SEWER PIPE SHALL HAVE FLEXIBLE GASKETED JOINTS. ALL SANITARY SEWER PIPE SHALL HAVE FLEXIBLE GASKETED JOINTS. D. ALL FLEXIBLE SEWER PIPE MUST MEET A DEFLECTION TEST OF 5%. ALL FLEXIBLE SEWER PIPE MUST MEET A DEFLECTION TEST OF 5%. 2.2 PIPE MATERIALS PIPE MATERIALS A. POLYVINYL CHLORIDE (PVC) PIPE POLYVINYL CHLORIDE (PVC) PIPE 3. SHALL BE TYPE PSM CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL SHALL BE TYPE PSM CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL BE TYPE PSM CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL BE TYPE PSM CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL TYPE PSM CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL TYPE PSM CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL PSM CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL PSM CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL CONFORMING TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL TO ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL ASTM D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL D3034 (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL (LATEST EDITION) EXCEPT, NO REWORKED MATERIAL SHALL EDITION) EXCEPT, NO REWORKED MATERIAL SHALL EDITION) EXCEPT, NO REWORKED MATERIAL SHALL EXCEPT, NO REWORKED MATERIAL SHALL EXCEPT, NO REWORKED MATERIAL SHALL NO REWORKED MATERIAL SHALL NO REWORKED MATERIAL SHALL REWORKED MATERIAL SHALL REWORKED MATERIAL SHALL MATERIAL SHALL MATERIAL SHALL SHALL SHALL BE USED AND SHALL HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), USED AND SHALL HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), USED AND SHALL HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), AND SHALL HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), AND SHALL HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), SHALL HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), SHALL HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), HAVE A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), A CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), CELL CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), CLASSIFICATION OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), OF 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), 12454_B AS DEFINED IN ASTM D1784 (LATEST EDITION), AS DEFINED IN ASTM D1784 (LATEST EDITION), AS DEFINED IN ASTM D1784 (LATEST EDITION), DEFINED IN ASTM D1784 (LATEST EDITION), DEFINED IN ASTM D1784 (LATEST EDITION), IN ASTM D1784 (LATEST EDITION), IN ASTM D1784 (LATEST EDITION), ASTM D1784 (LATEST EDITION), ASTM D1784 (LATEST EDITION), D1784 (LATEST EDITION), D1784 (LATEST EDITION), (LATEST EDITION), (LATEST EDITION), EDITION), EDITION), WITH AN SDR (STANDARD DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN AN SDR (STANDARD DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN AN SDR (STANDARD DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN SDR (STANDARD DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN SDR (STANDARD DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN (STANDARD DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN (STANDARD DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN DIMENSION RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN RATIO) OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN OF NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN NOT GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN GREATER THAN 35 AND ASTM D2241 FOR PIPE WITH AN THAN 35 AND ASTM D2241 FOR PIPE WITH AN THAN 35 AND ASTM D2241 FOR PIPE WITH AN 35 AND ASTM D2241 FOR PIPE WITH AN 35 AND ASTM D2241 FOR PIPE WITH AN AND ASTM D2241 FOR PIPE WITH AN AND ASTM D2241 FOR PIPE WITH AN ASTM D2241 FOR PIPE WITH AN ASTM D2241 FOR PIPE WITH AN D2241 FOR PIPE WITH AN D2241 FOR PIPE WITH AN FOR PIPE WITH AN FOR PIPE WITH AN PIPE WITH AN PIPE WITH AN WITH AN WITH AN AN AN SDR OF UP TO 26. B. DUCTILE IRON PIPE DUCTILE IRON PIPE 1. DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF ANSI SPECIFICATION A21.51 (AWWA STANDARD C151). DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF ANSI SPECIFICATION A21.51 (AWWA STANDARD C151). C. HDPE CORRUGATED DUAL WALL HDPE CORRUGATED DUAL WALL 1. SHALL CONFORM IN ALL RESPECTS TO ASTM F 2306 OR AASHTO M 294, LATEST EDITION. SHALL CONFORM IN ALL RESPECTS TO ASTM F 2306 OR AASHTO M 294, LATEST EDITION. 2. PIPE SHALL BE CORRUGATED WITH SMOOTH WALLED INTERIOR. PIPE SHALL BE CORRUGATED WITH SMOOTH WALLED INTERIOR. 2.3 JOINTS, FITTINGS AND APPURTENANCES JOINTS, FITTINGS AND APPURTENANCES A. JOINTS FOR SANITARY SEWERS JOINTS FOR SANITARY SEWERS 1. FLEXIBLE GASKETED JOINTS SHALL BE RUBBER GASKETED, UNLESS OTHERWISE SPECIFIED. FLEXIBLE GASKETED JOINTS SHALL BE RUBBER GASKETED, UNLESS OTHERWISE SPECIFIED. 2. THE PVC JOINT SHALL CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET THE PVC JOINT SHALL CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET PVC JOINT SHALL CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET PVC JOINT SHALL CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET JOINT SHALL CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET JOINT SHALL CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET SHALL CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET SHALL CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET CONFORM TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET TO ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET ASTM D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET D3212 "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET "PUSH ON" TYPE WITH A CONFINED RUBBER GASKET ON" TYPE WITH A CONFINED RUBBER GASKET ON" TYPE WITH A CONFINED RUBBER GASKET TYPE WITH A CONFINED RUBBER GASKET TYPE WITH A CONFINED RUBBER GASKET WITH A CONFINED RUBBER GASKET WITH A CONFINED RUBBER GASKET A CONFINED RUBBER GASKET A CONFINED RUBBER GASKET CONFINED RUBBER GASKET CONFINED RUBBER GASKET RUBBER GASKET RUBBER GASKET GASKET GASKET CONFORMING TO ASTM F477. 3. THE DUCTILE IRON JOINT SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA THE DUCTILE IRON JOINT SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA DUCTILE IRON JOINT SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA DUCTILE IRON JOINT SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA IRON JOINT SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA IRON JOINT SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA JOINT SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA JOINT SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA SHALL BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA BE PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA PUSH_ON TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA TYPE. JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA JOINTS SHALL MEET THE REQUIREMENTS OF ANSI/AWWA SHALL MEET THE REQUIREMENTS OF ANSI/AWWA SHALL MEET THE REQUIREMENTS OF ANSI/AWWA MEET THE REQUIREMENTS OF ANSI/AWWA MEET THE REQUIREMENTS OF ANSI/AWWA THE REQUIREMENTS OF ANSI/AWWA THE REQUIREMENTS OF ANSI/AWWA REQUIREMENTS OF ANSI/AWWA REQUIREMENTS OF ANSI/AWWA OF ANSI/AWWA OF ANSI/AWWA ANSI/AWWA ANSI/AWWA C111/A21.11. 4. ALL JOINTS AND FITTINGS FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM ALL JOINTS AND FITTINGS FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM JOINTS AND FITTINGS FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM JOINTS AND FITTINGS FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM AND FITTINGS FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM AND FITTINGS FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM FITTINGS FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM FITTINGS FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM FOR HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM HDPE CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM CORRUGATED DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM DUAL WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM WALL PIPE SHALL BE WATER TIGHT AND MEET ASTM PIPE SHALL BE WATER TIGHT AND MEET ASTM PIPE SHALL BE WATER TIGHT AND MEET ASTM PIPE SHALL BE WATER TIGHT AND MEET ASTM SHALL BE WATER TIGHT AND MEET ASTM SHALL BE WATER TIGHT AND MEET ASTM BE WATER TIGHT AND MEET ASTM BE WATER TIGHT AND MEET ASTM WATER TIGHT AND MEET ASTM WATER TIGHT AND MEET ASTM TIGHT AND MEET ASTM TIGHT AND MEET ASTM AND MEET ASTM AND MEET ASTM MEET ASTM MEET ASTM ASTM ASTM F 2306. B. FITTINGS FITTINGS 1. ALL FITTINGS SHALL BE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE ALL FITTINGS SHALL BE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE FITTINGS SHALL BE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE FITTINGS SHALL BE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE SHALL BE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE SHALL BE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE BE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE BE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE OF THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE THE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE SAME MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE MATERIAL AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE AS THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE THE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE PIPE. MATERIAL JOINING THE FITTINGS TO THE PIPE MATERIAL JOINING THE FITTINGS TO THE PIPE MATERIAL JOINING THE FITTINGS TO THE PIPE JOINING THE FITTINGS TO THE PIPE JOINING THE FITTINGS TO THE PIPE THE FITTINGS TO THE PIPE THE FITTINGS TO THE PIPE FITTINGS TO THE PIPE FITTINGS TO THE PIPE TO THE PIPE TO THE PIPE THE PIPE THE PIPE PIPE PIPE SHALL BE FREE FROM CRACKS AND SHALL ADHERE TIGHTLY TO EACH JOINING SURFACE. 2. PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH SHALL CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH SHALL CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH CONFORM TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH TO THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH THE REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH REQUIREMENTS OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH OF ASTM D_3034 SPECIFICATIONS. EIGHT_INCH ASTM D_3034 SPECIFICATIONS. EIGHT_INCH ASTM D_3034 SPECIFICATIONS. EIGHT_INCH D_3034 SPECIFICATIONS. EIGHT_INCH D_3034 SPECIFICATIONS. EIGHT_INCH SPECIFICATIONS. EIGHT_INCH SPECIFICATIONS. EIGHT_INCH EIGHT_INCH EIGHT_INCH FITTINGS SHALL BE MOLDED IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SHALL BE MOLDED IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SHALL BE MOLDED IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS BE MOLDED IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS BE MOLDED IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS MOLDED IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS MOLDED IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS IN ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS ONE PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS PIECE, WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS JOINTS AND MINIMUM SOCKET DEPTHS AS JOINTS AND MINIMUM SOCKET DEPTHS AS AND MINIMUM SOCKET DEPTHS AS AND MINIMUM SOCKET DEPTHS AS MINIMUM SOCKET DEPTHS AS MINIMUM SOCKET DEPTHS AS SOCKET DEPTHS AS SOCKET DEPTHS AS DEPTHS AS DEPTHS AS AS AS SPECIFIED IN SECTION 6.2 AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL IN SECTION 6.2 AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL IN SECTION 6.2 AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL SECTION 6.2 AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL SECTION 6.2 AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL 6.2 AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL 6.2 AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL AND 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL 7.3.2 OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL OF THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL THE D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL D_3034 SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL SPECIFICATION). FITTINGS 10 INCHES AND LARGER SHALL FITTINGS 10 INCHES AND LARGER SHALL FITTINGS 10 INCHES AND LARGER SHALL 10 INCHES AND LARGER SHALL 10 INCHES AND LARGER SHALL INCHES AND LARGER SHALL INCHES AND LARGER SHALL AND LARGER SHALL AND LARGER SHALL LARGER SHALL LARGER SHALL SHALL SHALL BE MOLDED OR FABRICATED FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS MOLDED OR FABRICATED FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS MOLDED OR FABRICATED FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS OR FABRICATED FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS OR FABRICATED FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS FABRICATED FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS FABRICATED FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS FROM PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS PIPE MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS MEETING ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS ASTM D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS D_3034 WITH MANUFACTURER'S STANDARD PIPE BELLS WITH MANUFACTURER'S STANDARD PIPE BELLS WITH MANUFACTURER'S STANDARD PIPE BELLS MANUFACTURER'S STANDARD PIPE BELLS MANUFACTURER'S STANDARD PIPE BELLS STANDARD PIPE BELLS STANDARD PIPE BELLS PIPE BELLS PIPE BELLS BELLS BELLS AND GASKETS. 3. FOR DEPTHS OF BURY THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION FOR DEPTHS OF BURY THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION DEPTHS OF BURY THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION DEPTHS OF BURY THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION OF BURY THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION OF BURY THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION BURY THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION BURY THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION THROUGH 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION 15 FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION FEET A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION A MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION MINIMUM WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION WALL THICKNESS OF SDR 35 AS DEFINED IN SECTION THICKNESS OF SDR 35 AS DEFINED IN SECTION THICKNESS OF SDR 35 AS DEFINED IN SECTION OF SDR 35 AS DEFINED IN SECTION OF SDR 35 AS DEFINED IN SECTION SDR 35 AS DEFINED IN SECTION SDR 35 AS DEFINED IN SECTION 35 AS DEFINED IN SECTION 35 AS DEFINED IN SECTION AS DEFINED IN SECTION AS DEFINED IN SECTION DEFINED IN SECTION DEFINED IN SECTION IN SECTION IN SECTION SECTION SECTION 7.4.1 OF ASTM D_3034 IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL OF ASTM D_3034 IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL OF ASTM D_3034 IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL ASTM D_3034 IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL ASTM D_3034 IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL D_3034 IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL D_3034 IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL IS REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL REQUIRED. FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL FOR DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL DEPTHS OF BURY GREATER THAN 15 FEET, A MINIMUM WALL OF BURY GREATER THAN 15 FEET, A MINIMUM WALL OF BURY GREATER THAN 15 FEET, A MINIMUM WALL BURY GREATER THAN 15 FEET, A MINIMUM WALL BURY GREATER THAN 15 FEET, A MINIMUM WALL GREATER THAN 15 FEET, A MINIMUM WALL GREATER THAN 15 FEET, A MINIMUM WALL THAN 15 FEET, A MINIMUM WALL THAN 15 FEET, A MINIMUM WALL 15 FEET, A MINIMUM WALL 15 FEET, A MINIMUM WALL FEET, A MINIMUM WALL FEET, A MINIMUM WALL A MINIMUM WALL A MINIMUM WALL MINIMUM WALL MINIMUM WALL WALL WALL THICKNESS OF SDR 26 IS REQUIRED. C. PLUG FOR FITTINGS PLUG FOR FITTINGS 1. ALL FITTINGS SHALL BE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE ALL FITTINGS SHALL BE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE FITTINGS SHALL BE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE FITTINGS SHALL BE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE SHALL BE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE SHALL BE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE BE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE BE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE CAPPED WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE WITH A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE A PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE PLUG OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE OF THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE SAME MATERIAL AS THE PIPE, AND GASKETED WITH THE MATERIAL AS THE PIPE, AND GASKETED WITH THE MATERIAL AS THE PIPE, AND GASKETED WITH THE AS THE PIPE, AND GASKETED WITH THE AS THE PIPE, AND GASKETED WITH THE THE PIPE, AND GASKETED WITH THE THE PIPE, AND GASKETED WITH THE PIPE, AND GASKETED WITH THE PIPE, AND GASKETED WITH THE AND GASKETED WITH THE AND GASKETED WITH THE GASKETED WITH THE GASKETED WITH THE WITH THE WITH THE THE THE SAME GASKET MATERIAL AS THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG GASKET MATERIAL AS THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG GASKET MATERIAL AS THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG MATERIAL AS THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG MATERIAL AS THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG AS THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG AS THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG THE PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG PIPE JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG JOINT, OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG OR BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG BE OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG OF MATERIAL APPROVED BY THE ENGINEER. THE PLUG MATERIAL APPROVED BY THE ENGINEER. THE PLUG MATERIAL APPROVED BY THE ENGINEER. THE PLUG APPROVED BY THE ENGINEER. THE PLUG APPROVED BY THE ENGINEER. THE PLUG BY THE ENGINEER. THE PLUG BY THE ENGINEER. THE PLUG THE ENGINEER. THE PLUG THE ENGINEER. THE PLUG ENGINEER. THE PLUG ENGINEER. THE PLUG THE PLUG THE PLUG PLUG PLUG SHALL BE ABLE TO WITHSTAND ALL TEST PRESSURES INVOLVED WITHOUT LEAKAGE. 2.4 MANHOLES MANHOLES A. REINFORCED CONCRETE REINFORCED CONCRETE 1. STRUCTURES SHALL BE ERECTED OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS STRUCTURES SHALL BE ERECTED OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS SHALL BE ERECTED OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS SHALL BE ERECTED OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS BE ERECTED OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS BE ERECTED OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS ERECTED OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS ERECTED OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS OF PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS PRECAST, OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS OR CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS CAST IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS IN PLACE, REINFORCED CONCRETE SECTIONS. STEPS PLACE, REINFORCED CONCRETE SECTIONS. STEPS PLACE, REINFORCED CONCRETE SECTIONS. STEPS REINFORCED CONCRETE SECTIONS. STEPS REINFORCED CONCRETE SECTIONS. STEPS CONCRETE SECTIONS. STEPS CONCRETE SECTIONS. STEPS SECTIONS. STEPS SECTIONS. STEPS STEPS STEPS SHALL BE CAST IN PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, BE CAST IN PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, BE CAST IN PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, CAST IN PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, CAST IN PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, IN PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, IN PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, PLACE IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, IN ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, ACCORDANCE WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, WITH THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, THE DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, DETAILS AS SHOWN ON THE DRAWINGS. ALL CONCRETE, AS SHOWN ON THE DRAWINGS. ALL CONCRETE, AS SHOWN ON THE DRAWINGS. ALL CONCRETE, SHOWN ON THE DRAWINGS. ALL CONCRETE, SHOWN ON THE DRAWINGS. ALL CONCRETE, ON THE DRAWINGS. ALL CONCRETE, ON THE DRAWINGS. ALL CONCRETE, THE DRAWINGS. ALL CONCRETE, THE DRAWINGS. ALL CONCRETE, DRAWINGS. ALL CONCRETE, DRAWINGS. ALL CONCRETE, ALL CONCRETE, ALL CONCRETE, CONCRETE, CONCRETE, REINFORCING AND WALL THICKNESS SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST AND WALL THICKNESS SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST AND WALL THICKNESS SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST WALL THICKNESS SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST WALL THICKNESS SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST THICKNESS SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST THICKNESS SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST BE IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST IN ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST ACCORDANCE WITH ASTM DESIGNATION C_478, LATEST WITH ASTM DESIGNATION C_478, LATEST WITH ASTM DESIGNATION C_478, LATEST ASTM DESIGNATION C_478, LATEST ASTM DESIGNATION C_478, LATEST DESIGNATION C_478, LATEST DESIGNATION C_478, LATEST C_478, LATEST C_478, LATEST LATEST LATEST EDITION. ALL STRUCTURE JOINTS SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM ALL STRUCTURE JOINTS SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM ALL STRUCTURE JOINTS SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM STRUCTURE JOINTS SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM STRUCTURE JOINTS SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM JOINTS SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM JOINTS SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM SHALL BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM BE WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM WATERTIGHT AND CONSTRUCTED IN ACCORDANCE WITH ASTM AND CONSTRUCTED IN ACCORDANCE WITH ASTM AND CONSTRUCTED IN ACCORDANCE WITH ASTM CONSTRUCTED IN ACCORDANCE WITH ASTM CONSTRUCTED IN ACCORDANCE WITH ASTM IN ACCORDANCE WITH ASTM IN ACCORDANCE WITH ASTM ACCORDANCE WITH ASTM ACCORDANCE WITH ASTM WITH ASTM WITH ASTM ASTM ASTM SPECIFICATION C_443, LATEST EDITION. THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, C_443, LATEST EDITION. THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, C_443, LATEST EDITION. THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, LATEST EDITION. THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, LATEST EDITION. THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, EDITION. THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, EDITION. THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, THE BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, BOTTOM OF THE STRUCTURES SHALL BE OF EITHER PRECAST, OF THE STRUCTURES SHALL BE OF EITHER PRECAST, OF THE STRUCTURES SHALL BE OF EITHER PRECAST, THE STRUCTURES SHALL BE OF EITHER PRECAST, THE STRUCTURES SHALL BE OF EITHER PRECAST, STRUCTURES SHALL BE OF EITHER PRECAST, STRUCTURES SHALL BE OF EITHER PRECAST, SHALL BE OF EITHER PRECAST, SHALL BE OF EITHER PRECAST, BE OF EITHER PRECAST, BE OF EITHER PRECAST, OF EITHER PRECAST, OF EITHER PRECAST, EITHER PRECAST, EITHER PRECAST, PRECAST, PRECAST, CAST IN PLACE, OR MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND IN PLACE, OR MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND IN PLACE, OR MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND PLACE, OR MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND PLACE, OR MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND OR MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND OR MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND MONOLITHIC BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND BOTTOM STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND STACK, WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND WITH 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND 3,000 PSI CONCRETE TO CONFORM TO THE PLANS AND PSI CONCRETE TO CONFORM TO THE PLANS AND PSI CONCRETE TO CONFORM TO THE PLANS AND CONCRETE TO CONFORM TO THE PLANS AND CONCRETE TO CONFORM TO THE PLANS AND TO CONFORM TO THE PLANS AND TO CONFORM TO THE PLANS AND CONFORM TO THE PLANS AND CONFORM TO THE PLANS AND TO THE PLANS AND TO THE PLANS AND THE PLANS AND THE PLANS AND PLANS AND PLANS AND AND AND SHALL BE AT LEAST EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION BE AT LEAST EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION BE AT LEAST EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION AT LEAST EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION AT LEAST EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION LEAST EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION LEAST EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION EIGHT (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION (8) INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION INCHES THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION THICK AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION AND SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION SHALL BE REINFORCED AS SHOWN ON THE CONSTRUCTION BE REINFORCED AS SHOWN ON THE CONSTRUCTION BE REINFORCED AS SHOWN ON THE CONSTRUCTION REINFORCED AS SHOWN ON THE CONSTRUCTION REINFORCED AS SHOWN ON THE CONSTRUCTION AS SHOWN ON THE CONSTRUCTION AS SHOWN ON THE CONSTRUCTION SHOWN ON THE CONSTRUCTION SHOWN ON THE CONSTRUCTION ON THE CONSTRUCTION ON THE CONSTRUCTION THE CONSTRUCTION THE CONSTRUCTION CONSTRUCTION CONSTRUCTION STANDARDS. CONES AND SECTIONS SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP CONES AND SECTIONS SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP CONES AND SECTIONS SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP AND SECTIONS SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP AND SECTIONS SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP SECTIONS SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP SECTIONS SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP FREE FROM FRACTURES, LARGE OR DEEP FREE FROM FRACTURES, LARGE OR DEEP FROM FRACTURES, LARGE OR DEEP FROM FRACTURES, LARGE OR DEEP FRACTURES, LARGE OR DEEP FRACTURES, LARGE OR DEEP LARGE OR DEEP LARGE OR DEEP OR DEEP OR DEEP DEEP DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL BE SOUND AND FREE FROM GRAVEL POCKETS. B. PRECAST COMPONENTS PRECAST COMPONENTS 1. SHALL CONFORM TO ASTM C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL SHALL CONFORM TO ASTM C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL CONFORM TO ASTM C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL CONFORM TO ASTM C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL TO ASTM C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL TO ASTM C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL ASTM C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL ASTM C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL C_478, LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL LATEST EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL EDITION, AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL AND TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL TO DESIGN DIMENSIONS. CONES AND SECTIONS SHALL DESIGN DIMENSIONS. CONES AND SECTIONS SHALL DESIGN DIMENSIONS. CONES AND SECTIONS SHALL DIMENSIONS. CONES AND SECTIONS SHALL DIMENSIONS. CONES AND SECTIONS SHALL CONES AND SECTIONS SHALL CONES AND SECTIONS SHALL AND SECTIONS SHALL AND SECTIONS SHALL SECTIONS SHALL SECTIONS SHALL SHALL SHALL BE SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL SUBSTANTIALLY FREE FROM FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL FREE FROM FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL FREE FROM FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL FROM FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL FROM FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL FRACTURES, LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL LARGE OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL OR DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL DEEP CRACKS AND SURFACE ROUGHNESS. SLABS SHALL CRACKS AND SURFACE ROUGHNESS. SLABS SHALL CRACKS AND SURFACE ROUGHNESS. SLABS SHALL AND SURFACE ROUGHNESS. SLABS SHALL AND SURFACE ROUGHNESS. SLABS SHALL SURFACE ROUGHNESS. SLABS SHALL SURFACE ROUGHNESS. SLABS SHALL ROUGHNESS. SLABS SHALL ROUGHNESS. SLABS SHALL SLABS SHALL SLABS SHALL SHALL SHALL BE SOUND AND FREE FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN SOUND AND FREE FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN SOUND AND FREE FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN AND FREE FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN AND FREE FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN FREE FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN FREE FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN FROM GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN GRAVEL POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN POCKETS. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN ALL PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN PRECAST COMPONENTS SHALL BE MANUFACTURED BY AN COMPONENTS SHALL BE MANUFACTURED BY AN COMPONENTS SHALL BE MANUFACTURED BY AN SHALL BE MANUFACTURED BY AN SHALL BE MANUFACTURED BY AN BE MANUFACTURED BY AN BE MANUFACTURED BY AN MANUFACTURED BY AN MANUFACTURED BY AN BY AN BY AN AN AN EXPERIENCED AND REPUTABLE MANUFACTURER WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED AND REPUTABLE MANUFACTURER WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED AND REPUTABLE MANUFACTURER WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED REPUTABLE MANUFACTURER WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED REPUTABLE MANUFACTURER WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED MANUFACTURER WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED MANUFACTURER WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED WHOSE PRECAST MANHOLE COMPONENTS HAVE BEEN USED PRECAST MANHOLE COMPONENTS HAVE BEEN USED PRECAST MANHOLE COMPONENTS HAVE BEEN USED MANHOLE COMPONENTS HAVE BEEN USED MANHOLE COMPONENTS HAVE BEEN USED COMPONENTS HAVE BEEN USED COMPONENTS HAVE BEEN USED HAVE BEEN USED HAVE BEEN USED BEEN USED BEEN USED USED USED COMMERCIALLY FOR AT LEAST THREE (3) YEARS. C. JOINTS JOINTS 1. SANITARY SEWER MANHOLES SHALL HAVE FLEXIBLE RUBBER GASKETS IN ACCORDANCE WITH ASTM C-443. SANITARY SEWER MANHOLES SHALL HAVE FLEXIBLE RUBBER GASKETS IN ACCORDANCE WITH ASTM C-443. D. ADJUSTMENT RISERS AND SHIMS ADJUSTMENT RISERS AND SHIMS 1. ADJUSTMENT RISERS SHALL BE CONCRETE SET IN FULL MORTAR BEDS. ADJUSTMENT RISERS SHALL BE CONCRETE SET IN FULL MORTAR BEDS. E. DUCTILE CAST IRON FRAMES, COVERS AND GRATES DUCTILE CAST IRON FRAMES, COVERS AND GRATES 1. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE CONFORM TO THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE CONFORM TO THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE TO THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE TO THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE REQUIREMENTS OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE OF ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE ASTM A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE A536 FOR DUCTILE CAST IRON, LATEST EDITION. THE FOR DUCTILE CAST IRON, LATEST EDITION. THE FOR DUCTILE CAST IRON, LATEST EDITION. THE DUCTILE CAST IRON, LATEST EDITION. THE DUCTILE CAST IRON, LATEST EDITION. THE CAST IRON, LATEST EDITION. THE CAST IRON, LATEST EDITION. THE IRON, LATEST EDITION. THE IRON, LATEST EDITION. THE LATEST EDITION. THE LATEST EDITION. THE EDITION. THE EDITION. THE THE THE DIMENSIONS, WEIGHTS AND FINISH PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION WEIGHTS AND FINISH PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION WEIGHTS AND FINISH PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION AND FINISH PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION AND FINISH PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION FINISH PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION FINISH PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION PREPARATION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION SHALL CONFORM TO THE APPROPRIATE CONSTRUCTION CONFORM TO THE APPROPRIATE CONSTRUCTION CONFORM TO THE APPROPRIATE CONSTRUCTION TO THE APPROPRIATE CONSTRUCTION TO THE APPROPRIATE CONSTRUCTION THE APPROPRIATE CONSTRUCTION THE APPROPRIATE CONSTRUCTION APPROPRIATE CONSTRUCTION APPROPRIATE CONSTRUCTION CONSTRUCTION CONSTRUCTION STANDARDS. F. STEPS STEPS 1. SHALL BE EITHER CAST IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON SHALL BE EITHER CAST IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON BE EITHER CAST IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON BE EITHER CAST IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON EITHER CAST IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON EITHER CAST IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON CAST IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON CAST IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON IRON, PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON PLASTIC, OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON OR APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON APPROVED NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON NON_CORROSIVE FIBERGLASS MATERIALS. CAST IRON FIBERGLASS MATERIALS. CAST IRON FIBERGLASS MATERIALS. CAST IRON MATERIALS. CAST IRON MATERIALS. CAST IRON CAST IRON CAST IRON IRON IRON STEPS SHALL BE TUMBLED OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL SHALL BE TUMBLED OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL SHALL BE TUMBLED OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL BE TUMBLED OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL BE TUMBLED OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL TUMBLED OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL TUMBLED OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL OR SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL SAND_BLASTED AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL AND ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL BURRS AND SHARP EDGES SHALL BE REMOVED. ALL AND SHARP EDGES SHALL BE REMOVED. ALL AND SHARP EDGES SHALL BE REMOVED. ALL SHARP EDGES SHALL BE REMOVED. ALL SHARP EDGES SHALL BE REMOVED. ALL EDGES SHALL BE REMOVED. ALL EDGES SHALL BE REMOVED. ALL SHALL BE REMOVED. ALL SHALL BE REMOVED. ALL BE REMOVED. ALL BE REMOVED. ALL REMOVED. ALL REMOVED. ALL ALL ALL MATERIALS USED IN THE MANUFACTURE OF STEPS SHALL CONFORM TO THE LATEST EDITION OF ASTM A48. PART 3 - EXECUTION EXECUTION 3.1 LOCATION OF WORK LOCATION OF WORK A. THE WORK WILL BE LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT THE WORK WILL BE LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT WORK WILL BE LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT WORK WILL BE LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT WILL BE LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT WILL BE LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT BE LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT BE LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT LOCATED AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT AS SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT SHOWN ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT ON THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT THE DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT DRAWINGS. IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT IT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT MAY BE NECESSARY FOR THE ENGINEER TO SHIFT BE NECESSARY FOR THE ENGINEER TO SHIFT BE NECESSARY FOR THE ENGINEER TO SHIFT NECESSARY FOR THE ENGINEER TO SHIFT NECESSARY FOR THE ENGINEER TO SHIFT FOR THE ENGINEER TO SHIFT FOR THE ENGINEER TO SHIFT THE ENGINEER TO SHIFT THE ENGINEER TO SHIFT ENGINEER TO SHIFT ENGINEER TO SHIFT TO SHIFT TO SHIFT SHIFT SHIFT LINES A REASONABLE AMOUNT TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE A REASONABLE AMOUNT TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE A REASONABLE AMOUNT TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE REASONABLE AMOUNT TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE REASONABLE AMOUNT TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE AMOUNT TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE AMOUNT TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE TO AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE AVOID AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE AN OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE OBSTRUCTION TO THE CONSTRUCTION WORK OR TO REDUCE TO THE CONSTRUCTION WORK OR TO REDUCE TO THE CONSTRUCTION WORK OR TO REDUCE THE CONSTRUCTION WORK OR TO REDUCE THE CONSTRUCTION WORK OR TO REDUCE CONSTRUCTION WORK OR TO REDUCE CONSTRUCTION WORK OR TO REDUCE WORK OR TO REDUCE WORK OR TO REDUCE OR TO REDUCE OR TO REDUCE TO REDUCE TO REDUCE REDUCE REDUCE RIGHT-OF-WAY DIFFICULTIES. THE CONTRACTOR WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO DIFFICULTIES. THE CONTRACTOR WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO DIFFICULTIES. THE CONTRACTOR WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO THE CONTRACTOR WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO THE CONTRACTOR WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO THE CONTRACTOR WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO CONTRACTOR WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO CONTRACTOR WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO WILL NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO NOT BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO BE ALLOWED ANY ADDITIONAL COMPENSATION DUE TO ALLOWED ANY ADDITIONAL COMPENSATION DUE TO ALLOWED ANY ADDITIONAL COMPENSATION DUE TO ANY ADDITIONAL COMPENSATION DUE TO ANY ADDITIONAL COMPENSATION DUE TO ADDITIONAL COMPENSATION DUE TO ADDITIONAL COMPENSATION DUE TO COMPENSATION DUE TO COMPENSATION DUE TO DUE TO DUE TO TO TO SHIFT OF LINES. ADDITIONAL COMPENSATION WILL BE ALLOWED ONLY FOR LENGTHENING OF LINES. 3.2 INSTALLATION OF PIPE INSTALLATION OF PIPE A. LAYING PIPE LAYING PIPE 1. ALL PIPE SHALL BE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE ALL PIPE SHALL BE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE PIPE SHALL BE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE PIPE SHALL BE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE SHALL BE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE SHALL BE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE BE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE BE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE REINSPECTED FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE FOR SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE SOUNDNESS AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE AND DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE DAMAGE DUE TO HANDLING IMMEDIATELY BEFORE DUE TO HANDLING IMMEDIATELY BEFORE DUE TO HANDLING IMMEDIATELY BEFORE TO HANDLING IMMEDIATELY BEFORE TO HANDLING IMMEDIATELY BEFORE HANDLING IMMEDIATELY BEFORE HANDLING IMMEDIATELY BEFORE IMMEDIATELY BEFORE IMMEDIATELY BEFORE BEFORE BEFORE BEING LOWERED INTO THE TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND LOWERED INTO THE TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND LOWERED INTO THE TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND INTO THE TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND INTO THE TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND THE TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND THE TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND TRENCH. ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND ANY PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND PIPE FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND FOUND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND TO BE UNSOUND OR DAMAGED WILL BE REJECTED AND BE UNSOUND OR DAMAGED WILL BE REJECTED AND BE UNSOUND OR DAMAGED WILL BE REJECTED AND UNSOUND OR DAMAGED WILL BE REJECTED AND UNSOUND OR DAMAGED WILL BE REJECTED AND OR DAMAGED WILL BE REJECTED AND OR DAMAGED WILL BE REJECTED AND DAMAGED WILL BE REJECTED AND DAMAGED WILL BE REJECTED AND WILL BE REJECTED AND WILL BE REJECTED AND BE REJECTED AND BE REJECTED AND REJECTED AND REJECTED AND AND AND SHALL BE REMOVED IMMEDIATELY FROM THE SITE OF THE WORK. 2. ALL PIPE SHALL BE LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER ALL PIPE SHALL BE LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER PIPE SHALL BE LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER PIPE SHALL BE LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER SHALL BE LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER SHALL BE LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER BE LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER BE LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER LAID ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER ACCURATELY TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER TO THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER THE REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER REQUIRED LINE AND GRADE PER PLANS AND IN SUCH MANNER LINE AND GRADE PER PLANS AND IN SUCH MANNER LINE AND GRADE PER PLANS AND IN SUCH MANNER AND GRADE PER PLANS AND IN SUCH MANNER AND GRADE PER PLANS AND IN SUCH MANNER GRADE PER PLANS AND IN SUCH MANNER GRADE PER PLANS AND IN SUCH MANNER PER PLANS AND IN SUCH MANNER PER PLANS AND IN SUCH MANNER PLANS AND IN SUCH MANNER PLANS AND IN SUCH MANNER AND IN SUCH MANNER AND IN SUCH MANNER IN SUCH MANNER IN SUCH MANNER SUCH MANNER SUCH MANNER MANNER MANNER AS TO FORM A CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH TO FORM A CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH TO FORM A CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH FORM A CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH FORM A CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH A CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH A CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH CLOSE, CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH JOINT WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH WITH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH THE ADJOINING PIPE AND TO BRING THE INVERT OF EACH ADJOINING PIPE AND TO BRING THE INVERT OF EACH ADJOINING PIPE AND TO BRING THE INVERT OF EACH PIPE AND TO BRING THE INVERT OF EACH PIPE AND TO BRING THE INVERT OF EACH AND TO BRING THE INVERT OF EACH AND TO BRING THE INVERT OF EACH TO BRING THE INVERT OF EACH TO BRING THE INVERT OF EACH BRING THE INVERT OF EACH BRING THE INVERT OF EACH THE INVERT OF EACH THE INVERT OF EACH INVERT OF EACH INVERT OF EACH OF EACH OF EACH EACH EACH SECTION TO THE REQUIRED GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS TO THE REQUIRED GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS TO THE REQUIRED GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS THE REQUIRED GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS THE REQUIRED GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS REQUIRED GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS REQUIRED GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS GRADE. BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS BELL HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS HOLES SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS SHALL BE DUG IN ADVANCE OF THE PIPE BEING LAID AS BE DUG IN ADVANCE OF THE PIPE BEING LAID AS BE DUG IN ADVANCE OF THE PIPE BEING LAID AS DUG IN ADVANCE OF THE PIPE BEING LAID AS DUG IN ADVANCE OF THE PIPE BEING LAID AS IN ADVANCE OF THE PIPE BEING LAID AS IN ADVANCE OF THE PIPE BEING LAID AS ADVANCE OF THE PIPE BEING LAID AS ADVANCE OF THE PIPE BEING LAID AS OF THE PIPE BEING LAID AS OF THE PIPE BEING LAID AS THE PIPE BEING LAID AS THE PIPE BEING LAID AS PIPE BEING LAID AS PIPE BEING LAID AS BEING LAID AS BEING LAID AS LAID AS LAID AS AS AS REQUIRED. THE SUPPORTING OF THE PIPE ON BLOCKS WILL NOT BE PERMITTED. 3. PIPE LAYING SHALL PROCEED UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE PIPE LAYING SHALL PROCEED UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE LAYING SHALL PROCEED UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE LAYING SHALL PROCEED UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE SHALL PROCEED UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE SHALL PROCEED UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE PROCEED UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE PROCEED UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE UPGRADE, BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE BEGINNING AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE AT THE LOWER END OF THE SEWER, UNLESS OTHERWISE THE LOWER END OF THE SEWER, UNLESS OTHERWISE THE LOWER END OF THE SEWER, UNLESS OTHERWISE LOWER END OF THE SEWER, UNLESS OTHERWISE LOWER END OF THE SEWER, UNLESS OTHERWISE END OF THE SEWER, UNLESS OTHERWISE END OF THE SEWER, UNLESS OTHERWISE OF THE SEWER, UNLESS OTHERWISE OF THE SEWER, UNLESS OTHERWISE THE SEWER, UNLESS OTHERWISE THE SEWER, UNLESS OTHERWISE SEWER, UNLESS OTHERWISE SEWER, UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE APPROVED BY THE ENGINEER. 4. ALL OPEN ENDS OF PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN ALL OPEN ENDS OF PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN OPEN ENDS OF PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN OPEN ENDS OF PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN ENDS OF PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN ENDS OF PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN OF PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN OF PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN PIPES AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN AND BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN BRANCHES SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN SHALL BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN BE SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN SEALED WITH PLUGS OR BULKHEADS FIRMLY HELD IN WITH PLUGS OR BULKHEADS FIRMLY HELD IN WITH PLUGS OR BULKHEADS FIRMLY HELD IN PLUGS OR BULKHEADS FIRMLY HELD IN PLUGS OR BULKHEADS FIRMLY HELD IN OR BULKHEADS FIRMLY HELD IN OR BULKHEADS FIRMLY HELD IN BULKHEADS FIRMLY HELD IN BULKHEADS FIRMLY HELD IN FIRMLY HELD IN FIRMLY HELD IN HELD IN HELD IN IN IN PLACE IN A MANNER ACCEPTABLE TO THE ENGINEER. 5. NO SPECIAL PAYMENTS WILL BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT NO SPECIAL PAYMENTS WILL BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT SPECIAL PAYMENTS WILL BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT SPECIAL PAYMENTS WILL BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT PAYMENTS WILL BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT PAYMENTS WILL BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT WILL BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT WILL BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT BE MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT MADE FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT FOR THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT THE PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT PLACEMENT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT OR REMOVAL OF SAID PLUGS OR BULKHEADS. AT REMOVAL OF SAID PLUGS OR BULKHEADS. AT REMOVAL OF SAID PLUGS OR BULKHEADS. AT OF SAID PLUGS OR BULKHEADS. AT OF SAID PLUGS OR BULKHEADS. AT SAID PLUGS OR BULKHEADS. AT SAID PLUGS OR BULKHEADS. AT PLUGS OR BULKHEADS. AT PLUGS OR BULKHEADS. AT OR BULKHEADS. AT OR BULKHEADS. AT BULKHEADS. AT BULKHEADS. AT AT AT THE END OF EACH DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED END OF EACH DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED END OF EACH DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED OF EACH DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED OF EACH DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED EACH DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED EACH DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED DAY'S WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED WORK, THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED THE OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED OPEN ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED ENDS OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED OF ALL PIPES SHALL BE SATISFACTORILY PROTECTED ALL PIPES SHALL BE SATISFACTORILY PROTECTED ALL PIPES SHALL BE SATISFACTORILY PROTECTED PIPES SHALL BE SATISFACTORILY PROTECTED PIPES SHALL BE SATISFACTORILY PROTECTED SHALL BE SATISFACTORILY PROTECTED SHALL BE SATISFACTORILY PROTECTED BE SATISFACTORILY PROTECTED BE SATISFACTORILY PROTECTED SATISFACTORILY PROTECTED SATISFACTORILY PROTECTED PROTECTED PROTECTED AGAINST THE ENTRANCE OF ANIMALS, EARTH OR OTHER MATERIALS. B. DEWATERING DEWATERING 1. DEWATERING SUFFICIENT TO MAINTAIN THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL DEWATERING SUFFICIENT TO MAINTAIN THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL SUFFICIENT TO MAINTAIN THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL SUFFICIENT TO MAINTAIN THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL TO MAINTAIN THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL TO MAINTAIN THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL MAINTAIN THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL MAINTAIN THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL THE WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL WATER LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL LEVEL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL BELOW THE SURFACE OF THE TRENCH BOTTOM SHALL THE SURFACE OF THE TRENCH BOTTOM SHALL THE SURFACE OF THE TRENCH BOTTOM SHALL SURFACE OF THE TRENCH BOTTOM SHALL SURFACE OF THE TRENCH BOTTOM SHALL OF THE TRENCH BOTTOM SHALL OF THE TRENCH BOTTOM SHALL THE TRENCH BOTTOM SHALL THE TRENCH BOTTOM SHALL TRENCH BOTTOM SHALL TRENCH BOTTOM SHALL BOTTOM SHALL BOTTOM SHALL SHALL SHALL BE ACCOMPLISHED PRIOR TO PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT ACCOMPLISHED PRIOR TO PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT ACCOMPLISHED PRIOR TO PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT PRIOR TO PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT PRIOR TO PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT TO PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT TO PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT PIPE LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT LAYING AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT AND JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT JOINTING, IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT IF NOT DONE PRIOR TO EXCAVATION AND PLACEMENT NOT DONE PRIOR TO EXCAVATION AND PLACEMENT NOT DONE PRIOR TO EXCAVATION AND PLACEMENT DONE PRIOR TO EXCAVATION AND PLACEMENT DONE PRIOR TO EXCAVATION AND PLACEMENT PRIOR TO EXCAVATION AND PLACEMENT PRIOR TO EXCAVATION AND PLACEMENT TO EXCAVATION AND PLACEMENT TO EXCAVATION AND PLACEMENT EXCAVATION AND PLACEMENT EXCAVATION AND PLACEMENT AND PLACEMENT AND PLACEMENT PLACEMENT PLACEMENT OF THE BEDDING AS CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED THE BEDDING AS CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED THE BEDDING AS CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED BEDDING AS CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED BEDDING AS CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED AS CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED AS CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED CALLED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED FOR. THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED THE DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED DEWATERING OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED OPERATION, HOWEVER ACCOMPLISHED, SHALL BE CARRIED HOWEVER ACCOMPLISHED, SHALL BE CARRIED HOWEVER ACCOMPLISHED, SHALL BE CARRIED ACCOMPLISHED, SHALL BE CARRIED ACCOMPLISHED, SHALL BE CARRIED SHALL BE CARRIED SHALL BE CARRIED BE CARRIED BE CARRIED CARRIED CARRIED OUT SO THAT IT DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE SO THAT IT DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE SO THAT IT DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE THAT IT DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE THAT IT DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE IT DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE IT DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE DOES NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE NOT DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE DESTROY OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE OR WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE WEAKEN THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE STRENGTH OF THE SOIL UNDER OR ALONGSIDE THE OF THE SOIL UNDER OR ALONGSIDE THE OF THE SOIL UNDER OR ALONGSIDE THE THE SOIL UNDER OR ALONGSIDE THE THE SOIL UNDER OR ALONGSIDE THE SOIL UNDER OR ALONGSIDE THE SOIL UNDER OR ALONGSIDE THE UNDER OR ALONGSIDE THE UNDER OR ALONGSIDE THE OR ALONGSIDE THE OR ALONGSIDE THE ALONGSIDE THE ALONGSIDE THE THE THE TRENCH. WHEN THE DEWATERING OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER WHEN THE DEWATERING OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER WHEN THE DEWATERING OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER THE DEWATERING OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER THE DEWATERING OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER DEWATERING OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER DEWATERING OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER OPERATION IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER IS ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER ENDED, THE TRENCH SHALL BE REPLACED IN SUCH A MANNER THE TRENCH SHALL BE REPLACED IN SUCH A MANNER THE TRENCH SHALL BE REPLACED IN SUCH A MANNER TRENCH SHALL BE REPLACED IN SUCH A MANNER TRENCH SHALL BE REPLACED IN SUCH A MANNER SHALL BE REPLACED IN SUCH A MANNER SHALL BE REPLACED IN SUCH A MANNER BE REPLACED IN SUCH A MANNER BE REPLACED IN SUCH A MANNER REPLACED IN SUCH A MANNER REPLACED IN SUCH A MANNER IN SUCH A MANNER IN SUCH A MANNER SUCH A MANNER SUCH A MANNER A MANNER A MANNER MANNER MANNER SO AS NOT TO DISTURB THE PIPE AND ITS FOUNDATION. C. ABANDONING PIPE OR STRUCTURES ABANDONING PIPE OR STRUCTURES 1. WHERE CALLED FOR ON THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR WHERE CALLED FOR ON THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR CALLED FOR ON THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR CALLED FOR ON THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR FOR ON THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR FOR ON THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR ON THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR ON THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR THE PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR PLANS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR AS DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR DIRECTED BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR BY THE ENGINEER TO BE ABANDONED, SAID SEWERS OR THE ENGINEER TO BE ABANDONED, SAID SEWERS OR THE ENGINEER TO BE ABANDONED, SAID SEWERS OR ENGINEER TO BE ABANDONED, SAID SEWERS OR ENGINEER TO BE ABANDONED, SAID SEWERS OR TO BE ABANDONED, SAID SEWERS OR TO BE ABANDONED, SAID SEWERS OR BE ABANDONED, SAID SEWERS OR BE ABANDONED, SAID SEWERS OR ABANDONED, SAID SEWERS OR ABANDONED, SAID SEWERS OR SAID SEWERS OR SAID SEWERS OR SEWERS OR SEWERS OR OR OR STRUCTURES SHALL BE REMOVED OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE SHALL BE REMOVED OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE SHALL BE REMOVED OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE BE REMOVED OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE BE REMOVED OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE REMOVED OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE REMOVED OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE OR PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE PERMANENTLY PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE PLUGGED OR BULKHEADED. WHERE STANDARD "PLUGS" ARE OR BULKHEADED. WHERE STANDARD "PLUGS" ARE OR BULKHEADED. WHERE STANDARD "PLUGS" ARE BULKHEADED. WHERE STANDARD "PLUGS" ARE BULKHEADED. WHERE STANDARD "PLUGS" ARE WHERE STANDARD "PLUGS" ARE WHERE STANDARD "PLUGS" ARE STANDARD "PLUGS" ARE STANDARD "PLUGS" ARE "PLUGS" ARE "PLUGS" ARE ARE ARE AVAILABLE, THEY SHALL BE EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR THEY SHALL BE EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR THEY SHALL BE EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR SHALL BE EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR SHALL BE EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR BE EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR BE EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR EMPLOYED. FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR FOR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR OTHER PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR PIPES OR STRUCTURES, THE USE OF BRICK AND MORTAR OR STRUCTURES, THE USE OF BRICK AND MORTAR OR STRUCTURES, THE USE OF BRICK AND MORTAR STRUCTURES, THE USE OF BRICK AND MORTAR STRUCTURES, THE USE OF BRICK AND MORTAR THE USE OF BRICK AND MORTAR THE USE OF BRICK AND MORTAR USE OF BRICK AND MORTAR USE OF BRICK AND MORTAR OF BRICK AND MORTAR OF BRICK AND MORTAR BRICK AND MORTAR BRICK AND MORTAR AND MORTAR AND MORTAR MORTAR MORTAR OR CONCRETE MAY BE USED IN A MANNER SUITABLE TO THE ENGINEER. D. SEWER LINE CONNECTIONS SEWER LINE CONNECTIONS 1. SEWER LINE CONNECTIONS TO TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL SEWER LINE CONNECTIONS TO TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL LINE CONNECTIONS TO TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL LINE CONNECTIONS TO TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL CONNECTIONS TO TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL CONNECTIONS TO TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL TO TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL TO TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL TRUNKS, MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL MAINS, LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL LATERALS OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL OR SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL SIDE SEWERS SHALL BE LEFT UNCOVERED UNTIL SEWERS SHALL BE LEFT UNCOVERED UNTIL SEWERS SHALL BE LEFT UNCOVERED UNTIL SHALL BE LEFT UNCOVERED UNTIL SHALL BE LEFT UNCOVERED UNTIL BE LEFT UNCOVERED UNTIL BE LEFT UNCOVERED UNTIL LEFT UNCOVERED UNTIL LEFT UNCOVERED UNTIL UNCOVERED UNTIL UNCOVERED UNTIL UNTIL UNTIL AFTER AN ACCEPTANCE INSPECTION HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL AN ACCEPTANCE INSPECTION HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL AN ACCEPTANCE INSPECTION HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL ACCEPTANCE INSPECTION HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL ACCEPTANCE INSPECTION HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL INSPECTION HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL INSPECTION HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL HAS BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL BEEN MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL MADE BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL BY THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL THE ENGINEER OR REPRESENTATIVE. AFTER APPROVAL ENGINEER OR REPRESENTATIVE. AFTER APPROVAL ENGINEER OR REPRESENTATIVE. AFTER APPROVAL OR REPRESENTATIVE. AFTER APPROVAL OR REPRESENTATIVE. AFTER APPROVAL REPRESENTATIVE. AFTER APPROVAL REPRESENTATIVE. AFTER APPROVAL AFTER APPROVAL AFTER APPROVAL APPROVAL APPROVAL OF THE CONNECTION, THE BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A THE CONNECTION, THE BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A THE CONNECTION, THE BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A CONNECTION, THE BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A CONNECTION, THE BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A THE BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A THE BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A BARE PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A PIPE SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A SHALL BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A BE COVERED WITH COMPACTED GRANULAR MATERIAL TO A COVERED WITH COMPACTED GRANULAR MATERIAL TO A COVERED WITH COMPACTED GRANULAR MATERIAL TO A WITH COMPACTED GRANULAR MATERIAL TO A WITH COMPACTED GRANULAR MATERIAL TO A COMPACTED GRANULAR MATERIAL TO A COMPACTED GRANULAR MATERIAL TO A GRANULAR MATERIAL TO A GRANULAR MATERIAL TO A MATERIAL TO A MATERIAL TO A TO A TO A A A MINIMUM DEPTH OF TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY DEPTH OF TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY DEPTH OF TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY OF TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY OF TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY (12) INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY INCHES ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY ABOVE THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY THE TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY TOP OF THE PIPE. THE TRENCH SHALL THEN BE FULLY OF THE PIPE. THE TRENCH SHALL THEN BE FULLY OF THE PIPE. THE TRENCH SHALL THEN BE FULLY THE PIPE. THE TRENCH SHALL THEN BE FULLY THE PIPE. THE TRENCH SHALL THEN BE FULLY PIPE. THE TRENCH SHALL THEN BE FULLY PIPE. THE TRENCH SHALL THEN BE FULLY THE TRENCH SHALL THEN BE FULLY THE TRENCH SHALL THEN BE FULLY TRENCH SHALL THEN BE FULLY TRENCH SHALL THEN BE FULLY SHALL THEN BE FULLY SHALL THEN BE FULLY THEN BE FULLY THEN BE FULLY BE FULLY BE FULLY FULLY FULLY BACKFILLED AS REQUIRED. E. EXISTING SEWER REMOVAL AND REPLACEMENT EXISTING SEWER REMOVAL AND REPLACEMENT 1. WHERE CALLED FOR ON THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND WHERE CALLED FOR ON THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND CALLED FOR ON THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND CALLED FOR ON THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND FOR ON THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND FOR ON THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND ON THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND ON THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND THE PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND PLANS, EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND EXISTING STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND STORM SEWER LINES SHALL BE COMPLETELY REMOVED AND SEWER LINES SHALL BE COMPLETELY REMOVED AND SEWER LINES SHALL BE COMPLETELY REMOVED AND LINES SHALL BE COMPLETELY REMOVED AND LINES SHALL BE COMPLETELY REMOVED AND SHALL BE COMPLETELY REMOVED AND SHALL BE COMPLETELY REMOVED AND BE COMPLETELY REMOVED AND BE COMPLETELY REMOVED AND COMPLETELY REMOVED AND COMPLETELY REMOVED AND REMOVED AND REMOVED AND AND AND REPLACED WITH NEW. THE CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND WITH NEW. THE CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND WITH NEW. THE CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND NEW. THE CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND NEW. THE CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND THE CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND THE CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND CONTRACTOR IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND IS REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND REQUIRED TO MAINTAIN SERVICE DURING SAID REMOVAL AND TO MAINTAIN SERVICE DURING SAID REMOVAL AND TO MAINTAIN SERVICE DURING SAID REMOVAL AND MAINTAIN SERVICE DURING SAID REMOVAL AND MAINTAIN SERVICE DURING SAID REMOVAL AND SERVICE DURING SAID REMOVAL AND SERVICE DURING SAID REMOVAL AND DURING SAID REMOVAL AND DURING SAID REMOVAL AND SAID REMOVAL AND SAID REMOVAL AND REMOVAL AND REMOVAL AND AND AND REPLACEMENT, WHICH MAY ENTAIL BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE WHICH MAY ENTAIL BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE WHICH MAY ENTAIL BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE MAY ENTAIL BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE MAY ENTAIL BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE ENTAIL BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE ENTAIL BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE BYPASS PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE PUMPING. THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE CONTRACTOR SHALL INFORM THE ENGINEER OF THE SHALL INFORM THE ENGINEER OF THE SHALL INFORM THE ENGINEER OF THE INFORM THE ENGINEER OF THE INFORM THE ENGINEER OF THE THE ENGINEER OF THE THE ENGINEER OF THE ENGINEER OF THE ENGINEER OF THE OF THE OF THE THE THE METHOD PROPOSED FOR MAINTAINING SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE PROPOSED FOR MAINTAINING SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE PROPOSED FOR MAINTAINING SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE FOR MAINTAINING SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE FOR MAINTAINING SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE MAINTAINING SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE MAINTAINING SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE SERVICE. ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE ALL SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE SUCH COSTS INCLUDING ADDITIONAL BEDDING SHALL BE COSTS INCLUDING ADDITIONAL BEDDING SHALL BE COSTS INCLUDING ADDITIONAL BEDDING SHALL BE INCLUDING ADDITIONAL BEDDING SHALL BE INCLUDING ADDITIONAL BEDDING SHALL BE ADDITIONAL BEDDING SHALL BE ADDITIONAL BEDDING SHALL BE BEDDING SHALL BE BEDDING SHALL BE SHALL BE SHALL BE BE BE INCLUDED IN THE COST OF THE NEW REPLACEMENT SEWER. 3.3 GRADE ADJUSTMENT OF EXISTING STRUCTURES GRADE ADJUSTMENT OF EXISTING STRUCTURES A. BOTH ADJUSTING CASTINGS TO GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE BOTH ADJUSTING CASTINGS TO GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE ADJUSTING CASTINGS TO GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE ADJUSTING CASTINGS TO GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE CASTINGS TO GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE CASTINGS TO GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE TO GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE TO GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE GRADE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE AND RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE RECONSTRUCTION OF STRUCTURES SHALL CONFORM WITH THE OF STRUCTURES SHALL CONFORM WITH THE OF STRUCTURES SHALL CONFORM WITH THE STRUCTURES SHALL CONFORM WITH THE STRUCTURES SHALL CONFORM WITH THE SHALL CONFORM WITH THE SHALL CONFORM WITH THE CONFORM WITH THE CONFORM WITH THE WITH THE WITH THE THE THE APPLICABLE PROVISIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT PROVISIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT PROVISIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT STANDARD SPECIFICATIONS, CURRENT STANDARD SPECIFICATIONS, CURRENT SPECIFICATIONS, CURRENT SPECIFICATIONS, CURRENT CURRENT CURRENT EDITION. GRINDER PUMP STATIONS 1.0 GENERAL GENERAL 1.01 GENERAL DESCRIPTION: THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY-BUILT AND TESTED GRINDER PUMP UNIT(S), EACH GENERAL DESCRIPTION: THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY-BUILT AND TESTED GRINDER PUMP UNIT(S), EACH CONSISTING OF A GRINDER PUMP CORE SUITABLY MOUNTED ON AN INTEGRAL STAND OF STAINLESS STEEL, TANK, ELECTRICAL QUICK DISCONNECT (NEMA 6P), PUMP REMOVAL HARNESS, DISCHARGE ASSEMBLY/SHUT-OFF VALVE, ANTI-SIPHON VALVE/CHECK VALVE ASSEMBLY, ELECTRICAL ALARM ASSEMBLY AND ALL NECESSARY INTERNAL WIRING AND CONTROLS. FOR EASE OF SERVICEABILITY, ALL PUMP MOTOR/GRINDER UNITS SHALL BE OF LIKE TYPE AND HORSEPOWER THROUGHOUT THE SYSTEM. 1.02 SUBMITTALS: AFTER RECEIPT OF NOTICE TO PROCEED, THE MANUFACTURER SHALL FURNISH A MINIMUM OF SIX SETS OF SHOP SUBMITTALS: AFTER RECEIPT OF NOTICE TO PROCEED, THE MANUFACTURER SHALL FURNISH A MINIMUM OF SIX SETS OF SHOP DRAWINGS DETAILING THE EQUIPMENT TO BE FURNISHED INCLUDING DIMENSIONAL DATA AND MATERIALS OF CONSTRUCTION. THE ENGINEER SHALL PROMPTLY REVIEW THIS DATA, AND RETURN TWO COPIES AS ACCEPTED, OR WITH REQUESTED MODIFICATIONS. UPON RECEIPT OF ACCEPTED SHOP DRAWINGS, THE MANUFACTURER SHALL PROCEED IMMEDIATELY WITH FABRICATION OF THE EQUIPMENT. 1.03 MANUFACTURER: GRINDER PUMP STATIONS, COMPLETE WITH ALL APPURTENANCES, FORM AN INTEGRAL SYSTEM, AND AS SUCH, SHALL MANUFACTURER: GRINDER PUMP STATIONS, COMPLETE WITH ALL APPURTENANCES, FORM AN INTEGRAL SYSTEM, AND AS SUCH, SHALL BE SUPPLIED BY ONE GRINDER PUMP STATION MANUFACTURER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTORY OPERATION OF THE ENTIRE SYSTEM. THE EQUIPMENT SPECIFIED SHALL BE A PRODUCT OF A COMPANY EXPERIENCED IN THE DESIGN AND MANUFACTURE OF GRINDER PUMPS FOR SPECIFIC USE IN LOW PRESSURE SEWAGE SYSTEMS. THE COMPANY SHALL SUBMIT DETAILED INSTALLATION AND USER INSTRUCTIONS FOR ITS PRODUCT, SUBMIT EVIDENCE OF AN ESTABLISHED SERVICE PROGRAM INCLUDING COMPLETE PARTS AND SERVICE MANUALS, AND BE RESPONSIBLE FOR MAINTAINING A CONTINUING INVENTORY OF GRINDER PUMP REPLACEMENT PARTS. THE MANUFACTURER SHALL PROVIDE, UPON REQUEST, A REFERENCE AND CONTACT LIST FROM TEN OF ITS LARGEST CONTIGUOUS GRINDER PUMP INSTALLATIONS OF THE TYPE OF GRINDER PUMPS DESCRIBED WITHIN THIS SPECIFICATION. THE MANUFACTURER OF THE GRINDER PUMP STATION SHALL BE ENVIRONMENT ONE CORPORATION (OR APPROVED EQUAL). ATTENTION IS DIRECTED TO THE FACT THAT THE DRAWINGS AND OVERALL SYSTEM DESIGN ARE BASED ON A PARTICULAR PIECE OF EQUIPMENT FROM A PARTICULAR MANUFACTURER. THESE SPECIFICATIONS ARE INTENDED TO PROVIDE GUIDELINES FOR STANDARD EQUIPMENT OF A RECOGNIZED MANUFACTURER WHO ALREADY MEETS ALL THE REQUIREMENTS OF THIS SPECIFICATION 1.04 EXPERIENCE CLAUSE: THE EQUIPMENT FURNISHED HEREUNDER SHALL BE THE PRODUCT OF A COMPANY EXPERIENCED IN THE DESIGN EXPERIENCE CLAUSE: THE EQUIPMENT FURNISHED HEREUNDER SHALL BE THE PRODUCT OF A COMPANY EXPERIENCED IN THE DESIGN AND MANUFACTURE OF GRINDER PUMPS SPECIFICALLY DESIGNED FOR USE IN LOW PRESSURE SYSTEMS. ALL MANUFACTURERS PROPOSING EQUIPMENT FOR THIS PROJECT SHALL HAVE AT LEAST 10 YEARS OF EXPERIENCE IN THE DESIGN AND MANUFACTURE OF UNITS OF IDENTICAL SIZE(S) AND PERFORMANCE TO THE SPECIFIED UNITS. ALL MANUFACTURERS PROPOSING EQUIPMENT FOR THIS PROJECT MUST ALSO HAVE NOT LESS THAN 500 SUCCESSFUL INSTALLATIONS OF LOW PRESSURE SEWER SYSTEMS UTILIZING GRINDER PUMPS OF LIKE TYPE TO THE GRINDER PUMPS SPECIFIED HEREIN. AN INSTALLATION IS DEFINED AS A MINIMUM OF 25 PUMPS DISCHARGING INTO A COMMON FORCE MAIN WHICH FORMS A LOW PRESSURE SEWER SYSTEM. THE CONTRACTOR (SUPPLIER) PROPOSING ALTERNATE EQUIPMENT SHALL ALSO SUBMIT, AS PART OF THE BID SCHEDULE, AN INSTALLATION LIST WITH CONTACT PERSON(S), PHONE NUMBER(S) AND DATE(S) OF AT LEAST 10 INSTALLATIONS OF THE TYPE OF PUMP SPECIFIED HEREIN THAT HAVE BEEN IN OPERATION FOR AT LEAST 10 YEARS. IN LIEU OF THIS EXPERIENCE CLAUSE, THE CONTRACTOR (SUPPLIER) OF ALTERNATE EQUIPMENT WILL BE REQUIRED TO SUBMIT A 5-YEAR PERFORMANCE BOND FOR 100 PERCENT OF THE STIPULATED COST OF THE EQUIPMENT AS BID AND AS SHOWN IN THE BID SCHEDULE. THIS PERFORMANCE BOND WILL BE USED TO GUARANTEE THE REPLACEMENT OF THE EQUIPMENT IN THE EVENT THAT IT FAILS WITHIN THE BOND PERIOD. 1.05 OPERATING CONDITIONS: THE PUMPS SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TOTAL DYNAMIC HEAD OF 0 FEET OPERATING CONDITIONS: THE PUMPS SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TOTAL DYNAMIC HEAD OF 0 FEET (0 PSIG), 11 GPM AGAINST A RATED TOTAL DYNAMIC HEAD OF 92 FEET (40 PSIG), AND 7.8 GPM AGAINST A RATED TOTAL DYNAMIC HEAD OF 185 FEET (80 PSIG). THE PUMP(S) MUST ALSO BE CAPABLE OF OPERATING AT NEGATIVE TOTAL DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S). UNDER NO CONDITIONS SHALL IN-LINE PIPING OR VALVING BE ALLOWED TO CREATE A FALSE APPARENT HEAD. 1.06 WARRANTY: THE GRINDER PUMP MANUFACTURER SHALL PROVIDE A PART(S) AND LABOR WARRANTY ON THE COMPLETE STATION AND WARRANTY: THE GRINDER PUMP MANUFACTURER SHALL PROVIDE A PART(S) AND LABOR WARRANTY ON THE COMPLETE STATION AND ACCESSORIES, INCLUDING, BUT NOT LIMITED TO, THE PANEL FOR A PERIOD OF 24 MONTHS AFTER NOTICE OF OWNER'S ACCEPTANCE, BUT NO GREATER THAN 27 MONTHS AFTER RECEIPT OF SHIPMENT. ANY MANUFACTURING DEFECTS FOUND DURING THE WARRANTY PERIOD WILL BE REPORTED TO THE MANUFACTURER BY THE OWNER AND WILL BE CORRECTED BY THE MANUFACTURER AT NO COST TO THE OWNER. 1.07 WARRANTY PERFORMANCE CERTIFICATION: AS A BID CERTIFICATION REQUIREMENT, EACH BIDDER SHALL PROVIDE WITH THEIR BID WARRANTY PERFORMANCE CERTIFICATION: AS A BID CERTIFICATION REQUIREMENT, EACH BIDDER SHALL PROVIDE WITH THEIR BID SCHEDULE A WARRANTY PERFORMANCE CERTIFICATION STATEMENT EXECUTED BY THE MOST SENIOR EXECUTIVE OFFICER OF THE GRINDER PUMP MANUFACTURER, WHICH CERTIFIES A MINIMUM OF A 24-MONTH WARRANTY. THEY MUST FURTHER DETAIL ANY EXCLUSIONS FROM THE WARRANTY OR ADDITIONAL COST ITEMS REQUIRED TO MAINTAIN THE EQUIPMENT IN WARRANTABLE CONDITION, INCLUDING ALL ASSOCIATED LABOR AND SHIPPING FEES, AND CERTIFY THAT THE MANUFACTURER WILL BEAR ALL COSTS TO CORRECT ANY ORIGINAL EQUIPMENT DEFICIENCY FOR THE EFFECTIVE PERIOD OF THE WARRANTY. ALL PREVENTIVE MAINTENANCE TYPE REQUIREMENTS SHALL BE INCLUDED IN THIS FORM AS EXCLUSIONS. THESE REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, UNJAMMING OF GRINDER MECHANISM, PERIODIC MOTOR MAINTENANCE, AND PERIODIC CLEANING OF LIQUID LEVEL CONTROLS. SHOULD THE CONTRACTOR (SUPPLIER) ELECT TO SUBMIT A PERFORMANCE BOND IN LIEU OF THE EXPERIENCE CLAUSE OUTLINED ABOVE, THIS WARRANTY PERFORMANCE CERTIFICATION SHALL ALSO BE USED AS A CRITERION TO EVALUATE THE CONTRACTOR'S (SUPPLIER'S) PERFORMANCE OVER THE WARRANTY PERIOD. A WARRANTY PERFORMANCE CERTIFICATION FORM IS INCLUDED WITH THE BID SCHEDULE AND MUST BE COMPLETED AND SUBMITTED AS PART OF THE BID PACKAGE. BIDS WITH INCOMPLETE FORMS OR MISSING FORMS WILL BE CONSIDERED NONRESPONSIVE. 2.0 PRODUCT PRODUCT 2.01 PUMP: THE PUMP SHALL BE A CUSTOM DESIGNED, INTEGRAL, VERTICAL ROTOR, MOTOR DRIVEN, SOLIDS HANDLING PUMP OF THE PUMP: THE PUMP SHALL BE A CUSTOM DESIGNED, INTEGRAL, VERTICAL ROTOR, MOTOR DRIVEN, SOLIDS HANDLING PUMP OF THE PROGRESSING CAVITY TYPE WITH A SINGLE MECHANICAL SEAL. DOUBLE RADIAL O-RING SEALS ARE REQUIRED AT ALL CASTING JOINTS TO MINIMIZE CORROSION AND CREATE A PROTECTIVE BARRIER. ALL PUMP CASTINGS SHALL BE CAST IRON, FULLY EPOXY COATED TO 8-10 MIL NOMINAL DRY THICKNESS, WET APPLIED. THE ROTOR SHALL BE THROUGH-HARDENED, HIGHLY POLISHED, PRECIPITATION HARDENED STAINLESS STEEL. THE STATOR SHALL BE OF A SPECIFICALLY COMPOUNDED ETHYLENE PROPYLENE SYNTHETIC ELASTOMER. THIS MATERIAL SHALL BE SUITABLE FOR DOMESTIC WASTEWATER SERVICE. ITS PHYSICAL PROPERTIES SHALL INCLUDE HIGH TEAR AND ABRASION RESISTANCE, GREASE RESISTANCE, WATER AND DETERGENT RESISTANCE, TEMPERATURE STABILITY, EXCELLENT AGING PROPERTIES, AND OUTSTANDING WEAR RESISTANCE. BUNA-N IS NOT ACCEPTABLE AS A STATOR MATERIAL BECAUSE IT DOES NOT EXHIBIT THE PROPERTIES AS OUTLINED ABOVE AND REQUIRED FOR WASTEWATER SERVICE. 2.02 GRINDER: THE GRINDER SHALL BE PLACED IMMEDIATELY BELOW THE PUMPING ELEMENTS AND SHALL BE DIRECT-DRIVEN BY A SINGLE, GRINDER: THE GRINDER SHALL BE PLACED IMMEDIATELY BELOW THE PUMPING ELEMENTS AND SHALL BE DIRECT-DRIVEN BY A SINGLE, ONE-PIECE MOTOR SHAFT. THE GRINDER IMPELLER (CUTTER WHEEL) ASSEMBLY SHALL BE SECURELY FASTENED TO THE PUMP MOTOR SHAFT BY MEANS OF A THREADED CONNECTION ATTACHING THE GRINDER IMPELLER TO THE MOTOR SHAFT. ATTACHMENT BY MEANS OF PINS OR KEYS WILL NOT BE ACCEPTABLE. THE GRINDER IMPELLER SHALL BE A ONE-PIECE, 4140 CUTTER WHEEL OF THE ROTATING TYPE WITH INDUCTIVELY HARDENED CUTTER TEETH. THE CUTTER TEETH SHALL BE INDUCTIVELY HARDENED TO ROCKWELL 50 - 60C FOR ABRASION RESISTANCE. THE SHREDDER RING SHALL BE OF THE STATIONARY TYPE AND THE MATERIAL SHALL BE WHITE CAST IRON. THE TEETH SHALL BE GROUND INTO THE MATERIAL TO ACHIEVE EFFECTIVE GRINDING. THE SHREDDER RING SHALL HAVE A STAGGERED TOOTH PATTERN WITH ONLY ONE EDGE ENGAGED AT A TIME, MAXIMIZING THE CUTTING TORQUE. THESE MATERIALS HAVE BEEN CHOSEN FOR THEIR CAPACITY TO PERFORM IN THE INTENDED ENVIRONMENT AS THEY ARE MATERIALS WITH WEAR AND CORROSIVE RESISTANT PROPERTIES. THIS ASSEMBLY SHALL BE DYNAMICALLY BALANCED AND OPERATE WITHOUT OBJECTIONABLE NOISE OR VIBRATION OVER THE ENTIRE RANGE OF RECOMMENDED OPERATING PRESSURES. THE GRINDER SHALL BE CONSTRUCTED SO AS TO MINIMIZE CLOGGING AND JAMMING UNDER ALL NORMAL OPERATING CONDITIONS INCLUDING STARTING. SUFFICIENT VORTEX ACTION SHALL BE CREATED TO SCOUR THE TANK FREE OF DEPOSITS OR SLUDGE BANKS WHICH WOULD IMPAIR THE OPERATION OF THE PUMP. THESE REQUIREMENTS SHALL BE ACCOMPLISHED BY THE FOLLOWING, IN CONJUNCTION WITH THE PUMP: 1. THE GRINDER SHALL BE POSITIONED IN SUCH A WAY THAT SOLIDS ARE FED IN AN UPWARD FLOW DIRECTION. THE GRINDER SHALL BE POSITIONED IN SUCH A WAY THAT SOLIDS ARE FED IN AN UPWARD FLOW DIRECTION. 2. THE MAXIMUM FLOW RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN THE MAXIMUM FLOW RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN MAXIMUM FLOW RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN MAXIMUM FLOW RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN FLOW RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN FLOW RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN FEET PER SECOND. THIS IS A CRITICAL DESIGN FEET PER SECOND. THIS IS A CRITICAL DESIGN PER SECOND. THIS IS A CRITICAL DESIGN PER SECOND. THIS IS A CRITICAL DESIGN SECOND. THIS IS A CRITICAL DESIGN SECOND. THIS IS A CRITICAL DESIGN THIS IS A CRITICAL DESIGN THIS IS A CRITICAL DESIGN IS A CRITICAL DESIGN IS A CRITICAL DESIGN A CRITICAL DESIGN A CRITICAL DESIGN CRITICAL DESIGN CRITICAL DESIGN DESIGN DESIGN ELEMENT TO MINIMIZE JAMMING AND AS SUCH MUST BE ADHERED TO. 3. THE INLET SHROUD SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN THE INLET SHROUD SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN INLET SHROUD SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN INLET SHROUD SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN SHROUD SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN SHROUD SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN SHROUDS THAT ARE LESS THAN 5 INCHES IN SHROUDS THAT ARE LESS THAN 5 INCHES IN THAT ARE LESS THAN 5 INCHES IN THAT ARE LESS THAN 5 INCHES IN ARE LESS THAN 5 INCHES IN ARE LESS THAN 5 INCHES IN LESS THAN 5 INCHES IN LESS THAN 5 INCHES IN THAN 5 INCHES IN THAN 5 INCHES IN 5 INCHES IN 5 INCHES IN INCHES IN INCHES IN IN IN DIAMETER WILL NOT BE ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET WILL NOT BE ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET WILL NOT BE ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET NOT BE ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET NOT BE ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET BE ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET BE ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET SPECIFIED 4 FEET PER SECOND MAXIMUM INLET SPECIFIED 4 FEET PER SECOND MAXIMUM INLET 4 FEET PER SECOND MAXIMUM INLET 4 FEET PER SECOND MAXIMUM INLET FEET PER SECOND MAXIMUM INLET FEET PER SECOND MAXIMUM INLET PER SECOND MAXIMUM INLET PER SECOND MAXIMUM INLET SECOND MAXIMUM INLET SECOND MAXIMUM INLET MAXIMUM INLET MAXIMUM INLET INLET INLET VELOCITY WHICH BY DESIGN PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP WHICH BY DESIGN PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP WHICH BY DESIGN PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP BY DESIGN PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP BY DESIGN PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP DESIGN PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP DESIGN PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP MECHANISM AND MINIMIZES BLINDING OF THE PUMP MECHANISM AND MINIMIZES BLINDING OF THE PUMP AND MINIMIZES BLINDING OF THE PUMP AND MINIMIZES BLINDING OF THE PUMP MINIMIZES BLINDING OF THE PUMP MINIMIZES BLINDING OF THE PUMP BLINDING OF THE PUMP BLINDING OF THE PUMP OF THE PUMP OF THE PUMP THE PUMP THE PUMP PUMP PUMP BY LARGE OBJECTS THAT BLOCK THE INLET SHROUD. 4. THE IMPELLER MECHANISM MUST ROTATE AT A NOMINAL SPEED OF NO GREATER THAN 1800 RPM. THE IMPELLER MECHANISM MUST ROTATE AT A NOMINAL SPEED OF NO GREATER THAN 1800 RPM. THE GRINDER SHALL BE CAPABLE OF REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE, INCLUDING A REASONABLE AMOUNT OF “FOREIGN OBJECTS,” SUCH AS PAPER, WOOD, PLASTIC, GLASS, WIPES, RUBBER AND THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH FOREIGN OBJECTS,” SUCH AS PAPER, WOOD, PLASTIC, GLASS, WIPES, RUBBER AND THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH SUCH AS PAPER, WOOD, PLASTIC, GLASS, WIPES, RUBBER AND THE LIKE, TO FINELY-DIVIDED PARTICLES WHICH WILL PASS FREELY THROUGH THE PASSAGES OF THE PUMP AND THE 1-1/4" DIAMETER STAINLESS STEEL DISCHARGE PIPING. 2.03 ELECTRIC MOTOR: AS A MAXIMUM, THE MOTOR SHALL BE A 1 HP, 1725 RPM, 240 VOLT 60 HERTZ, 1 PHASE, CAPACITOR START, BALL ELECTRIC MOTOR: AS A MAXIMUM, THE MOTOR SHALL BE A 1 HP, 1725 RPM, 240 VOLT 60 HERTZ, 1 PHASE, CAPACITOR START, BALL BEARING, AIR-COOLED INDUCTION TYPE WITH CLASS F INSTALLATION, LOW STARTING CURRENT NOT TO EXCEED 30 AMPERES AND HIGH STARTING TORQUE OF 8.4 FOOT POUNDS. THE MOTOR SHALL BE PRESS-FIT INTO THE CASTING FOR BETTER HEAT TRANSFER AND LONGER WINDING LIFE. INHERENT PROTECTION AGAINST RUNNING OVERLOADS OR LOCKED ROTOR CONDITIONS FOR THE PUMP MOTOR SHALL BE PROVIDED BY THE USE OF AN AUTOMATIC-RESET, INTEGRAL THERMAL OVERLOAD PROTECTOR INCORPORATED INTO THE MOTOR. THIS MOTOR PROTECTOR COMBINATION SHALL HAVE BEEN SPECIFICALLY INVESTIGATED AND LISTED BY UNDERWRITERS LABORATORIES, INC., FOR THE APPLICATION. NON-CAPACITOR START MOTORS OR PERMANENT SPLIT CAPACITOR MOTORS WILL NOT BE ACCEPTED BECAUSE OF THEIR REDUCED STARTING TORQUE AND CONSEQUENT DIMINISHED GRINDING CAPABILITY. THE WET PORTION OF THE MOTOR ARMATURE MUST BE 300 SERIES STAINLESS. TO REDUCE THE POTENTIAL OF ENVIRONMENTAL CONCERNS, THE EXPENSE OF HANDLING AND DISPOSING OF OIL, AND THE ASSOCIATED MAINTENANCE COSTS, OIL-FILLED MOTORS WILL NOT BE ACCEPTED. 2.04 MECHANICAL SEAL: THE PUMP/CORE SHALL BE PROVIDED WITH A MECHANICAL SHAFT SEAL TO PREVENT LEAKAGE BETWEEN THE MECHANICAL SEAL: THE PUMP/CORE SHALL BE PROVIDED WITH A MECHANICAL SHAFT SEAL TO PREVENT LEAKAGE BETWEEN THE MOTOR AND PUMP. THE SEAL SHALL HAVE A STATIONARY CERAMIC SEAT AND CARBON ROTATING SURFACE WITH FACES PRECISION LAPPED AND HELD IN POSITION BY A STAINLESS STEEL SPRING. 2.05 TANK: HIGH DENSITY POLYETHYLENE CONSTRUCTION (HDPE). THE TANK SHALL BE A WETWELL DESIGN MADE OF HIGH DENSITY TANK: HIGH DENSITY POLYETHYLENE CONSTRUCTION (HDPE). THE TANK SHALL BE A WETWELL DESIGN MADE OF HIGH DENSITY POLYETHYLENE OF A GRADE SELECTED FOR ENVIRONMENTAL STRESS CRACKING RESISTANCE. CORRUGATED SECTIONS ARE TO BE MADE OF A DOUBLE WALL CONSTRUCTION WITH THE INTERNAL WALL BEING GENERALLY SMOOTH TO PROMOTE SCOURING. CORRUGATIONS OF THE OUTSIDE WALL ARE TO BE OF A MINIMUM AMPLITUDE OF 1-1/2" TO PROVIDE NECESSARY TRANSVERSE STIFFNESS. ANY INCIDENTAL SECTIONS OF A SINGLE WALL CONSTRUCTION ARE TO BE A MINIMUM .250 INCH THICK. ALL SEAMS CREATED DURING TANK CONSTRUCTION ARE TO BE THERMALLY WELDED AND FACTORY TESTED FOR LEAK TIGHTNESS. TANK WALL AND BOTTOM MUST WITHSTAND THE PRESSURE EXERTED BY SATURATED SOIL LOADING AT MAXIMUM BURIAL DEPTH. ALL STATION COMPONENTS MUST FUNCTION NORMALLY WHEN EXPOSED TO MAXIMUM EXTERNAL SOIL AND HYDROSTATIC PRESSURE. THE TANK SHALL BE FURNISHED WITH A FACTORY INSTALLED PVC INLET FLANGE TO ACCEPT A 4.50" OD (4" DWV OR SCH 40) INLET PIPE. THE TANK SHALL INCLUDE A LOCKABLE COVER ASSEMBLY PROVIDING LOW PROFILE MOUNTING AND WATERTIGHT CAPABILITY. THE COVER SHALL BE HIGH DENSITY POLYETHYLENE, GREEN IN COLOR, WITH A LOAD RATING OF 150 LBS PER SQUARE FOOT. THE COVER ASSEMBLY SHALL ALSO INCLUDE AN INTEGRAL 2-INCH VENT TO PREVENT SEWAGE GASES FROM ACCUMULATING IN THE TANK. THE ACCESSWAY DESIGN AND CONSTRUCTION SHALL FACILITATE FIELD ADJUSTMENT OF STATION HEIGHT IN INCREMENTS OF 3" OR LESS WITHOUT THE USE OF ANY ADHESIVES OR SEALANTS REQUIRING CURE TIME BEFORE INSTALLATION CAN BE COMPLETED. THE POWER AND CONTROL CABLE SHALL CONNECT TO THE PUMP BY MEANS OF THE PROVIDED NEMA 6P ELECTRICAL QUICK DISCONNECT (EQD) AND SHALL ENTER THE TANK THROUGH A FACTORY INSTALLED WATERTIGHT STRAIN RELIEF CONNECTOR. AN ELECTRICAL JUNCTION BOX SHALL NOT BE PERMITTED IN THE TANK. TANK HEIGHTS SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS. THE STATION SHALL HAVE ALL NECESSARY PENETRATIONS FACTORY SEALED AND TESTED. NO FIELD PENETRATIONS SHALL BE ACCEPTABLE. FIBERGLASS CONSTRUCTION. THE TANK SHALL BE A WETWELL DESIGN CONSISTING OF A SINGLE WALL, LAMINATED FIBERGLASS CONSTRUCTION. THE RESIN USED SHALL BE OF A COMMERCIAL GRADE SUITABLE FOR THE ENVIRONMENT. THE REINFORCING MATERIAL SHALL BE A COMMERCIAL GRADE OF GLASS FIBER CAPABLE OF BONDING WITH THE SELECTED RESIN. THE INNER SURFACE SHALL HAVE A SMOOTH FINISH AND BE FREE OF CRACKS AND CRAZING. THE EXTERIOR TANK SURFACE SHALL BE RELATIVELY SMOOTH WITH NO EXPOSED FIBER OR SHARP PROJECTIONS PRESENT. THE TANK WALL AND BOTTOM SHALL BE OF SUFFICIENT THICKNESS AND CONSTRUCTION TO WITHSTAND THE IMPOSED LOADING DUE TO SATURATED SOIL AT THE SPECIFIED BURIAL DEPTH FOR EACH AVAILABLE TANK HEIGHT. ALL STATION COMPONENTS MUST FUNCTION NORMALLY WHEN EXPOSED TO THE EXTERNAL SOIL AND HYDROSTATIC PRESSURES DEVELOPED AT THE SPECIFIED BURIAL DEPTH. THE TANK BOTTOM SHALL BE REINFORCED WITH A FIBERGLASS PLATE EXTENDING BEYOND THE TANK WALLS TO SUPPORT CONCRETE ANCHORING, AS REQUIRED, TO PREVENT FLOTATION. THE FIBERGLASS TANK SHALL HAVE A STAINLESS STEEL DISCHARGE BULKHEAD WHICH TERMINATES OUTSIDE THE TANK WALL WITH A 1-1/4" FEMALE PIPE THREAD. THE DISCHARGE BULKHEAD SHALL BE FACTORY INSTALLED AND WARRANTED BY THE MANUFACTURER TO BE WATERTIGHT. THE TANK SHALL BE FURNISHED WITH A FIELD INSTALLED EPDM GROMMET TO ACCEPT A 4.50" OD (4" DWV OR SCH 40) INLET PIPE. THE POWER AND CONTROL CABLE SHALL CONNECT TO THE PUMP BY MEANS OF THE PROVIDED NEMA 6P ELECTRICAL QUICK DISCONNECT (EQD) AND SHALL ENTER THE TANK THROUGH A FIELD INSTALLED WATERTIGHT STRAIN RELIEF CONNECTOR SUPPLIED BY THE MANUFACTURER. AN ELECTRICAL JUNCTION BOX SHALL NOT BE PERMITTED IN THE TANK. INSTALLATION OF THE INLET GROMMET AND CABLE STRAIN RELIEF SHALL REQUIRE FIELD PENETRATION OF THE TANK WALL BY THE INSTALLING PARTY. THE TANK SHALL ALSO BE VENTED TO PREVENT SEWAGE GASES FROM ACCUMULATING INSIDE THE TANK BY MEANS OF A FACTORY-PROVIDED, FIELD-INSTALLED MUSHROOM VENT. THE STATION COVER SHALL BE FACTORY DRILLED TO ACCEPT THE MUSHROOM VENT. THE TANK AND STAINLESS STEEL DISCHARGE BULKHEAD SHALL BE FACTORY-TESTED TO BE WATERTIGHT. CONSULT THE CONTRACT DRAWINGS FOR STATION TANK SIZES (DIAMETER AND HEIGHT). 2.06 DISCHARGE HOSE AND DISCONNECT/VALVE: ALL DISCHARGE FITTINGS AND PIPING SHALL BE CONSTRUCTED OF POLYPROPYLENE, EPDM DISCHARGE HOSE AND DISCONNECT/VALVE: ALL DISCHARGE FITTINGS AND PIPING SHALL BE CONSTRUCTED OF POLYPROPYLENE, EPDM OR PVC. THE DISCHARGE HOSE ASSEMBLY SHALL INCLUDE A SHUT-OFF VALVE RATED FOR 200 PSI WOG AND A QUICK DISCONNECT FEATURE TO SIMPLIFY INSTALLATION AND PUMP REMOVAL. THE BULKHEAD PENETRATION SHALL BE FACTORY INSTALLED AND WARRANTED BY THE MANUFACTURER TO BE WATERTIGHT. 2.07 ELECTRICAL QUICK DISCONNECT: THE GRINDER PUMP CORE SHALL INCLUDE A FACTORY-INSTALLED NEMA 6P ELECTRICAL QUICK ELECTRICAL QUICK DISCONNECT: THE GRINDER PUMP CORE SHALL INCLUDE A FACTORY-INSTALLED NEMA 6P ELECTRICAL QUICK DISCONNECT (EQD) FOR ALL POWER AND CONTROL FUNCTIONS. THE EQD WILL BE SUPPLIED WITH 32' OF USEABLE, ELECTRICAL SUPPLY CABLE (ESC) TO CONNECT TO THE ALARM PANEL. THE EQD SHALL REQUIRE NO TOOLS FOR ASSEMBLY, SEAL AGAINST WATER BEFORE THE ELECTRICAL CONNECTION IS MADE, AND INCLUDE RADIAL SEALS TO ASSURE A WATERTIGHT SEAL REGARDLESS OF TIGHTENING TORQUE. PLUG-TYPE CONNECTIONS OF THE POWER CABLE ONTO THE PUMP HOUSING WILL NOT BE ACCEPTABLE DUE TO THE POTENTIAL FOR LEAKS AND ELECTRICAL SHORTS. JUNCTION BOXES ARE NOT ACCEPTABLE DUE TO THE LARGE NUMBER OF POTENTIAL LEAK POINTS. THE EQD SHALL BE SO DESIGNED TO BE CONDUCIVE TO FIELD WIRING AS REQUIRED. 2.08 CHECK VALVE: THE PUMP DISCHARGE SHALL BE EQUIPPED WITH A FACTORY INSTALLED, GRAVITY OPERATED, FLAPPER-TYPE INTEGRAL CHECK VALVE: THE PUMP DISCHARGE SHALL BE EQUIPPED WITH A FACTORY INSTALLED, GRAVITY OPERATED, FLAPPER-TYPE INTEGRAL CHECK VALVE BUILT INTO THE DISCHARGE PIPING. THE CHECK VALVE WILL PROVIDE A FULL-PORTED PASSAGEWAY WHEN OPEN, AND SHALL INTRODUCE A FRICTION LOSS OF LESS THAN 6 INCHES OF WATER AT MAXIMUM RATED FLOW. MOVING PARTS WILL BE MADE OF A 300 SERIES STAINLESS STEEL AND FABRIC REINFORCED SYNTHETIC ELASTOMER TO ENSURE CORROSION RESISTANCE, DIMENSIONAL STABILITY, AND FATIGUE STRENGTH. A NONMETALLIC HINGE SHALL BE AN INTEGRAL PART OF THE FLAPPER ASSEMBLY PROVIDING A MAXIMUM DEGREE OF FREEDOM TO ASSURE SEATING EVEN AT A VERY LOW BACK-PRESSURE. THE VALVE BODY SHALL BE AN INJECTION MOLDED PART MADE OF AN ENGINEERED THERMOPLASTIC RESIN. THE VALVE SHALL BE RATED FOR CONTINUOUS OPERATING PRESSURE OF 235 PSI. BALL-TYPE CHECK VALVES ARE UNACCEPTABLE DUE TO THEIR LIMITED SEALING CAPACITY IN SLURRY APPLICATIONS. 2.09 ANTI-SIPHON VALVE: THE PUMP DISCHARGE SHALL BE EQUIPPED WITH A FACTORY-INSTALLED, GRAVITY-OPERATED, FLAPPER-TYPE ANTI-SIPHON VALVE: THE PUMP DISCHARGE SHALL BE EQUIPPED WITH A FACTORY-INSTALLED, GRAVITY-OPERATED, FLAPPER-TYPE INTEGRAL ANTI-SIPHON VALVE BUILT INTO THE DISCHARGE PIPING. MOVING PARTS WILL BE MADE OF 300 SERIES STAINLESS STEEL AND FABRIC-REINFORCED SYNTHETIC ELASTOMER TO ENSURE CORROSION RESISTANCE, DIMENSIONAL STABILITY, AND FATIGUE STRENGTH. A NONMETALLIC HINGE SHALL BE AN INTEGRAL PART OF THE FLAPPER ASSEMBLY, PROVIDING A MAXIMUM DEGREE OF FREEDOM TO ENSURE PROPER OPERATION EVEN AT A VERY LOW PRESSURE. THE VALVE BODY SHALL BE INJECTION-MOLDED FROM AN ENGINEERED THERMOPLASTIC RESIN. HOLES OR PORTS IN THE DISCHARGE PIPING ARE NOT ACCEPTABLE ANTI-SIPHON DEVICES DUE TO THEIR TENDENCY TO CLOG FROM THE SOLIDS IN THE SLURRY BEING PUMPED. THE ANTI-SIPHON PORT DIAMETER SHALL BE NO LESS THAN 60% OF THE INSIDE DIAMETER OF THE PUMP DISCHARGE PIPING. 2.10 CORE UNIT: THE GRINDER PUMP STATION SHALL HAVE AN EASILY REMOVABLE CORE ASSEMBLY CONTAINING PUMP, MOTOR, GRINDER, CORE UNIT: THE GRINDER PUMP STATION SHALL HAVE AN EASILY REMOVABLE CORE ASSEMBLY CONTAINING PUMP, MOTOR, GRINDER, ALL MOTOR CONTROLS, CHECK VALVE, ANTI-SIPHON VALVE, ELECTRICAL QUICK DISCONNECT AND WIRING. THE WATERTIGHT INTEGRITY OF THE CORE UNIT SHALL BE ESTABLISHED BY A 100% FACTORY TEST AT A MINIMUM OF 5 PSIG. 2.11 CONTROLS: ALL NECESSARY MOTOR STARTING CONTROLS SHALL BE LOCATED IN THE CAST IRON ENCLOSURE OF THE CORE UNIT CONTROLS: ALL NECESSARY MOTOR STARTING CONTROLS SHALL BE LOCATED IN THE CAST IRON ENCLOSURE OF THE CORE UNIT SECURED BY STAINLESS STEEL FASTENERS. LOCATING MOTOR STARTING CONTROLS IN A PLASTIC ENCLOSURE IS NOT ACCEPTABLE. WASTEWATER LEVEL SENSING CONTROLS SHALL BE HOUSED IN A SEPARATE ENCLOSURE FROM MOTOR STARTING CONTROLS. LEVEL SENSOR HOUSING MUST BE SEALED VIA A RADIAL TYPE SEAL; SOLVENTS OR GLUES ARE NOT ACCEPTABLE. LEVEL SENSING CONTROL HOUSING MUST BE INTEGRALLY ATTACHED TO PUMP ASSEMBLY SO THAT IT MAY BE REMOVED FROM THE STATION WITH THE PUMP AND IN SUCH A WAY AS TO MINIMIZE THE POTENTIAL FOR THE ACCUMULATION OF GREASE AND DEBRIS ACCUMULATION, ETC. LEVEL SENSING HOUSING MUST BE A HIGH-IMPACT THERMOPLASTIC COPOLYMER OVER-MOLDED WITH A THERMO PLASTIC ELASTOMER. THE USE OF PVC FOR THE LEVEL SENSING HOUSING IS NOT ACCEPTABLE. NON-FOULING WASTEWATER LEVEL CONTROLS FOR CONTROLLING PUMP OPERATION SHALL BE ACCOMPLISHED BY MONITORING THE PRESSURE CHANGES IN AN INTEGRAL AIR COLUMN CONNECTED TO A PRESSURE SWITCH. THE AIR COLUMN SHALL BE INTEGRALLY MOLDED FROM A THERMOPLASTIC ELASTOMER SUITABLE FOR USE IN WASTEWATER AND WITH EXCELLENT IMPACT RESISTANCE. THE AIR COLUMN SHALL HAVE ONLY A SINGLE CONNECTION BETWEEN THE WATER LEVEL BEING MONITORED AND THE PRESSURE SWITCH. ANY CONNECTIONS ARE TO BE RADIAL SEALED WITH REDUNDANT O-RINGS. THE LEVEL DETECTION DEVICE SHALL HAVE NO MOVING PARTS IN DIRECT CONTACT WITH THE WASTEWATER AND SHALL BE INTEGRAL TO THE PUMP CORE ASSEMBLY IN A SINGLE, READILY-EXCHANGED UNIT. DEPRESSING THE PUSH TO RUN BUTTON MUST OPERATE THE PUMP EVEN WITH THE LEVEL SENSOR HOUSING REMOVED FROM THE PUMP. ALL FASTENERS THROUGHOUT THE ASSEMBLY SHALL BE 300 SERIES STAINLESS STEEL. HIGH-LEVEL SENSING WILL BE ACCOMPLISHED IN THE MANNER DETAILED ABOVE BY A SEPARATE AIR COLUMN SENSOR AND PRESSURE SWITCH OF THE SAME TYPE. CLOSURE OF THE HIGH-LEVEL SENSING DEVICE WILL ENERGIZE AN ALARM CIRCUIT AS WELL AS A REDUNDANT PUMP-ON CIRCUIT. FOR INCREASED RELIABILITY, PUMP ON/OFF AND HIGH-LEVEL ALARM FUNCTIONS SHALL NOT BE CONTROLLED BY THE SAME SWITCH. FLOAT SWITCHES OF ANY KIND, INCLUDING FLOAT TREES, WILL NOT BE ACCEPTED DUE TO THE PERIODIC NEED TO MAINTAIN (RINSING, CLEANING) SUCH DEVICES AND THEIR TENDENCY TO MALFUNCTION BECAUSE OF INCORRECT WIRING, TANGLING, GREASE BUILDUP, AND MECHANICAL CORD FATIGUE. TO ASSURE RELIABLE OPERATION OF THE PRESSURE SWITCHES, EACH CORE SHALL BE EQUIPPED WITH A FACTORY INSTALLED EQUALIZER DIAPHRAGM THAT COMPENSATES FOR ANY ATMOSPHERIC PRESSURE OR TEMPERATURE CHANGES. TUBE OR PIPING RUNS OUTSIDE OF THE STATION TANK OR INTO TANK-MOUNTED JUNCTION BOXES PROVIDING PRESSURE SWITCH EQUALIZATION WILL NOT BE PERMITTED DUE TO THEIR SUSCEPTIBILITY TO CONDENSATION, KINKING, PINCHING, AND INSECT INFESTATION. THE GRINDER PUMP WILL BE FURNISHED WITH A 6 CONDUCTOR 14 GAUGE, TYPE SJOW CABLE, PRE-WIRED AND WATERTIGHT TO MEET UL REQUIREMENTS WITH A FACTORY INSTALLED NEMA 6P EQD HALF ATTACHED TO IT. 2.12 PANEL SPECIFICATION (REFER TO SITE ELECTRICAL ENGINEERING SPECIFICATIONS) PANEL SPECIFICATION (REFER TO SITE ELECTRICAL ENGINEERING SPECIFICATIONS) 2.13 SERVICEABILITY: THE GRINDER PUMP CORE, INCLUDING LEVEL SENSOR ASSEMBLY, SHALL HAVE TWO LIFTING HOOKS COMPLETE WITH SERVICEABILITY: THE GRINDER PUMP CORE, INCLUDING LEVEL SENSOR ASSEMBLY, SHALL HAVE TWO LIFTING HOOKS COMPLETE WITH LIFT-OUT HARNESS CONNECTED TO ITS TOP HOUSING TO FACILITATE EASY CORE REMOVAL WHEN NECESSARY. THE LEVEL SENSOR ASSEMBLY MUST BE EASILY REMOVED FROM THE PUMP ASSEMBLY FOR SERVICE OR REPLACEMENT. ALL MECHANICAL AND ELECTRICAL CONNECTIONS MUST PROVIDE EASY DISCONNECT CAPABILITY FOR CORE UNIT REMOVAL AND INSTALLATION. EACH EQD HALF MUST INCLUDE A WATER-TIGHT COVER TO PROTECT THE INTERNAL ELECTRICAL PINS WHILE THE EQD IS UNPLUGGED. A PUMP PUSH-TO-RUN FEATURE WILL BE PROVIDED FOR FIELD TROUBLE SHOOTING. THE PUSH-TO-RUN FEATURE MUST OPERATE THE PUMP EVEN IF THE LEVEL SENSOR ASSEMBLY HAS BEEN REMOVED FROM THE PUMP ASSEMBLY. ALL MOTOR CONTROL COMPONENTS SHALL BE MOUNTED ON A READILY REPLACEABLE BRACKET FOR EASE OF FIELD SERVICE. 2.14 OSHA CONFINED SPACE: ALL MAINTENANCE TASKS FOR THE GRINDER PUMP STATION MUST BE POSSIBLE WITHOUT ENTRY INTO THE OSHA CONFINED SPACE: ALL MAINTENANCE TASKS FOR THE GRINDER PUMP STATION MUST BE POSSIBLE WITHOUT ENTRY INTO THE GRINDER PUMP STATION (AS PER OSHA 1910.146 PERMIT-REQUIRED CONFINED SPACES). “ENTRY MEANS THE ACTION BY WHICH A ENTRY MEANS THE ACTION BY WHICH A PERSON PASSES THROUGH AN OPENING INTO A PERMIT-REQUIRED CONFINED SPACE. ENTRY INCLUDES ENSUING WORK ACTIVITIES IN THAT SPACE AND IS CONSIDERED TO HAVE OCCURRED AS SOON AS ANY PART OF THE ENTRANT'S BODY BREAKS THE PLANE OF AN OPENING INTO THE SPACE.” 2.15 SAFETY: THE GRINDER PUMP SHALL BE FREE FROM ELECTRICAL AND FIRE HAZARDS AS REQUIRED IN A RESIDENTIAL ENVIRONMENT. AS SAFETY: THE GRINDER PUMP SHALL BE FREE FROM ELECTRICAL AND FIRE HAZARDS AS REQUIRED IN A RESIDENTIAL ENVIRONMENT. AS EVIDENCE OF COMPLIANCE WITH THIS REQUIREMENT, THE COMPLETELY ASSEMBLED AND WIRED GRINDER PUMP STATION SHALL BE LISTED BY UNDERWRITERS LABORATORIES, INC., TO BE SAFE AND APPROPRIATE FOR THE INTENDED USE. UL LISTING OF COMPONENTS OF THE STATION, OR THIRD-PARTY TESTING TO UL STANDARD ARE NOT ACCEPTABLE. THE GRINDER PUMP SHALL MEET ACCEPTED STANDARDS FOR PLUMBING EQUIPMENT FOR USE IN OR NEAR RESIDENCES, SHALL BE FREE FROM NOISE, ODOR, OR HEALTH HAZARDS, AND SHALL HAVE BEEN TESTED BY AN INDEPENDENT LABORATORY TO CERTIFY ITS CAPABILITY TO PERFORM AS SPECIFIED IN EITHER INDIVIDUAL OR LOW PRESSURE SEWER SYSTEM APPLICATIONS. AS EVIDENCE OF COMPLIANCE WITH THIS REQUIREMENT, THE GRINDER PUMP SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRD-PARTY TESTING TO NSF STANDARD IS NOT ACCEPTABLE. 2.16 BALLAST INSTALLATION: A CONCRETE BALLAST ANCHOR IS REQUIRED TO PREVENT FLOTATION OF THE TANK WHEN GROUNDWATER IS BALLAST INSTALLATION: A CONCRETE BALLAST ANCHOR IS REQUIRED TO PREVENT FLOTATION OF THE TANK WHEN GROUNDWATER IS PRESENT. THE CONCRETE ANCHOR IS NOT OPTIONAL. POUR APPROXIMATELY 1" O 2" OF CONCRETE ONTO THE GRAVEL BED AND PLACE THE TANK INTO THE EXCAVATION. ENSURE THE TANK IS PROPERLY POSITIONED IN THE EXCAVATION TO SUPPORT INLET PIPE AND DISCHARGE PIPE CONNECTIONS BEFORE POURING THE CONCRETE BALLAST. THE UNIT SHOULD BE LEVELED AND FILLED WITH WATER, ABOUT 24" DEEP, TO PREVENT SHIFTING WHILE THE REMAINING BALLAST POURED. THE CONCRETE SHOULD BE VIBRATED, AS NECESSARY, TO ELIMINATE VOIDS. 3.0 EXECUTION EXECUTION 3.01 FACTORY TEST: EACH GRINDER PUMP SHALL BE SUBMERGED AND OPERATED FOR 1.5 MINUTES (MINIMUM). INCLUDED IN THIS FACTORY TEST: EACH GRINDER PUMP SHALL BE SUBMERGED AND OPERATED FOR 1.5 MINUTES (MINIMUM). INCLUDED IN THIS PROCEDURE WILL BE THE TESTING OF ALL ANCILLARY COMPONENTS SUCH AS, THE ANTI-SIPHON VALVE, CHECK VALVE, DISCHARGE ASSEMBLY AND EACH UNIT'S DEDICATED LEVEL CONTROLS AND MOTOR CONTROLS. ALL FACTORY TESTS SHALL INCORPORATE EACH OF THE ABOVE LISTED ITEMS. ACTUAL APPURTENANCES AND CONTROLS WHICH WILL BE INSTALLED IN THE FIELD SHALL BE PARTICULAR TO THE TESTED PUMP ONLY. A COMMON SET OF APPURTENANCES AND CONTROLS FOR ALL PUMPS IS NOT ACCEPTABLE. CERTIFIED TEST RESULTS SHALL BE AVAILABLE UPON REQUEST SHOWING THE OPERATION OF EACH GRINDER PUMP AT TWO DIFFERENT POINTS ON ITS CURVE. ADDITIONAL VALIDATION TESTS INCLUDE: INTEGRAL LEVEL CONTROL PERFORMANCE, CONTINUITY TO GROUND AND ACOUSTIC TESTS OF THE ROTATING COMPONENTS. THE ENGINEER RESERVES THE RIGHT TO INSPECT SUCH TESTING PROCEDURES WITH REPRESENTATIVES OF THE OWNER, AT THE GRINDER PUMP MANUFACTURER'S FACILITY. MANUFACTURER'S FACILITY. ALL HDPE BASINS SHALL BE FACTORY LEAK TESTED TO ASSURE THE INTEGRITY OF ALL JOINTS, SEAMS AND PENETRATIONS. ALL NECESSARY PENETRATIONS SUCH AS INLETS, DISCHARGE FITTINGS AND CABLE CONNECTORS SHALL BE INCLUDED IN THIS TEST ALONG WITH THEIR RESPECTIVE SEALING MEANS (GROMMETS, GASKETS ETC.). FIBERGLASS BASINS WITH STAINLESS STEEL DISCHARGE BULKHEAD SHALL BE FACTORY TESTED TO BE WATERTIGHT. 3.02 CERTIFIED SERVICE PROGRAM: THE GRINDER PUMP MANUFACTURER SHALL PROVIDE A PROGRAM IMPLEMENTED BY THE CERTIFIED SERVICE PROGRAM: THE GRINDER PUMP MANUFACTURER SHALL PROVIDE A PROGRAM IMPLEMENTED BY THE MANUFACTURER'S PERSONNEL AS DESCRIBED IN THIS SPECIFICATION TO CERTIFY THE SERVICE COMPANY AS AN AUTHORIZED SERVICED CENTER. AS EVIDENCE OF THIS, THE MANUFACTURER SHALL PROVIDE, WHEN REQUESTED, SUFFICIENT EVIDENCE THAT THEY HAVE MAINTAINED THEIR OWN SERVICE DEPARTMENT FOR A MINIMUM OF 30 YEARS AND CURRENTLY EMPLOY A MINIMUM OF FIVE EMPLOYEES SPECIFICALLY IN THE SERVICE DEPARTMENT. AS PART OF THIS PROGRAM, THE MANUFACTURER SHALL EVALUATE THE SERVICE TECHNICIANS AS WELL AS THE SERVICE ORGANIZATION ANNUALLY. THE SERVICE COMPANY WILL BE AUTHORIZED BY THE MANUFACTURER TO MAKE INDEPENDENT WARRANTY JUDGMENTS. THE AREAS COVERED BY THE PROGRAM SHALL INCLUDE, AS A MINIMUM: 1. PUMP POPULATION INFORMATION -- THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE PUMP POPULATION INFORMATION -- THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE POPULATION INFORMATION -- THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE POPULATION INFORMATION -- THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE INFORMATION -- THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE INFORMATION -- THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE -- THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE -- THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE DETAILED DATABASE FOR THE GRINDER PUMPS IN THE DETAILED DATABASE FOR THE GRINDER PUMPS IN THE DATABASE FOR THE GRINDER PUMPS IN THE DATABASE FOR THE GRINDER PUMPS IN THE FOR THE GRINDER PUMPS IN THE FOR THE GRINDER PUMPS IN THE THE GRINDER PUMPS IN THE THE GRINDER PUMPS IN THE GRINDER PUMPS IN THE GRINDER PUMPS IN THE PUMPS IN THE PUMPS IN THE IN THE IN THE THE THE TERRITORY THAT TRACKS SERIAL NUMBERS BY ADDRESS. 2. INVENTORY MANAGEMENT -- THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, INVENTORY MANAGEMENT -- THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, MANAGEMENT -- THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, MANAGEMENT -- THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, -- THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, -- THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, LEVEL OF INVENTORY (PUMPS, TANKS, LEVEL OF INVENTORY (PUMPS, TANKS, OF INVENTORY (PUMPS, TANKS, OF INVENTORY (PUMPS, TANKS, INVENTORY (PUMPS, TANKS, INVENTORY (PUMPS, TANKS, (PUMPS, TANKS, (PUMPS, TANKS, TANKS, TANKS, PANELS, SERVICE PARTS, ETC.) INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS SERVICE PARTS, ETC.) INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS SERVICE PARTS, ETC.) INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS PARTS, ETC.) INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS PARTS, ETC.) INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS ETC.) INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS ETC.) INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS PROPER INVENTORY LABELING. SERVICE TECHNICIANS PROPER INVENTORY LABELING. SERVICE TECHNICIANS INVENTORY LABELING. SERVICE TECHNICIANS INVENTORY LABELING. SERVICE TECHNICIANS LABELING. SERVICE TECHNICIANS LABELING. SERVICE TECHNICIANS SERVICE TECHNICIANS SERVICE TECHNICIANS TECHNICIANS TECHNICIANS WILL ALSO MAINTAIN APPROPRIATE PARTS INVENTORY AND SPARE CORE(S) ON SERVICE VEHICLES. 3. SERVICE PERSONNEL CERTIFICATION -- SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE SERVICE PERSONNEL CERTIFICATION -- SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE PERSONNEL CERTIFICATION -- SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE PERSONNEL CERTIFICATION -- SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE CERTIFICATION -- SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE CERTIFICATION -- SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE -- SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE -- SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE TECHNICIANS WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE WILL MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE MAINTAIN THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE THEIR LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE LEVEL-SPECIFIC CERTIFICATION ANNUALLY. THE CERTIFICATION ANNUALLY. THE CERTIFICATION ANNUALLY. THE ANNUALLY. THE ANNUALLY. THE CERTIFICATIONS ARE GIVEN IN FIELD TROUBLESHOOTING, REPAIR, AND TRAINING. 4. SERVICE DOCUMENTATION AND RECORDS -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE SERVICE DOCUMENTATION AND RECORDS -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE DOCUMENTATION AND RECORDS -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE DOCUMENTATION AND RECORDS -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE AND RECORDS -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE AND RECORDS -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE RECORDS -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE RECORDS -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE -- START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE RECORDS, AND CUSTOMER FEEDBACK WILL BE RECORDS, AND CUSTOMER FEEDBACK WILL BE AND CUSTOMER FEEDBACK WILL BE AND CUSTOMER FEEDBACK WILL BE CUSTOMER FEEDBACK WILL BE CUSTOMER FEEDBACK WILL BE FEEDBACK WILL BE FEEDBACK WILL BE WILL BE WILL BE BE BE RECORDED BY THE SERVICE COMPANY. 5. SHOP ORGANIZATION -- THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE SHOP ORGANIZATION -- THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE ORGANIZATION -- THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE ORGANIZATION -- THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE -- THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE -- THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE AND PUMPS WILL BE TAGGED WITH SITE AND PUMPS WILL BE TAGGED WITH SITE PUMPS WILL BE TAGGED WITH SITE PUMPS WILL BE TAGGED WITH SITE WILL BE TAGGED WITH SITE WILL BE TAGGED WITH SITE BE TAGGED WITH SITE BE TAGGED WITH SITE TAGGED WITH SITE TAGGED WITH SITE WITH SITE WITH SITE SITE SITE INFORMATION AT ALL TIMES. THE SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO AT ALL TIMES. THE SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO AT ALL TIMES. THE SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO ALL TIMES. THE SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO ALL TIMES. THE SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO TIMES. THE SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO TIMES. THE SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO A TEST TANK, AND CLEANING TOOLS NECESSARY TO A TEST TANK, AND CLEANING TOOLS NECESSARY TO TEST TANK, AND CLEANING TOOLS NECESSARY TO TEST TANK, AND CLEANING TOOLS NECESSARY TO TANK, AND CLEANING TOOLS NECESSARY TO TANK, AND CLEANING TOOLS NECESSARY TO AND CLEANING TOOLS NECESSARY TO AND CLEANING TOOLS NECESSARY TO CLEANING TOOLS NECESSARY TO CLEANING TOOLS NECESSARY TO TOOLS NECESSARY TO TOOLS NECESSARY TO NECESSARY TO NECESSARY TO TO TO SERVICE PUMPS PROPERLY. 3.03 DELIVERY: ALL GRINDER PUMP CORE UNITS, INCLUDING LEVEL CONTROLS, WILL BE DELIVERED TO THE JOB SITE 100 PERCENT DELIVERY: ALL GRINDER PUMP CORE UNITS, INCLUDING LEVEL CONTROLS, WILL BE DELIVERED TO THE JOB SITE 100 PERCENT COMPLETELY ASSEMBLED, INCLUDING TESTING, READY FOR INSTALLATION. GRINDER PUMP CORES WILL BE SHIPPED SEPARATELY FROM THE TANKS. INSTALLING THE CORES AND DISCHARGE PIPING/HOSE INTO THE TANKS IS THE ONLY ASSEMBLY STEP REQUIRED AND ALLOWED DUE TO THE WORKMANSHIP ISSUES ASSOCIATED WITH OTHER ON-SITE ASSEMBLY. GRINDER PUMP CORES MUST BE BOXED FOR EASE OF HANDLING.

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3.04 INSTALLATION: EARTH EXCAVATION AND BACKFILL ARE SPECIFIED UNDER SITE WORK, BUT ARE ALSO TO BE DONE AS A PART OF THE INSTALLATION: EARTH EXCAVATION AND BACKFILL ARE SPECIFIED UNDER SITE WORK, BUT ARE ALSO TO BE DONE AS A PART OF THE WORK UNDER THIS SECTION, INCLUDING ANY NECESSARY SHEETING AND BRACING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING GROUND WATER TO PROVIDE A FIRM, DRY SUBGRADE FOR THE STRUCTURE, AND SHALL GUARD AGAINST FLOTATION OR OTHER DAMAGE RESULTING FROM GENERAL WATER OR FLOODING. THE GRINDER PUMP STATIONS SHALL NOT BE SET INTO THE EXCAVATION UNTIL THE INSTALLATION PROCEDURES AND EXCAVATION HAVE BEEN APPROVED BY THE ENGINEER. REMOVE PACKING MATERIAL. USER INSTRUCTIONS MUST BE GIVEN TO THE OWNER. HARDWARE SUPPLIED WITH THE UNIT, IF REQUIRED, WILL BE USED AT INSTALLATION. THE BASIN WILL BE SUPPLIED WITH A STANDARD 4" INLET GROMMET (4.50" OD) FOR CONNECTING THE INCOMING SEWER LINE. APPROPRIATE INLET PIPING MUST BE USED. THE BASIN MAY NOT BE DROPPED, ROLLED OR LAID ON ITS SIDE FOR ANY REASON. INSTALLATION SHALL BE ACCOMPLISHED SO THAT 1" TO 4" OF ACCESSWAY, BELOW THE BOTTOM OF THE LID, EXTENDS ABOVE THE FINISHED GRADE LINE. THE FINISHED GRADE SHALL SLOPE AWAY FROM THE UNIT. THE DIAMETER OF THE EXCAVATED HOLE MUST BE LARGE ENOUGH TO ALLOW FOR THE CONCRETE ANCHOR. A 6" INCH (MINIMUM) LAYER OF NATURALLY ROUNDED AGGREGATE, CLEAN AND FREE FLOWING, WITH PARTICLE SIZE OF NOT LESS THAN 1/8" OR MORE THAN 3/4" SHALL BE USED AS BEDDING MATERIAL UNDER EACH UNIT. A CONCRETE ANTI-FLOTATION COLLAR, AS DETAILED ON THE DRAWINGS, AND SIZED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS, SHALL BE REQUIRED AND SHALL BE PRE-CAST TO THE GRINDER PUMP OR POURED IN PLACE. EACH GRINDER PUMP STATION WITH ITS PRE-CAST ANTI-FLOTATION COLLAR SHALL HAVE A MINIMUM OF THREE LIFTING EYES FOR LOADING AND UNLOADING PURPOSES. IF THE CONCRETE IS POURED IN PLACE, THE UNIT SHALL BE LEVELED, AND FILLED WITH WATER, TO THE BOTTOM OF THE INLET, TO HELP PREVENT THE UNIT FROM SHIFTING WHILE THE CONCRETE IS BEING POURED. THE CONCRETE MUST BE MANUALLY VIBRATED TO ENSURE THERE ARE NO VOIDS. IF IT IS NECESSARY TO POUR THE CONCRETE TO A LEVEL HIGHER THAN THE INLET PIPING, AN 8" SLEEVE IS REQUIRED OVER THE INLET PRIOR TO THE CONCRETE BEING POURED. THE CONTRACTOR WILL PROVIDE AND INSTALL A 4-FOOT PIECE OF 4-INCH SCH 40 PVC PIPE WITH WATER TIGHT CAP, TO STUB-OUT THE INLET FOR THE PROPERTY OWNERS' INSTALLATION CONTRACTOR, AS DEPICTED ON THE CONTRACT DRAWINGS. THE ELECTRICAL ENCLOSURE SHALL BE FURNISHED, INSTALLED AND WIRED TO THE GRINDER PUMP STATION BY THE CONTRACTOR. AN ALARM DEVICE IS REQUIRED ON EVERY INSTALLATION, THERE SHALL BE NO EXCEPTIONS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE ENGINEER TO COORDINATE WITH THE INDIVIDUAL PROPERTY OWNER(S) TO DETERMINE THE OPTIMUM LOCATION FOR THE ALARM PANEL. THE CONTRACTOR SHALL MOUNT THE ALARM DEVICE IN A CONSPICUOUS LOCATION, AS PER NATIONAL AND LOCAL CODES. THE ALARM PANEL WILL BE CONNECTED TO THE GRINDER PUMP STATION BY A LENGTH OF 6-CONDUCTOR TYPE TC CABLE AS SHOWN ON THE CONTRACT DRAWINGS. THE POWER AND ALARM CIRCUITS MUST BE ON SEPARATE POWER CIRCUITS. THE GRINDER PUMP STATIONS WILL BE PROVIDED WITH 32', 25' OF USEABLE, ELECTRICAL SUPPLY CABLE TO CONNECT THE STATION TO THE ALARM PANEL. THIS CABLE TO THE ALARM PANEL. THIS CABLE TO THE ALARM PANEL. THIS CABLE SHALL BE SUPPLIED WITH A FACTORY INSTALLED EQD HALF TO CONNECT TO THE MATING EQD HALF ON THE CORE. 3.05 BACKFILL REQUIREMENTS: PROPER BACKFILL IS ESSENTIAL TO THE LONG-TERM RELIABILITY OF ANY UNDERGROUND STRUCTURE. BACKFILL REQUIREMENTS: PROPER BACKFILL IS ESSENTIAL TO THE LONG-TERM RELIABILITY OF ANY UNDERGROUND STRUCTURE. SEVERAL METHODS OF BACKFILL ARE AVAILABLE TO PRODUCE FAVORABLE RESULTS WITH DIFFERENT NATIVE SOIL CONDITIONS. THE MOST HIGHLY RECOMMENDED METHOD OF BACKFILLING IS TO SURROUND THE UNIT TO GRADE USING CLASS I OR CLASS II BACKFILL MATERIAL AS DEFINED IN ASTM 2321. CLASS 1A AND CLASS 1B ARE RECOMMENDED WHERE FROST HEAVE IS A CONCERN; CLASS 1B IS A BETTER CHOICE WHEN THE NATIVE SOIL IS SAND OR IF A HIGH, FLUCTUATING WATER TABLE IS EXPECTED. CLASS 1, WATER TABLE IS EXPECTED. CLASS 1, ANGULAR CRUSHED STONE, OFFERS AN ADDED BENEFIT IN THAT IT DOESN'T NEED TO BE COMPACTED. CLASS II, NATURALLY ROUNDED STONE, MAY REQUIRE MORE COMPACTIVE EFFORT, OR TAMPING, TO ACHIEVE THE PROPER DENSITY. IF THE NATIVE SOIL CONDITION CONSISTS OF CLEAN COMPACTIBLE SOIL, WITH LESS THAN 12% FINES, FREE OF ICE, ROCKS, ROOTS AND ORGANIC MATERIAL, IT MAY BE AN ACCEPTABLE BACKFILL. SOIL MUST BE COMPACTED IN LIFTS NOT TO EXCEED ONE FOOT TO REACH A FINAL PROCTOR DENSITY OF BETWEEN 85% AND 90%. HEAVY, NON-COMPACTIBLE CLAYS AND SILTS ARE NOT SUITABLE BACKFILL FOR THIS OR ANY UNDERGROUND STRUCTURE SUCH AS INLET OR DISCHARGE LINES. IF YOU ARE UNSURE OF THE CONSISTENCY OF THE NATIVE SOIL, IT IS RECOMMENDED THAT A GEOTECHNICAL EVALUATION OF THE MATERIAL IS OBTAINED BEFORE SPECIFYING BACKFILL. ANOTHER OPTION IS THE USE OF A FLOWABLE FILL (I.E., LOW SLUMP CONCRETE). THIS IS PARTICULARLY ATTRACTIVE WHEN INSTALLING GRINDER PUMP STATIONS IN AUGURED HOLES WHERE TIGHT CLEARANCES MAKE IT DIFFICULT TO ASSURE PROPER BACKFILLING AND COMPACTION WITH DRY MATERIALS. FLOWABLE FILLS SHOULD NOT BE DROPPED MORE THAN FOUR FEET FROM THE DISCHARGE TO THE BOTTOM OF THE HOLE TO AVOID SEPARATION OF THE CONSTITUENT MATERIALS. BACKFILL OF CLEAN, NATIVE EARTH, FREE OF ROCKS, ROOTS, AND FOREIGN OBJECTS, SHALL BE THOROUGHLY COMPACTED IN LIFTS NOT EXCEEDING 12" TO A FINAL PROCTOR DENSITY OF NOT LESS THAN 85%. IMPROPER BACKFILLING MAY RESULT IN DAMAGED ACCESSWAYS. THE GRINDER PUMP STATION SHALL BE INSTALLED AT A MINIMUM DEPTH FROM GRADE TO THE TOP OF THE 1 1/4" DISCHARGE LINE, TO ASSURE MAXIMUM FROST PROTECTION. THE FINISH GRADE LINE SHALL BE 1" TO 4" BELOW THE BOTTOM OF THE LID, AND FINAL GRADE SHALL SLOPE AWAY FROM THE GRINDER PUMP STATION. ALL RESTORATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. PER UNIT COSTS FOR THIS ITEM SHALL BE INCLUDED IN THE CONTRACTOR'S BID PRICE FOR THE INDIVIDUAL GRINDER PUMP STATION. THE PROPERTIES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION IN ALL RESPECTS, INCLUDING, BUT NOT LIMITED TO, CURB AND SIDEWALK REPLACEMENT, LANDSCAPING, LOAMING AND SEEDING, AND RESTORATION OF THE TRAVELED WAYS, AS DIRECTED BY THE ENGINEER. 3.06 START-UP AND FIELD TESTING: THE MANUFACTURER SHALL PROVIDE THE SERVICES OF QUALIFIED FACTORY TRAINED TECHNICIAN(S) WHO START-UP AND FIELD TESTING: THE MANUFACTURER SHALL PROVIDE THE SERVICES OF QUALIFIED FACTORY TRAINED TECHNICIAN(S) WHO SHALL INSPECT THE PLACEMENT AND WIRING OF EACH STATION, PERFORM FIELD TESTS AS SPECIFIED HEREIN, AND INSTRUCT THE THE PLACEMENT AND WIRING OF EACH STATION, PERFORM FIELD TESTS AS SPECIFIED HEREIN, AND INSTRUCT THE OWNER'S PERSONNEL IN THE OPERATION AND MAINTENANCE OF THE EQUIPMENT BEFORE THE STATIONS ARE ACCEPTED BY THE OWNER. AND MAINTENANCE OF THE EQUIPMENT BEFORE THE STATIONS ARE ACCEPTED BY THE OWNER. ALL EQUIPMENT AND MATERIALS NECESSARY TO PERFORM TESTING SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. THIS INCLUDES, AS A MINIMUM, A PORTABLE GENERATOR AND POWER CABLE (IF TEMPORARY POWER IS REQUIRED), WATER IN EACH BASIN (FILLED TO A DEPTH SUFFICIENT TO VERIFY THE HIGH LEVEL ALARM IS OPERATING), AND OPENING OF ALL VALVES IN THE SYSTEM. THESE STEPS SHALL BE COMPLETED PRIOR TO THE QUALIFIED FACTORY TRAINED TECHNICIAN(S) ARRIVAL ON SITE. THE SERVICES OF A TRAINED, FACTORY-AUTHORIZED TECHNICIAN SHALL BE PROVIDED AT A RATE OF 40 HOURS FOR EVERY 100 GRINDER PUMP STATIONS SUPPLIED. UPON COMPLETION OF THE INSTALLATION, THE AUTHORIZED FACTORY TECHNICIAN(S) WILL PERFORM THE FOLLOWING TEST ON EACH STATION: 1. MAKE CERTAIN THE DISCHARGE SHUT-OFF VALVE IN THE STATION IS FULLY OPEN. MAKE CERTAIN THE DISCHARGE SHUT-OFF VALVE IN THE STATION IS FULLY OPEN. 2. TURN ON THE ALARM POWER CIRCUIT AND VERIFY THE ALARM IS FUNCTIONING PROPERLY. TURN ON THE ALARM POWER CIRCUIT AND VERIFY THE ALARM IS FUNCTIONING PROPERLY. 3. TURN ON THE PUMP POWER CIRCUIT. INITIATE THE PUMP OPERATION TO VERIFY AUTOMATIC “ON/OFF” CONTROLS ARE OPERATIVE. TURN ON THE PUMP POWER CIRCUIT. INITIATE THE PUMP OPERATION TO VERIFY AUTOMATIC “ON/OFF” CONTROLS ARE OPERATIVE. ON/OFF” CONTROLS ARE OPERATIVE. CONTROLS ARE OPERATIVE. THE PUMP SHOULD IMMEDIATELY TURN ON. 4. CONSULT THE MANUFACTURER'S SERVICE MANUAL FOR DETAILED START-UP PROCEDURES. CONSULT THE MANUFACTURER'S SERVICE MANUAL FOR DETAILED START-UP PROCEDURES. UPON COMPLETION OF THE START-UP AND TESTING, THE MANUFACTURER SHALL SUBMIT TO THE ENGINEER THE START-UP AUTHORIZATION FORM DESCRIBING THE RESULTS OF THE TESTS PERFORMED FOR EACH GRINDER PUMP STATION. FINAL ACCEPTANCE OF THE SYSTEM WILL NOT OCCUR UNTIL AUTHORIZATION FORMS HAVE BEEN RECEIVED FOR EACH PUMP STATION INSTALLED AND ANY INSTALLATION DEFICIENCIES CORRECTED. 4.0 OPERATION AND MAINTENANCE OPERATION AND MAINTENANCE 4.01 SPARE CORE: THE MANUFACTURER WILL SUPPLY ONE SPARE GRINDER PUMP CORE FOR EVERY 50 GRINDER PUMP STATIONS INSTALLED SPARE CORE: THE MANUFACTURER WILL SUPPLY ONE SPARE GRINDER PUMP CORE FOR EVERY 50 GRINDER PUMP STATIONS INSTALLED OR PORTION THEREOF, COMPLETE WITH ALL OPERATIONAL CONTROLS, LEVEL SENSORS, CHECK VALVE, ANTI-SIPHON VALVE, PUMP/MOTOR UNIT, AND GRINDER. 4.02 MANUALS: THE MANUFACTURER SHALL SUPPLY FOUR COPIES OF OPERATION AND MAINTENANCE MANUALS TO THE OWNER, AND ONE MANUALS: THE MANUFACTURER SHALL SUPPLY FOUR COPIES OF OPERATION AND MAINTENANCE MANUALS TO THE OWNER, AND ONE COPY OF THE SAME TO THE ENGINEER.

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TEL 317.547.5580 | FAX 317.543.0270


Project Number

CERTIFIED BY

ISSUANCE INDEX

ISSUED:

PROJECT PHASE:

REVISION SCHEDULE


01/26/2018


2017.00769

MCCI OF

INDIANA, LLC


LINCOLNSHIRE, IL

60069

SENESCENT

HEALTHCARE LLC.

1500 NORTH MORRISON

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TRACER WIRE FOR ALL FORCE MAIN AND LATERAL INSTALLATIONS, A 10-GAUGE SOLID COPPER INSULATED LOCATING (TRACER) WIRE SHALL BE INSTALLED AS FOLLOWS: 2. FORCE MAINS FORCE MAINS WIRE SHALL BE INSTALLED ON TOP OF THE INITIAL BACKFILL IN ONE CONTINUOUS LENGTH BETWEEN THE LIFT THE LIFT STATION VALVE VAULT AND THE FORCE MAIN DISCHARGE MANHOLE. THE WIRE SHALL BE BROUGHT UP TO BROUGHT UP TO GROUND LEVEL EVERY FOUR HUNDRED (400) FEET THROUGH A VINYL-COATED ALUMINUM VINYL-COATED ALUMINUM RISER PIPE WITH A CAP. IF ANY APPURTENANT STRUCTURE, SUCH AS AN AIR RELEASE VALVE, IS REQUIRED AS AIR RELEASE VALVE, IS REQUIRED AS PART OF THE FORCE MAIN INSTALLATION, THE WIRE SHALL BE CUT WITH EACH END ENTERING THE INSTALLATION, THE WIRE SHALL BE CUT WITH EACH END ENTERING THE BE CUT WITH EACH END ENTERING THE STRUCTURE UNDER THE CASTING FRAME. 3. LATERALS LATERALS WIRE SHALL BE INSTALLED (TAPED) ON THE TOP OF THE PIPE ALONG THE ENTIRE LENGTH OF THE LATERAL LATERAL FROM THE SEWER TO THE CLEANOUT. THE LATERAL MAY BE INSTALLED IN EITHER ONE OR TWO PHASES. THE OR TWO PHASES. THE PHASES. THE REQUIREMENTS FOR EACH PHASE ARE AS FOLLOWS: a. ONE PHASE ONE PHASE WHEN THE ENTIRE LATERAL IS TO BE CONSTRUCTED IN ONE PHASE (FROM THE SANITARY SEWER TO THE CLEANOUT), THE WIRE SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH ALONG THE ALONG THE ENTIRE LENGTH OF THE LATERAL. THE WIRE SHALL BE EXPOSED AT THE CLEANOUT FOR ACCESS. FOR ACCESS. b. TWO PHASES TWO PHASES WHEN THE LATERAL IS INSTALLED IN TWO PHASES, THE FIRST AS PART OF THE SEWER CONSTRUCTION TO THE EDGE OF THE RIGHT-OF-WAY (LATERAL STUB) AND THE SECOND AS PART OF AS PART OF THE BUILDING CONSTRUCTION FROM THE LATERAL STUB TO THE CLEANOUT, THE WIRE SHALL CLEANOUT, THE WIRE SHALL BE INSTALLED AS FOLLOWS: i. LATERAL AS PART OF THE SANITARY SEWER INSTALLATION FROM THE SEWER TO THE RIGHT-OF-WAY LATERAL AS PART OF THE SANITARY SEWER INSTALLATION FROM THE SEWER TO THE RIGHT-OF-WAY (LATERAL STUB): WIRE SHALL BE INSTALLED ALONG THE LENGTH OF LATERAL BEGINNING AT THE SANITARY SEWER AND TERMINATING AT THE STUB OR LOCATING ROD. THE WIRE SHALL BE EASILY ACCESSIBLE ACCESSIBLE FOR FUTURE EXTENSION TO THE CLEANOUT. ii. LATERAL AS PART OF THE BUILDING CONSTRUCTION FROM THE LATERAL STUB TO THE CLEANOUT: LATERAL AS PART OF THE BUILDING CONSTRUCTION FROM THE LATERAL STUB TO THE CLEANOUT: WIRE SHALL BE CONNECTED TO THE WIRE AT THE LATERAL STUB AND INSTALLED ALONG THE REMAINING LENGTH OF LATERAL TERMINATING AT THE CLEANOUT. THE WIRE SHALL BE EXPOSED AT LATERAL TERMINATING AT THE CLEANOUT. THE WIRE SHALL BE EXPOSED AT EXPOSED AT THE CLEANOUT FOR ACCESS. ALL WIRE-TO-WIRE CONNECTIONS, SUCH AS THOSE FOR LATERALS FOR LATERALS INSTALLED IN TWO PHASES, SHALL BE JOINED USING A DBR DIRECT BURIAL SPLICE KIT AS SPLICE KIT AS MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION OR A DEPARTMENT APPROVED EQUAL.3M ELECTRICAL PRODUCTS DIVISION OR A DEPARTMENT APPROVED EQUAL.APPROVED EQUAL.

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INSTALLATION REQUIREMENTS APPLICABLE TO SANITARY SEWERS, FORCE MAINS, AND LATERALS 401.01 INTRODUCTION THIS SECTION PROVIDES THE MINIMUM INSTALLATION REQUIREMENTS COMMON TO SANITARY SEWERS, FORCE MAINS, AND LATERALS. FOR SPECIFIC INSTALLATION REQUIREMENTS FOR LATERALS REFER TO SECTION 402. FOR SPECIFIC INSTALLATION REQUIREMENTS FOR MANHOLES, WETWELLS, VALVE VAULTS, AND OTHER APPURTENANT STRUCTURES REFER TO SECTION 403. FOR TRENCHLESS INSTALLATION REQUIREMENTS REFER TO SECTION 404. 401.02 WORKMANSHIP THE MINIMUM WORKMANSHIP REQUIREMENTS DURING CONSTRUCTION ARE AS FOLLOWS: 1. ESTABLISHMENT OF LINE AND GRADE ESTABLISHMENT OF LINE AND GRADE THE CONTRACTOR, ENGINEER, AND/OR LAND SURVEYOR SHALL FURNISH AND SET ALL LINE AND GRADE STAKES (HUB). A PROFESSIONAL ENGINEER OR LAND SURVEYOR REGISTERED IN THE STATE OF INDIANA WILL BE REQUIRED TO SET, OR OVERSEE THE SETTING OF, ALL BENCH MARK STAKES NECESSARY FOR THE INSTALLATION OF ANY SANITARY SEWER FACILITY BEING CONSTRUCTED. BENCH MARKS SHALL BE SET IN STRATEGIC LOCATIONS WITHIN THE PROJECT TO FACILITATE THE INSTALLATION OF GRADE STAKES. HORIZONTAL AND VERTICAL CONTROL WILL BE REQUIRED TO BE PROVIDED WITH RECORD DRAWINGS TO BE SUBMITTED TO THE DIVISION UPON COMPLETION OF THE PROJECT. THE METHOD OF ESTABLISHING AND FOLLOWING LINE AND GRADE IN CONFORMANCE WITH THE APPROVED CONSTRUCTION PLANS MAY BE DETERMINED BY THE CONTRACTOR. 2. MATERIAL HANDLING MATERIAL HANDLING SUITABLE TOOLS AND EQUIPMENT SHALL BE USED FOR THE SAFE AND CONVENIENT HANDLING OF ALL MATERIALS AND FOR THE INSTALLATION OF ALL SANITARY SEWER FACILITIES. ALL MATERIAL SHALL BE UNLOADED WITH CARE. CARE SHALL BE TAKEN TO PREVENT PIPE COATINGS, ENCASEMENTS OR WRAPPINGS FROM BEING DAMAGED. EACH SECTION OF PIPE SHALL BE CAREFULLY EXAMINED FOR CRACKS AND OTHER DEFECTS PRIOR TO INSTALLATION. PIPE OR FITTINGS FOUND TO BE CRACKED, BROKEN, OR OTHERWISE DEFECTIVE EITHER BEFORE, DURING, OR AFTER INSTALLATION, SHALL BE REMOVED AND REPLACED WITH MATERIAL FREE FROM DEFECTS. ALL PIPES, GASKETS, AND OTHER FITTINGS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION AND SHALL BE KEPT CLEAN DURING CONSTRUCTION. 3. POINT OF COMMENCEMENT AND DIRECTION OF LAYING PIPE THE POINT OF COMMENCEMENT FOR LAYING PIPE SHOULD BE THE LOWEST POINT IN THE PROPOSED LINE. PROVISIONS FOR BEGINNING CONSTRUCTION AT OTHER THAN THE LOWEST POINT IN THE PROPOSED LINE SHALL BE APPROVED BY THE RPR. ALL BELL AND SPIGOT PIPE SHALL BE LAID WITH THE BELL END, OR WITH THE RECEIVING GROOVE END OF TONGUE AND GROOVE PIPE POINTING UPGRADE OR TOWARD THE LIFT STATION END OF FORCE MAINS. EACH PIPE SHALL BE LAID ON AN EVEN FIRM BED, AS REQUIRED IN SECTION 401.06 THROUGHOUT ITS LENGTH, SO THAT NO UNEVEN STRAIN WILL COME TO ANY SINGLE PORTION OF THE PIPE. PARTICULAR CARE SHALL BE TAKEN TO PREVENT THE TOTAL LOAD FROM BEARING ON THE PIPE SOCKETS. ALL BELLS OF BELL AND SPIGOT PIPES SHALL BE CAREFULLY PLACED INTO A RECEIVING HOLE EXCAVATED INTO THE PIPE BEDDING MATERIAL. ALL PIPES SHALL BE PROPERLY JOINED UTILIZING THE MANUFACTURER'S ASSEMBLY MARKS. ADEQUATE PRESSURE SHALL BE APPLIED TO THE CENTER OF EACH TONGUE AND GROOVE PIPE TO ENSURE THE PROPER JOINT SEAL IS ACHIEVED. 1. CONSTRUCTION BULKHEADS CONSTRUCTION BULKHEADS BEFORE EXTENDING A SANITARY SEWER, THE CONTRACTOR SHALL PROVIDE A WATERTIGHT BULKHEAD OR SEAL, IN THE EXISTING SEWER IMMEDIATELY DOWNSTREAM OF THE POINT OF CONNECTION OR THE MOST PRACTICAL LOCATION AS DETERMINED BY THE RPR. THIS BULKHEAD SHALL BE LEFT IN PLACE UNTIL THE NEW SANITARY SEWER HAS BEEN CLEANED OF ALL ACCUMULATED WATER AND DEBRIS AND ACCEPTED BY THE DIVISION. DURING ALL WORK STOPPAGES IN CONSTRUCTION OF THE SANITARY SEWER, THE OPEN FACE OF THE LAST PIPE LAID SHALL BE PLUGGED WITH A WATERTIGHT SEAL TO PREVENT SAND, WATER, EARTH, OR OTHER MATERIALS FROM ENTERING THE PIPE. WHENEVER PIPE AND SPECIAL CASTINGS ARE REQUIRED TO BE CUT, THE CUTTING SHALL BE DONE BY SKILLED WORKERS IN SUCH MANNER AS TO LEAVE A SMOOTH END AT RIGHT ANGLES TO THE AXIS OF THE PIPE WITHOUT DAMAGE TO THE PIPE CASTING OR LINING. CUTTING TORCHES SHALL NOT BE USED. 2. MINIMUM CONSTRUCTION COVER MINIMUM CONSTRUCTION COVER UNTIL SUCH TIME AS A MINIMUM OF FOUR (4) FEET OF COMPACTED FILL MATERIAL HAS BEEN PLACED OVER THE INSTALLED SANITARY SEWER, LATERAL, OR FORCE MAIN, THE CONTRACTOR SHALL NOT USE HEAVY EQUIPMENT IN SUCH A WAY AS TO CAUSE DAMAGE TO THESE PIPELINES OR STRUCTURES. 3. LAYING OF PIPE IN COLD WEATHER LAYING OF PIPE IN COLD WEATHER THE DIVISION OR DEPARTMENT RESERVES THE RIGHT TO ORDER PIPE INSTALLATION DISCONTINUED WHENEVER, IN THEIR OPINION, THERE IS DANGER OF THE QUALITY OF WORK BEING IMPAIRED BECAUSE OF COLD WEATHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HEATING THE PIPE AND JOINTING MATERIAL SO AS TO PREVENT FREEZING OF JOINTS. NO FLEXIBLE OR SEMI-RIGID PIPE SHALL BE LAID WHEN THE AIR TEMPERATURE IS LESS THAN 32° F UNLESS PROPER PRECAUTIONS, PER THE MANUFACTURER'S RECOMMENDATIONS, ARE TAKEN BY THE CONTRACTOR AND THE METHOD IS APPROVED BY THE ENGINEER AND THE DIVISION OR DEPARTMENT. WHEN PIPES WITH RUBBER GASKETS OR RESILIENT-TYPE JOINTS ARE TO BE LAID IN COLD WEATHER, SUFFICIENTLY WARM THE GASKET OR JOINT MATERIAL TO FACILITATE MAKING A PROPER JOINT. NO PORTION OF A SANITARY SEWER FACILITY SHALL BE INSTALLED DIRECTLY ONTO FROZEN GROUND OR BACKFILLED WITH NO PORTION OF A SANITARY SEWER FACILITY SHALL BE INSTALLED DIRECTLY ONTO FROZEN GROUND OR BACKFILLED WITH FROZEN MATERIAL. 4. CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF WAY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF WAY ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY, INCLUDING BUT NOT LIMITED TO SURFACE REMOVAL, BACKFILLING, AND RESTORATION, SHALL BE PER THE LATEST VERSION OF THE DEPARTMENT OF METROPOLITAN DEVELOPMENTS “REGULATIONS FOR CUTS THE DEPARTMENT OF METROPOLITAN DEVELOPMENTS “REGULATIONS FOR CUTS REGULATIONS FOR CUTS WITHIN THE PUBLIC RIGHT-OF-WAY.” 401.03 TRENCH BOX AND SHEETING WHEN REQUIRED BY THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) OR ANY OTHER ENTITY HAVING JURISDICTION TO PROTECT LIFE, PROPERTY, OR THE WORK, SUFFICIENT PROTECTIVE MEASURES SHALL BE UTILIZED IN ACCORDANCE WITH 29 CFR PART 1926 OR ANY OTHER APPLICABLE REGULATION. UPON COMPLETION OF THE WORK, ALL TEMPORARY FORMS, SHORES, AND BRACING, OTHER THAN AS SPECIFIED HEREIN, SHALL BE REMOVED. THE MINIMUM REQUIRED DENSITY OF STRUCTURAL BACKFILL SHALL NOT BE REDUCED DUE TO TRENCH BOX PULLING. ALL VOIDS LEFT BY THE REMOVAL OF SHEETING SHALL BE CAREFULLY FILLED WITH PROPERLY COMPACTED BEDDING MATERIAL. THE CONTRACTOR SHALL EMPLOY ADEQUATE SAFEGUARDS TO PREVENT MOVEMENT OF THE PIPE JOINT. IF MOVEMENT SHOULD OCCUR, THE CONTRACTOR SHALL REINSTALL THE PIPE. ANY DAMAGE TO PAVEMENT OR OTHER STRUCTURES DUE TO SHEETING, SHORING, OR BRACING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. SHEETING AND BRACING WHICH IS TO REMAIN IN PLACE AFTER CONSTRUCTION SHALL BE CUT OFF THREE (3) FEET BELOW THE FINISHED GRADE ELEVATION. THE CITY OF INDIANAPOLIS WILL NOT ASSUME ANY LIABILITY FOR THE ACTIONS OF THE OWNER, CONTRACTOR, OR THEIR AGENT(S), IN THE PERFORMANCE OF THE REQUIRED SHEETING, SHORING, AND BRACING OPERATIONS. 401.04 TRENCH DEWATERING WHERE GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL MAKE EVERY PRACTICAL EFFORT NECESSARY TO SECURE A DRY TRENCH BOTTOM PRIOR TO LAYING PIPE AND/OR THE INSTALLATION OF THE SANITARY SEWER FACILITY. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND OPERATE SUFFICIENT TRENCHES, SUMPS, PUMPS, HOSES, PIPING, WELLPOINTS OR OTHER MEANS NECESSARY TO DEPRESS AND MAINTAIN THE GROUNDWATER LEVEL BELOW THE BASE OF THE EXCAVATION. IN ADDITION, THE DEWATERING SHALL BE SUFFICIENT TO STOP WEEPING AND RUNNING WATER FROM DISPLACING SOIL AND ENTERING THE TRENCH THROUGH THE TRENCH WALLS. IF UNABLE TO REMOVE THE STANDING WATER IN THE TRENCH, THE CONTRACTOR SHALL OVER-EXCAVATE THE PROPOSED BOTTOM GRADE OF THE SEWER BEDDING, AND PLACE NOT LESS THAN SIX (6) INCHES OF EITHER NO. 2 CRUSHED STONE, NO. 8 CRUSHED STONE, OR NO. 8 FRACTURED FACED AGGREGATE IN THE OVER-EXCAVATED AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DIVERTING OR REMOVING SURFACE RUNOFF AND OTHER ACCUMULATIONS OF SURFACE WATER FROM EXCAVATIONS IN COMPLIANCE WITH ALL APPLICABLE RULES AND REGULATIONS. THE CITY WILL NOT ASSUME ANY LIABILITY FOR THE ACTIONS OF THE OWNER, OR THEIR AGENT(S), IN THE PERFORMANCE OF THE REQUIRED DEWATERING OPERATIONS. THE DIVISION OR DEPARTMENT SHALL RESERVE THE RIGHT TO CEASE INSTALLATION ACTIVITIES WHEN TRENCH CONDITIONS ARE NOT IN CONFORMANCE WITH THIS MANUAL. UNDER NO CIRCUMSTANCES SHALL SURFACE WATER AND/OR GROUNDWATER BE DISCHARGED TO, DISPOSED OF, OR ALLOWED TO FLOW INTO THE CITY OF INDIANAPOLIS SANITARY SEWER SYSTEM EXCEPT AS PROVIDED IN AN INDUSTRIAL DISCHARGE PRETREATMENT PERMIT. 401.05 TRENCH INSTALLATIONS TRENCH INSTALLATIONS THE MINIMUM REQUIREMENTS FOR TRENCH INSTALLATIONS ARE AS FOLLOWS: 1. TRENCH WIDTH TRENCH WIDTH THE MINIMUM WIDTH OF THE TRENCH AT AND BELOW THE TOP OF THE SANITARY SEWER, LATERAL, OR FORCE MAIN SHALL BE ONLY AS WIDE AS NECESSARY FOR PROPER INSTALLATION AND BACKFILLING. THE MINIMUM TRENCH WIDTH FOR SANITARY SEWERS, LATERALS, AND FORCE MAINS SHALL NOT BE LESS THAN THE GREATER OF THE FOLLOWING: MINIMUM WIDTH = PIPE O.D. + 16 INCHES OR MINIMUM WIDTH = (PIPE O.D. X 1.25) + 12 INCHES UNDER NO CIRCUMSTANCES SHALL THE DISTANCE FROM THE TRENCH WALL TO THE OUTSIDE EDGE OF THE PIPE BE LESS THAN SIX (6) INCHES FOR PIPES SIX (6) INCHES AND LESS, AND EIGHT (8) INCHES FOR PIPES EIGHT (8) INCHES AND LARGER. FOR FLEXIBLE CONDUITS, THE LATERAL RESISTANCE OF IN-SITU SOILS SHALL BE OF SUFFICIENT STIFFNESS TO PROVIDE THE REQUIRED PIPE SUPPORT. WHERE UNSTABLE TRENCH SIDEWALL CONDITIONS EXIST, OR WHERE TRENCH DEPTH DICTATES THE USE OF A MOVEABLE TRENCH BOX, THE ENGINEER SHALL DETERMINE THE WIDTH OF COMPACTED BEDDING AND BACKFILL MATERIAL NECESSARY TO PROVIDE ADEQUATE PIPE SIDE SUPPORT. THE MINIMUM AND MAXIMUM TRENCH WIDTHS ABOVE THE TOP OF THE SANITARY SEWER, LATERAL, AND FORCE MAIN SHALL BE DETERMINED BY THE CONTRACTOR AND SHALL BE IN CONFORMANCE WITH ALL APPLICABLE SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PROMULGATED BY OSHA. 2. GENERAL TRENCHING REQUIREMENTS GENERAL TRENCHING REQUIREMENTS WHENEVER PIPE TRENCHES ARE INADVERTENTLY EXCAVATED BELOW THE DESIGNED BEDDING BOTTOM, THE CONTRACTOR SHALL FILL THE OVER-EXCAVATED AREA WITH COMPACTED NO. 8 CRUSHED STONE OR NO. 8 FRACTURED FACE AGGREGATE AND SHAPED TO FORM A FIRM, UNIFORM TRENCH BASE. IN CASES WHERE A FIRM FOUNDATION IS NOT ENCOUNTERED AT THE REQUIRED GRADE, THE CONTRACTOR SHALL REMOVE THE UNSTABLE MATERIAL TO A SUFFICIENT DEPTH NOT LESS THAN SIX (6) INCHES AND REPLACED WITH EITHER NO. 2 CRUSHED STONE, NO. 8 CRUSHED STONE, OR NO. 8 FRACTURED FACED AGGREGATE. WHEN COMPACTED AND PROPERLY SHAPED, THE FILL MATERIAL SHALL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. IF MORE THAN ONE (1) FOOT OF UNSTABLE MATERIAL IS ENCOUNTERED, THE CONTRACTOR SHALL TAKE ADDITIONAL MEASURES TO ENSURE THAT ADDITIONAL STABILIZATION IS PROVIDED, SUCH AS GEOTEXTILE FABRIC WRAPPING OF THE TRENCH SECTION OR AS APPROVED BY THE DEPARTMENT. ALL ROCKS, BOULDERS AND STONES SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE REMOVED. BOULDERS OR ROCKS ARE NOT TO BE USED FOR ANY PORTION OF THE TRENCH BACKFILL. THE PIPE TRENCH SHALL NOT BE EXCAVATED MORE THAN ONE HUNDRED (100) FEET IN ADVANCE OF PIPE LAYING THE PIPE TRENCH SHALL NOT BE EXCAVATED MORE THAN ONE HUNDRED (100) FEET IN ADVANCE OF PIPE LAYING UNLESS APPROVED BY THE RPR OR DEPARTMENT. IN CASES WHERE MATERIAL IS DEPOSITED ALONG OPEN TRENCHES, THE MATERIAL IN CASES WHERE MATERIAL IS DEPOSITED ALONG OPEN TRENCHES, THE MATERIAL SHALL BE PLACED AND PROTECTED SO THAT NO DAMAGE WILL RESULT TO THE WORK OR ADJACENT PROPERTY AS A RESULT OF RAIN OR SURFACE WASH. 401.06 BEDDING AND BACKFILL REQUIREMENTS BEDDING, HAUNCHING, INITIAL BACKFILL, AND FINAL BACKFILL REQUIREMENTS ARE THE SAME FOR SANITARY SEWERS, LATERALS, AND FORCE MAINS. THE MINIMUM REQUIREMENTS ARE SHOWN IN FIGURES 400.01 THROUGH 400.03 AND ARE AS FOLLOWS: 1. BEDDING, HAUNCHING, AND INITIAL BACKFILL. BEDDING, HAUNCHING, AND INITIAL BACKFILL. THE REQUIREMENTS ARE DETERMINED BY THE TYPE AND SIZE OF PIPE BEING INSTALLED AND ARE AS FOLLOWS: A. FLEXIBLE PIPE - PVC, HDPE, CENTRIFUGALLY CAST FIBERGLASS REINFORCED POLYMER MORTAR, AND CLOSED PROFILE LARGE DIAMETER FLEXIBLE PIPE - PVC, HDPE, CENTRIFUGALLY CAST FIBERGLASS REINFORCED POLYMER MORTAR, AND CLOSED PROFILE LARGE DIAMETER PVC BEDDING, HAUNCHING, AND INITIAL BACKFILL - NO.8 CRUSHED STONE OR NO. 8 FRACTURED-FACED AGGREGATE. THE MINIMUM DEPTHS SHALL BE AS FOLLOWS: PIPE SIZE, INCHES DEPTH BELOW BARREL DEPTH ABOVE TOP DEPTH BELOW BARREL DEPTH ABOVE TOP DEPTH ABOVE TOP INCHES OF PIPE, INCHES OF PIPE, INCHES 6 OR LESS 4 4 4 4 4 8 TO 15 4 12 4 12 12 18 AND LARGER 8 12 8 12 12 a. SEMI-RIGID PIPE - DUCTILE IRON PIPE (DIP) SEMI-RIGID PIPE - DUCTILE IRON PIPE (DIP) BEDDING, HAUNCHING, AND INITIAL BACKFILL - NO. 8 CRUSHED STONE OR NO. 8 FRACTURED-FACED AGGREGATE. THE MINIMUM DEPTHS SHALL BE AS FOLLOWS: PIPE SIZE, INCHES DEPTH BELOW BARREL, DEPTH ABOVE TOP DEPTH BELOW BARREL, DEPTH ABOVE TOP DEPTH ABOVE TOP INCHES OF PIPE, INCHES OF PIPE, INCHES 8 TO 16 4 6 4 6 6 18 AND LARGER 8 6 8 6 6 b. RIGID PIPE - REINFORCED CONCRETE PIPE (RCP) AND PRESTRESSED CONCRETE CYLINDER PIPE (PCCP) RIGID PIPE - REINFORCED CONCRETE PIPE (RCP) AND PRESTRESSED CONCRETE CYLINDER PIPE (PCCP) i. BEDDING AND HAUNCHING - NO. 8 CRUSHED STONE OR NO. 8 FRACTURED FACED AGGREGATE A MINIMUM OF EIGHT (8) INCHES BELOW BEDDING AND HAUNCHING - NO. 8 CRUSHED STONE OR NO. 8 FRACTURED FACED AGGREGATE A MINIMUM OF EIGHT (8) INCHES BELOW THE PIPE BARREL TO THE SPRINGLINE (1/2 THE OUTSIDE DIAMETER) OF THE PIPE. ii. INITIAL BACKFILL - CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN SIX (6) INCHES IN DIAMETER, FROZEN LUMPS OF SOIL, WOOD, INITIAL BACKFILL - CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN SIX (6) INCHES IN DIAMETER, FROZEN LUMPS OF SOIL, WOOD, OR OTHER EXTRANEOUS MATERIAL UNLESS THE CONSTRUCTION IS WITHIN FIVE (5) FEET OF PAVEMENT THEN SECTION 401 .06.2.B.I. SHALL APPLY. FOR ALL INSTALLATIONS, THE BEDDING MATERIAL SHALL BE PLACED IN THE TRENCH BOTTOM AND COMPACTED PRIOR TO LAYING THE PIPE. THE BELL HOLES SHALL BE EXCAVATED FOR BELL AND SPIGOT PIPE SO THE ENTIRE PIPE BARREL RESTS ON THE BEDDING. THE BEDDING SHALL BE SUCH THAT AFTER THE PIPE HAS BEEN PLACED TO LINE AND GRADE, THERE REMAINS A FOUR (4) INCH MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF THREE (3) INCHES BELOW THE BELL. FOR ALL INSTALLATIONS, THE HAUNCHING MATERIAL SHALL BE SHOVEL SLICED OR OTHERWISE CAREFULLY PLACED AND “WALKED” OR HAND TAMPED TO THE SPRINGLINE (1/2 THE WALKED” OR HAND TAMPED TO THE SPRINGLINE (1/2 THE OR HAND TAMPED TO THE SPRINGLINE (1/2 THE OUTSIDE DIAMETER) TO ENSURE COMPACTION OF THE HAUNCH AREA AND COMPLETE FILLING OF ALL VOIDS. THE INITIAL BACKFILL SHALL BE ADDED IN SIX (6) INCH LIFTS “WALKED” IN FOR COMPACTION.WALKED” IN FOR COMPACTION.IN FOR COMPACTION.

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SECTION 304 FORCE MAIN MATERIAL 304.01 INTRODUCTION THIS SECTION APPLIES TO MATERIALS TO BE USED FOR THE CONSTRUCTION OF FORCE MAINS. FOR MATERIALS TO BE USED FOR GRAVITY SEWERS REFER TO SECTION 302. FOR MATERIALS TO BE USED FOR LATERALS REFER TO SECTION 303. FOR MATERIALS TO BE USED FOR MANHOLES REFER TO SECTION 305. 304.03 POLYVINYL CHLORIDE (PVC) PIPE POLYVINYL CHLORIDE (PVC) PIPE THE MINIMUM REQUIREMENTS FOR PVC PIPE FOR FORCE MAINS ARE AS FOLLOWS: 1. MATERIAL MATERIAL PVC FORCE MAIN PIPE SHALL CONFORM TO ASTM D 2241, AWWA C900 OR AWWA C905. FOR ASTM D 2241, THE MATERIAL SHALL CONFORM TO ASTM D 1784, CELL CLASS 12454 AND A HYDROSTATIC HYDROSTATIC DESIGN STRESS OF 2000 PSI. THE MINIMUM PRESSURE CLASS/SDR RATING SHALL BE CLASS 200/SDR 21. FOR AWWA CLASS 200/SDR 21. FOR AWWA C900 THE MATERIAL SHALL CONFORM TO ASTM D 1784 FOR CELL CLASS 12454 AND A HYDROSTATIC DESIGN BASIS CLASS 12454 AND A HYDROSTATIC DESIGN BASIS OF 4000 PSI. THE MINIMUM PRESSURE CLASS/DR RATING SHALL BE CLASS 200/DR 14. FOR AWWA C 905 THE RATING SHALL BE CLASS 200/DR 14. FOR AWWA C 905 THE MATERIAL SHALL CONFORM TO ASTM D 1784 FOR CELL CLASS 12454 AND A HYDROSTATIC DESIGN BASIS OF 4000 PSI. 1784 FOR CELL CLASS 12454 AND A HYDROSTATIC DESIGN BASIS OF 4000 PSI. THE MINIMUM PRESSURE CLASS/DR RATING ACCEPTABLE SHALL BE CLASS 200/DR 21. PRESSURE CLASS/DR RATING ACCEPTABLE SHALL BE CLASS 200/DR 21. 2. JOINTS JOINTS SHALL BE A BELL END COUPLING PUSH-ON TYPE WITH JOINT RESTRAINTS AS NEEDED. JOINT JOINTS JOINTS SHALL BE A BELL END COUPLING PUSH-ON TYPE WITH JOINT RESTRAINTS AS NEEDED. JOINT RESTRAINTS SHALL BE MEGALUG® STYLE MECHANICAL JOINTS FOR PVC PIPE AS MANUFACTURED BY EBAA IRON OR STYLE MECHANICAL JOINTS FOR PVC PIPE AS MANUFACTURED BY EBAA IRON OR APPROVED EQUAL. THE PUSH-ON JOINT AND GASKETS SHALL MEET THE REQUIREMENTS FOR ASTM D 3139 AND F 477. 3. FITTINGS FITTINGS FITTINGS SHALL BE RESTRAINED JOINT DUCTILE IRON FITTINGS CONFORMING TO ANSI A21 .10/AWWA C1 10 AND ANSI A21 .1 1/AWWA C111. RESTRAINED JOINTS SHALL BE MEGALUG® STYLE FOR PVC AS MANUFACTURED BY EBAA STYLE FOR PVC AS MANUFACTURED BY EBAA IRON, OR APPROVED EQUAL. 4. REJECTION OF DAMAGED PIPE REJECTION OF DAMAGED PIPE PIPE POSSESSING THE FOLLOWING DEFECTS MAY BE REJECTED FOR INSTALLATION: VARIATION FROM STRAIGHT CENTERLINE; ELLIPTICAL SHAPE; ILLEGIBLE MARKINGS AS REQUIRED HEREIN; DEEP OR EXCESSIVE GOUGES OR SCRATCHES OF THE PIPE WALL; FRACTURES, PUNCTURES, OR CRACKS PASSING THROUGH THE PIPE WALL; DAMAGED ENDS WHERE SUCH DAMAGE WOULD PREVENT MAKING A SATISFACTORY JOINT. 5. MARKINGS MARKINGS EACH LENGTH OF PIPE MUST BE MARKED PER ASTM AND AWWA AND AT A MINIMUM WITH THE FOLLOWING INFORMATION: NAME OF MANUFACTURER; TRADENAME OR TRADEMARK; NOMINAL PIPE SIZE; PRODUCTION/EXTRUSION CODE; MATERIAL AND CELL CLASS DESIGNATION; AND ASTM DESIGNATION. 304.04 HIGH DENSITY POLYETHYLENE (HDPE) PIPE THE MINIMUM REQUIREMENTS FOR HDPE PIPE FOR FORCE MAIN APPLICATIONS ARE AS FOLLOWS: 1. MATERIAL MATERIAL MATERIALS USED FOR THE MANUFACTURE OF HDPE PIPE SHALL BE EXTRA HIGH MOLECULAR WEIGHT, HIGH DENSITY ETHYLENE/HEXANE COPOLYMER PE 3408 POLYETHYLENE RESIN MEETING THE REQUIREMENTS OF ASTM D 3350 WITH A CELL CLASSIFICATION OF PE345434C FOR MATERIALS IN ACCORDANCE WITH ASTM F 714, DR11 OR PE334434C FOR MATERIALS IN ACCORDANCE WITH AWWA C906, DR14. PIPE SHALL BE SIZED IN ACCORDANCE WITH DIPS. ALL MATERIAL SHALL HAVE A HYDROSTATIC DESIGN BASIS OF 160 PSI. THE PIPE SHALL CONTAIN NO RECYCLED COMPOUND EXCEPT THAT GENERATED IN THE MANUFACTURER'S OWN PLANT FROM RESIN OF THE SAME SPECIFICATION FROM THE SAME RAW MATERIAL. ALL MATERIAL SHALL BE LISTED BY THE PLASTIC PIPE INDUSTRY IN THE NAME OF THE PIPE MANUFACTURER AND SHALL BE BASED ON ASTM D 2837 AND PPI TR-3 TESTING AND VALIDATION FOR SAMPLES OF THE PIPE MANUFACTURER'S PRODUCTION PIPE. 2. JOINTS JOINTS HDPE PIPE SHALL BE JOINED INTO CONTINUOUS LENGTHS ON THE JOB-SITE ABOVE GROUND. THE JOINING METHOD SHALL BE THE BUTT FUSION METHOD AND SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. ELECTROFUSION SHALL NOT BE USED EXCEPT AS NEEDED TO CONNECT ADJACENT DIRECTIONALLY DRILLED SECTIONS WHICH ARE TO BE CONNECTED IN THE TRENCH BOTTOM. MECHANICAL JOINT ADAPTERS ARE REQUIRED TO MECHANICALLY CONNECT THE HDPE PIPE TO THE MAIN LINE.

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TEL 317.547.5580 | FAX 317.543.0270


Project Number

CERTIFIED BY

ISSUANCE INDEX

ISSUED:

PROJECT PHASE:

REVISION SCHEDULE


01/26/2018


2017.00769

MCCI OF

INDIANA, LLC


LINCOLNSHIRE, IL

60069

SENESCENT

HEALTHCARE LLC.

1500 NORTH MORRISON

ROAD


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SANITARY SEWER

PLAN AND PROFILES

PLAN & PROFILE LEGEND

EXISTING LEGEND

BENCHMARK DATA

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(woods)

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(brush and small trees)

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(grass)

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exist sanitary mh tr:939.68 inv(e):933.33 inv(sw):933.36

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5/8 REBAR FND 3" ABOVE

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5/8 REBAR FND 3" ABOVE

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S89°53'05"W - 498.00'

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R/W

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exist curb inlet tr:939.20 inv(w):935.77

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exist drainage mh tr:939.39 inv(n):922.40 inv(s):922.34 inv(w):934.97

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25' SIDE YARD

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CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING SANITARY SEWER AND COORDINATE CONNECTION WITH ENGINEER.

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ADDENDUM #2

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ADDENDUM #3

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04/09/18

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!! CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN ALL EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN EXISTING UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UNDERGROUND UTILITIES SHOWN UTILITIES SHOWN UTILITIES SHOWN SHOWN SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE ARE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE BASED UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE UPON ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE ABOVE GROUND EVIDENCE GROUND EVIDENCE GROUND EVIDENCE EVIDENCE EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks but not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks not limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks limited to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks to, manholes, inlets, valves, and marks manholes, inlets, valves, and marks manholes, inlets, valves, and marks inlets, valves, and marks inlets, valves, and marks valves, and marks valves, and marks and marks and marks marks marks made upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN upon the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN the ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN ground by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN by others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN others) AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN AND ARE SPECULATIVE IN ARE SPECULATIVE IN ARE SPECULATIVE IN SPECULATIVE IN SPECULATIVE IN IN IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND THERE MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND MAY ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND ALSO BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND BE OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND OTHER EXISTING UNDERGROUND EXISTING UNDERGROUND EXISTING UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR THERE IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR IS NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR NO ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR ABOVE GROUND EVIDENCE OR GROUND EVIDENCE OR GROUND EVIDENCE OR EVIDENCE OR EVIDENCE OR OR OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE ABOVE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE GROUND EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE EVIDENCE WAS OBSERVED. THE WAS OBSERVED. THE WAS OBSERVED. THE OBSERVED. THE OBSERVED. THE THE THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES OF SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES SAID EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES UNDERGROUND UTILITIES UNDERGROUND UTILITIES UTILITIES UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL BY THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL THE CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL CONTRACTOR PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL PRIOR TO ANY AND ALL TO ANY AND ALL TO ANY AND ALL ANY AND ALL ANY AND ALL AND ALL AND ALL ALL ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 - INDIANA UNDERGROUND -

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GENERAL NOTES: : 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION.

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GRANULAR BACKFILL REQUIRED; THE GRANULAR BACKFILL AREAS SHOWN IN PLAN VIEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION.

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D

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WV

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POST

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BEEHIVE INLET

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RIGHT OF WAY MONUMENT

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CURB INLET

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GAS MARKER SIGN

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COMBINATION POLE

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SANITARY MANHOLE

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DRAINAGE MANHOLE

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TELEPHONE PEDESTAL

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TEST HOLE

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FIRE PLUG

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TREE

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GUY WIRE

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LID

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PINE

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WATER VALVE

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TEMPORARY BENCH MARK

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BURIED ELECTRIC LINE

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OVERHEAD ELECTRIC LINE

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BURIED GAS LINE

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BURIED TELEPHONE LINE

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BURIED WATER LINE

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ohe

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TOP OF RIM ELEVATION

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INVERT ELEVATION

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CORRUGATED PLASTIC PIPE

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REINFORCED CONCRETE PIPE

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tr

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inv

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cpp

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rcp

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PLASTIC PIPE

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hdpe

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PLASTIC PIPE

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pvc

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0'

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30'

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60'

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SCALE: 1"=30'

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SCALE: 1" = 30' (HORIZ) 1" = 5' (VERT)

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NOTE: 1. CONTRACTOR SHALL USE THE CITY OF CONTRACTOR SHALL USE THE CITY OF MUNCIE STANDARD DETAILS AND SPECIFICATIONS FOR SANITARY SEWER. 2. INSTALL TRACER WIRE ALONG THE FORCE INSTALL TRACER WIRE ALONG THE FORCE MAIN 3. INSTALL THE EONE MODEL WH483-92. INSTALL THE EONE MODEL WH483-92. REFER TO SITE DETAIL ON SHEET C604. SHEET C604. 4. 1.25" DR11 HDPE PRESSURE SEWER SHALL 1.25" DR11 HDPE PRESSURE SEWER SHALL BE INSTALLED WITH A CONSISTENT POSITIVE GRADE SO LOW POINTS ARE ELIMINATED AND THE HIGH POINTS ALONG THE PRESSURE SEWER IS LOCATED AT SANITARY MANHOLE 1.

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88 DATUM OPUS FILE 17-72632550 FOR ISP EAST FOR BASE 500. BROUGHT TO GROUND AND TRUNCATED AT BASE 500. ELEV = 942.12 ASI TBM 50 CHISELED SQUARE NORTHEAST CORNER CONCRETE PAD W/FIRE POST; ±15' SOUTH OF NORTH ENTRANCE OFELMCROFT ASSISTANT LIVING DRIVE; ±53' WEST OF MORRISON STREET ACROSS FROM SITE. ELEV = 939.95

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03/08/18

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ADDENDUM #3

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04/09/18

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TEL 317.547.5580 | FAX 317.543.0270


Project Number

CERTIFIED BY

ISSUANCE INDEX

ISSUED:

PROJECT PHASE:

REVISION SCHEDULE


01/26/2018


2017.00769

MCCI OF

INDIANA, LLC


LINCOLNSHIRE, IL

60069

SENESCENT

HEALTHCARE LLC.

1500 NORTH MORRISON

ROAD


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SITE DETAILS

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PRECAST CONCRETE END SECTION DETAIL NOT TO SCALE (REV. 04/17) (REV. 04/17)

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%%ULONGITUDINAL SECTION

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%%UPLAN VIEW

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%%USLOPE DETAIL

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%%UCONCRETE PIPE TOE ANCHOR

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%%USECTION A-A

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%%USECTION Y-Y

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* TOLERANCE 1"

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WEIGHT

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APPROX.

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R2

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R1

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(MIN.)

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DIA.

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4200

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4100

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2400

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2100

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1800

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1500

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1300

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1100

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800

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20"

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17 1/2"

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15"

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14 1/2"

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14"

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13"

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12"

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11"

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9"

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24 3/16"

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23 3/4"

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18 1/2"

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18 3/16"

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16 3/16"

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16 1/8"

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15 1/2"

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12 1/2"

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10 1/8"

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3.4

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3.1

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2.9

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2.6

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2.3

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2.1

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1.8

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1.5

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1.3

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6'-0"

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5'-6"

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5'-0"

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4'-6"

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4'-0"

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3'-6"

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3'-0"

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2'-6"

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2'-0"

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8'-3"

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8'-3"

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6'-3"

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6'-3"

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6'-3"

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6'-3"

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6'-2"

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6'-3"

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6'-2"

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3'-1"

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3'-6"

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1'-10"

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2'-5"

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2'-8"

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3'-6"

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4'-1"

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4'-0"

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4'-3"

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17"

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15"

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14"

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13"

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12"

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11"

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11"

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7"

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5"

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4"

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3 3/4"

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3 1/2"

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3 1/4"

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3"

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2 3/4"

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2 1/2"

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2 1/4"

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2"

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36"

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33"

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30"

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27"

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24"

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21"

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18"

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15"

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12"

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CLASS "A" CONCRETE

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3:1 FILL SLOPE

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4:1 FILL SLOPE

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A

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A

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Y

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Y

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CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 (as set out in standard specifications.) REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 FOR THE SIZE OF CONNECTING PIPE. (as set out in standard specifications.) REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.

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CLASS "A" CONCRETE

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HOOK BOLT (TYP)

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GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE ASTM DESIGNATED C76

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GROOVED END ON OUTLET END TONGUE END ON INLET END

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PIPE CULVERT

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CONCRETE END SECTION

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RIP-RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS

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COMPUTED LENGTH OF CULVERT

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PAY LENGTH OF CULVERT

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MANHOLE TYPE "C" (STORM SEWER) NOT TO SCALE (REV. 06/17) (REV. 06/17) (REV. 06/17) (REV. 06/17)

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+ å D+2"

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6" OF #2 OR #8 STONE (FOR PRECAST BOTTOM ONLY)

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GROUT SLOPE

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PRECAST MANHOLE SECTION

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1/2" CEMENT MORTAR

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SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING

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FINISH GRADE

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CONCRETE GRADE RINGS (ASTM-C-478, 4000 PSI) UTILIZED TO RAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12".

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PRECAST ECCENTRIC CONE CONCENTRIC CONE OR PRECAST COVER.

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BARREL SECTION-48" DIA. ASTM C-478 CLASS A REINFORCED CONC. PIPE 4000 PSI

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CEMENT GROUT

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#4 BARS @ 6" O.C. BOTH WAYS

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MAX.

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ELEV.=934.29

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4'-0"

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4'-0"

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30" RCP OUTLET

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NOT TO SCALE

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#4 REBAR 4" O.C.

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EACH WAY

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APPROXIMATE FINISHED GRADE

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8.0" ORIFICE EL: 932.25

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%%UOUTLET STRUCTURE DETAIL

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INV: 931.00

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MANHOLE

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DEBRIS GUARD REQD.

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3

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03/08/18

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ADDENDUM #2

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03/30/18

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3

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ADDENDUM #3

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04/09/18

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1

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03/08/18

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3

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ADDENDUM #3

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04/09/18

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TEL 317.547.5580 | FAX 317.543.0270


Project Number

CERTIFIED BY

ISSUANCE INDEX

ISSUED:

PROJECT PHASE:

REVISION SCHEDULE


01/26/2018


2017.00769

MCCI OF

INDIANA, LLC


LINCOLNSHIRE, IL

60069

SENESCENT

HEALTHCARE LLC.

1500 NORTH MORRISON

ROAD


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C604

SITE DETAILS

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3

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48"MIN

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14"

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18"

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26"

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VARIES

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ON

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OFF

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ALARM

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NOTE: CONCRETE BALLAST MIN HEIGHT 10" AND 10" LIP EXTENSION AROUND THE STATION. REFER TO BALLAST INSTALLATION SPECIFICATION. DIMENSIONS ARE FOR REFERENCE ONLY

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GENERAL NOTES: 1. VERIFY INSTALLATION DIMENSION WITH EONE. VERIFY INSTALLATION DIMENSION WITH EONE. 2. ALL PIPE AND FITTINGS SHALL BE SDR 21 IN ACCORDANCE WITH ASTM ALL PIPE AND FITTINGS SHALL BE SDR 21 IN ACCORDANCE WITH ASTM D2241. ALL JOINTS SHALL BE WATER TIGHT AND AIR TESTED PER SPECIFICATION. 3. CONTRACTOR SHALL VERIFY SIZE OF INCOMING GRAVITY TO DETERMINE CONTRACTOR SHALL VERIFY SIZE OF INCOMING GRAVITY TO DETERMINE INLET GROMMET SIZE AND ANY NECESSARY FITTINGS TO MAKE THE CONNECTION. 4. INSTALL 1 " PRESSURE SEWER SERVICE. THE 1 " PRESSURE SEWER INSTALL 1 " PRESSURE SEWER SERVICE. THE 1 " PRESSURE SEWER 14" PRESSURE SEWER SERVICE. THE 1 " PRESSURE SEWER 14" PRESSURE SEWER SERVICE SHALL BE ALIGNED WITH THE GRINDER PUMP UNIT SUCH THAT NO BENDS ARE REQUIRED AT THE UNIT. ANY TRANSITION FITTINGS REQUIRED (TO CONNECT TO 1 " FNPT DISCHARGE) SHALL BE 14" FNPT DISCHARGE) SHALL BE RESTRAINED. 5. TEST UNIT BY ADDING WATER THROUGH CLEANOUT USING THE INSTALLED TEST UNIT BY ADDING WATER THROUGH CLEANOUT USING THE INSTALLED ELECTRICAL SYSTEM FOR THE POWER SOURCE. GENERATOR POWER SHALL NOT BE USED FOR TESTING OF GRINDER PUMP STATIONS. 6. FINISHED GRADE - GRADE LINE TO BE 1" TO 2" BELOW REMOVABLE LIP FINISHED GRADE - GRADE LINE TO BE 1" TO 2" BELOW REMOVABLE LIP AND SLOPE AWAY FROM THE STATION.

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ADDENDUM #2

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03/30/18

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ADDENDUM #3

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04/09/18

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04/09/18

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3

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ADDENDUM #3