08/19/15 00 91 13-1 Addendum No. 2

SECTION 00 91 13

ADDENDUM NO. 2

TO THE PROSPECTIVE BIDDERS UNDER CONTRACT NO. 4289 SACRAMENTO REGIONAL COUNTY SANITATION DISTRICT / SACRAMENTO

POWER AUTHORITY / CITY OF SACRAMENTO WATER RECYCLING PIPELINE – PHASE 1A PROJECT

SACRAMENTO REGIONAL COUNTY SANITATION DISTRICT SACRAMENTO COUNTY, CALIFORNIA

Receipt of this addendum must be acknowledged in the space provided in the bid form in Section 00 41 00.

ADDENDUM ITEM

SECTION AND PAGE

LOCATION AND DESCRIPTION OF CHANGE

PART A – CONTRACT REQUIREMENTS (DIVISION 00 AND 01)

2.01 00 41 43 Replace BID FORM with revised BID FORM in Attachment 1.

2.02 01 13 00, pg. 2

Replace Item D with:

“24" OD HDPE PIPELINE OR 18” ID FPVC PIPELINE - OPEN CUT (BID ITEM NO. 4): Measurement for payment for the 24" OD HDPE or 18” ID fPVC recycled water pipeline - in open trench will be based upon the horizontal station measurement form end to end of the pipe along the horizontally projected pipe centerline, including all pipeline welds. Payment for the recycled water pipeline in open trench will be made at the unit price per linear foot named in the Bid Form under Item No. 4, which price shall constitute full compensation for furnishing, unloading, handling, hauling, and storing the pipe, excavation, disposal of waste materials, dewatering, laying and joining the pipe and fittings, bedding, backfill, compaction, and locating wire.”

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08/19/15 00 91 13-2 Addendum No. 2

ADDENDUM ITEM

SECTION AND PAGE

LOCATION AND DESCRIPTION OF CHANGE

2.03 01 13 00, pg. 2

Replace Item E with:

“CONNECT 24" OD HDPE PIPELINE OR 18” ID FPVC PIPELINE TO WRF PVC PIPELINE (BID ITEM NO. 5): Measurement for payment for the 24” OD HDPE or 18" ID fPVC recycled water pipeline connection to the 18-inch WRF PVC Pipeline - in open trench will be based upon the completion of connection and testing of blind flange. Payment for the recycled water pipeline connection to the 18-inch WRF PVC Pipeline shall constitute full compensation for furnishing and fitting the pipe, excavation, disposal of waste materials, dewatering, laying and joining the pipe and fittings, bedding, backfill, compaction, and locating wire.”

2.04 01 13 00, pg. 2

Replace Item F with:

“24" OD HDPE PIPELINE OR 18” ID FPVC PIPELINE- HDD (BID ITEM NO. 6): Measurement for payment for the 24" OD HDPE or 18” ID fPVC recycled water pipeline - installed via horizontal directional drilling (HDD) will be based upon the horizontal station measurement form end to end of the pipe along the horizontally projected pipe centerline, including all pipeline welds. Payment for the recycled water pipeline installed via HDD will be made at the unit price per linear foot named in the Bid Form under Item No. 6, which price shall constitute full compensation for furnishing, unloading, handling, hauling, and storing the pipe, welding, supporting, drilling equipment, drilling fluid and separation equipment, entry/exit point excavation, disposal of waste materials, dewatering, pullback and grouting.”

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08/19/15 00 91 13-3 Addendum No. 2

ADDENDUM ITEM

SECTION AND PAGE

LOCATION AND DESCRIPTION OF CHANGE

2.05 01 13 00, pg. 2

Replace Item G with:

“18" ID DI PIPELINE OR 18” FPVC PIPELINE - OPEN CUT (BID ITEM NO. 7): Measurement for payment for the 18" ID DI or 18” ID fPVC recycled water pipeline - in open trench will be based upon the horizontal station measurement form end to end of the pipe along the horizontally projected pipe centerline, including all pipeline fittings. Payment for the recycled water pipeline in open trench will be made at the unit price per linear foot named in the Bid Form under Item No. 7, which price shall constitute full compensation for furnishing, unloading, handling, hauling, and storing the pipe, excavation, disposal of waste materials, dewatering, laying and joining the pipe and fittings, polyethylene encasement, bedding, backfill, compaction, and locating wire.”

2.06 01 13 00, pg. 3

Replace Item M with:

“12.75" OD HDPE OR 10” ID FPVC SSE PIPELINE - OPEN CUT (BID ITEM NO. 13): Measurement for payment for the 12.75" OD HDPE or 10” ID fPVC effluent pipeline - in open trench will be based upon the horizontal station measurement form end to end of the pipe along the horizontally projected pipe centerline, including all pipeline welds. Payment for the effluent pipeline in open trench will be made at the unit price per linear foot named in the Bid Form under Item No. 13, which price shall constitute full compensation for furnishing, unloading, handling, hauling, and storing the pipe, excavation, disposal of waste materials, dewatering, laying and joining the pipe and fittings, bedding, backfill, compaction, and locating wire.”

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08/19/15 00 91 13-4 Addendum No. 2

ADDENDUM ITEM

SECTION AND PAGE

LOCATION AND DESCRIPTION OF CHANGE

2.07 01 13 00, pg. 4

Replace Item N with:

“12.75” OD HDPE OR 10” ID FPVC PIPELINE - HDD (BID ITEM NO. 14): Measurement for payment for the 12.75" OD HDPE or 10” ID fPVC effluent pipeline - installed via horizontal directional drilling (HDD) will be based upon the horizontal station measurement form end to end of the pipe along the horizontally projected pipe centerline, including all pipeline welds. Payment for the effluent pipeline installed via HDD will be made at the unit price per linear foot named in the Bid Form under Item No. 14, which price shall constitute full compensation for furnishing, unloading, handling, hauling, and storing the pipe, welding, supporting, drilling equipment, drilling fluid and separation equipment, entry/exit point excavation, disposal of waste materials, dewatering, pullback and grouting.”

2.08 01 13 00, pg. 4

Add Item R. as follows:

“LEVEE RELIEF WELL PUMP TEST (BID ITEM NO. 18): No measurement shall be made for this item. Payment for testing will be made at the lump-sum price named in the Bid Schedule under Item No. 18, which price shall constitute full compensation for furnishing all materials for and providing testing services. The Contractor shall obtain any necessary permitting for discharge of water.”

2.09 01 14 19, pg. 2

Add Item J. as follows:

“Contractor access to HDD pipeline alignments from Station 47+00 to 59+00 is encumbered by on-going construction by the EchoWater Flow EQ Contract. An energized surface grid for HDD alignment tracking will not be allowed in this area of the pipeline alignments. Contractor shall note that active dewatering well points will be active in this area throughout the duration of the HDD work. See Flow EQ Contractor dewatering submittal in Appendix E for details.”

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08/19/15 00 91 13-5 Addendum No. 2

ADDENDUM ITEM

SECTION AND PAGE

LOCATION AND DESCRIPTION OF CHANGE

2.10 01 14 20, pg. 1

Add Item B. to Contract Milestone table:

“B. Contract Milestone: Completion and test or Northern open cut portions of SSE and SPA pipelines and demobilization from laydown area

Completion Time/Date: March 25, 2016

Liquidated Damages: $1,250/day

PART B – TECHNICAL SPECIFICATIONS (DIVISION 02 THROUGH 46)

2.11 33 05 23, pg. 7

Replace the last sentence with:

“Design tolerance is plus or minus 10 feet horizontally, plus 5 feet vertically and minus 15 feet vertically.”

2.12 33 05 23, pg. 8

Replace the 5th sentence of 1.04, Item B. with:

“The position of the drill head shall be continuously tracked during the pilot bore and recorded by a downhole wireline tracking locator system and supplemented by handheld surface monitoring or, where feasible, an energized wire grid at the surface.”

2.13 33 05 23, pg. 8

Replace Item B, bullet 6. with:

“Annual Pressure (pilot bore only)”

2.14 33 05 23, pg. 12

Replace 2.01 MATERIALS, A. PIPE:, Item 1. With:

“The Contractor shall provide and install HDPE pipe in accordance with Section 40 05 32 or fPVC pipe in accordance with 40 05 31.”

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08/19/15 00 91 13-6 Addendum No. 2

2.15 33 05 23, pg. 14

Replace 3.04, A, 1. 2nd sentence with:

“Tru-tracker energized surface grid, or equivalent, shall be installed where feasible, and used on both sides of any waterway to augment the downhole wireline tracking system.”

2.16 33 05 23, pg.14

Replace the 3.04, A., 3. 3rd sentence with:

“These measurements shall be made during pilot bore drilling.”

2.17 33 05 23, pg. 15

Replace the 3.04, E., 1. with:

“Horizontal and Vertical Tolerances: As noted in 1.03, Z. , 2.”

2.18 33 05 23, pg. 15

Replace 3.04, H. with:

“HYDROSTATIC TEST: The Contractor shall perform hydrostatic water pressure test in accordance with COMMON WORK RESULTS FOR PIPING SYSTEMS, Section (40 05 03) prior to pipe pullback and after HDD pipe is installed. The Contractor shall repair any defects discovered during these tests and repeat until the pipe passes the test.”

2.19 33 05 23, pg. 15

Replace 3.04, I., 3. with:

“The welded pipe shall be filled with water in accordance with approved submittal as it enters the bore to reduce pullback loads.”

2.20 33 05 23, pg. 16

Replace 3.04. J., 1. First sentence with:

“The Contractor shall grout the annular space between the bore and the outer diameter or the pipe.”

2.21 33 20 06 Insert Specification 33 20 06 – Well Pump Test and attachments – Addendum No. 2, Attachment 1.

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08/19/15 00 91 13-7 Addendum No. 2

2.22 40 05 03, pg. 14

Insert the following:

“3.06 CLEANING AND FLUSHING

A. GENERAL:

1. Clean piping systems following completion of testing and prior to connection to operating, control, regulating or instrumentation equipment.

B. TYPE 1:

1. Clean piping with a swab or cleaning ball. Flush and disinfect in accordance with AWWA C651, modified as follows:

a. Use liquid chlorine.

b. Use the continuous feed method.

c. Fill piping with chlorine solution and expel air. Retain solution in piping for 24 hours.

d. Test for minimum chlorine residual of 10 ppm at end of 24 hour period. Take at least one sample every 500 feet of piping, in addition to the samples specified in AWWA C651.

e. Dispose of chlorinated water as directed by District.

3.07 TESTING

C. GENERAL:

1. Upon completion of piping, the Contractor shall test the piping systems.

2. Pressures, media and test durations shall be as specified in the PIPESPEC sheets located at the end of this specification section.

3. Equipment which may be damaged by the specified test conditions shall be isolated.

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08/19/15 00 91 13-8 Addendum No. 2

4. Testing shall be performed using certified, calibrated test gauges.

a. Required pressure tests of 10 psig or less shall be performed with gauges of 1/10 psig increments or less.

b. Required pressure tests exceeding 10 psig but less than 100 psig shall be performed with gauges of 1 psig increments or less.

c. Required pressure tests exceeding 100 psig shall be performed with gauges incremented for 2% or less of the required test pressure.

d. Test gauges shall have a pressure range not greater than twice the test pressure.

5. Testing shall be performed using certified, calibrated volumetric measuring equipment to determine leakage rates.

6. Testing, as specified herein, shall include existing piping systems that connect with new pipe systems. Existing pipe shall be tested to the nearest existing valve. Any piping which fails the test shall be repaired. Repair of existing piping will be considered and paid for as extra work.

D. TYPE 1:

1. Leakage shall be zero at the specified test pressure throughout the specified duration unless specifically allowed in the individual PIPESPEC sheets located at the end of this specification section.”

2.23 40 05 03, Attachment

Replace PIPESPEC Attachments with sheets in Attachment 1.

2.24 Insert Specification 40 05 31 – Fusible Polyvinylchloride Process Pipe – Addendum No. 2, Attachment 1.

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08/19/15 00 91 13-9 Addendum No. 2

2.25 40 05 32, pg. 3

Replace 2.02 MATERIALS/EQUIPMENT, A. Pipe:, 1. and 2. with:

“1. 24-inch HDPE WRF pipe shall be SDR 9, purple stripe

2. 12-inch HDPE SSE pipe shall be SDR 9.”

2.26 40 05 32, pg.4 Replace2.02 MATERIALS/EQUIPMENT, A. Pipe: 3. HDPE: d. AWWA C906: 1) with:

“Acceptable sizes: 4 to 36 inches IPS. SDR 9 rated 250 psi working pressure.”

2.27 Insert Specification 40 05 57 – Actuators For Process Valves and Gates, Addendum No. 2, Attachment 1

PART C – DRAWINGS

2.28 Drawing G-6 Replace drawing with drawing in Attachment 2.

2.29 Drawing GC-6 Replace drawing with drawing in Attachment 2.

2.30 Drawing C-1 Replace drawing with drawing in Attachment 2.

2.31 Drawing PP-1 Replace drawing with drawing in Attachment 2.

2.32 Drawing PP-2 Replace drawing with drawing in Attachment 2.

2.33 Drawing PP-3 Replace drawing with drawing in Attachment 2.

2.34 Drawing PP-4 Replace drawing with drawing in Attachment 2.

2.35 Drawing PP-5 Replace drawing with drawing in Attachment 2.

2.36 Drawing PP-6A

Replace drawing with drawing in Attachment 2.

2.37 Drawing PP-6B

Replace drawing with drawing in Attachment 2.

2.38 Drawing PP-6C

Replace drawing with drawing in Attachment 2.

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08/19/15 00 91 13-10 Addendum No. 2

APPENDICES

2.39 Appendix D Draft Stormwater Pollution Prevention Plan (SWPPP) – Replacement pages, see Attachment 3.

2.40 Appendix E ECHOWATER FLOW EQUALIZATION PROJECT - CONTRACTOR SUBMITTAL FOR DEWATERING, see Attachment 4.

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08/19/15 00 91 13-11 Addendum No. 2

This addendum No. 2 shall be incorporated into and made part of the above referenced contract documents for Contract No. 4289. DATE:_____________________ BY ______________________________________ GAYLEEN DARTING PROJECT MANAGER DATE: ____________________ BY ______________________________________ RUBEN ROBLES DIRECTOR OF DISTRICT OPERATIONS

**END OF SECTION**

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08/19/15 00 91 13-12 Addendum No. 2

ATTACHMENT NO. 1

TECHNICAL SPECIFICATION SECTION 40 05 03A – PIPESPEC ATTACHMENTS - FOR WRF AND SSE PIPES

SECTION 40 05 31 – FUSIBLE POLYVINYL CHLORIDE PROCESS PIPE SECTION 40 05 57 – ACTUATORS FOR PROCESS VALVES AND GATES

SECTION 33 20 06 – RELIEF WELL PUMP TEST PROCEDURES & ATTACHMENTS

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PIPING SYSTEM SPECIFICATION SERVICE: Side Stream Effluent SYMBOL: SSE FLUID: Water

PRESSURE – PSIG TEMPERATURE - F MAX: 60 TEST: 100 TEST TYPE: 1 NORMAL: 60 MAX: 85

TEST MEDIUM: Water TEST DURATION: 120 minutes CLEANING TYPE: 2

PIPE AND FITTING SPECIFICATION SIZE EXPOSURE PIPE FITTINGS

All Buried AWWA C906, DR 9 per POLYETHYLENE PROCESS PIPE Section (40 05 32).

Ductile iron restrained mechanical joint fittings, AWWA C110 with fusion bonded epoxy lining

Buried AWWA C900, DR 18 per FUSIBLE POLYVINYL CHLORIDE PIPE Section (40 05 31)

Ductile iron restrained mechanical joint fittings, AWWA C110 with fusion bonded epoxy lining

All All Flange Gaskets: Neoprene

Push-on/Mech. Couplings: Nitrile or Neoprene

GENERAL VALVE SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED IN VALVE SCHEDULE SIZE EXPOSURE DUTY SPECIFICATION OPERATOR

10” Buried Isolation Gate Valve, Type RW200, GATE VALVES Section 40 05 61

MGQ

REMARKS:

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PIPING SYSTEM SPECIFICATION SERVICE: Recycled Water SYMBOL: WRF FLUID: Reclaimed Water

PRESSURE – PSIG TEMPERATURE - F MAX: 156 TEST: 206 TEST TYPE: 1 NORMAL: 70 MAX: 85

TEST MEDIUM: Water TEST DURATION: 120 minutes CLEANING TYPE: 2

PIPE AND FITTING SPECIFICATION SIZE EXPOSURE PIPE FITTINGS

18” ID

Buried AWWA C906, DR 9 per POLYETHYLENE PROCESS PIPE Section (40 05 32), Purple Stripe.

Ductile iron restrained mechanical joint fittings, AWWA C153, with cement mortar lining.

Buried AWWA C900, DR 18 per FUSIBLE POLYVINYL CHLORIDE PIPE Section (40 05 31), Purple.

Ductile iron restrained mechanical joint fittings, AWWA C153, with cement mortar lining.

Buried AWWA C151 Class 350 per DUCTILE IRON PIPE Section (40 05 19), Purple polyethylene sleeve

Ductile iron restrained mechanical joint fittings, AWWA C153, with cement mortar lining.

18” All Flange Gaskets: Neoprene CL

Push-on/Mech. Couplings: Neoprene or nitrile

GENERAL VALVE SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED IN VALVE SCHEDULE SIZE EXPOSURE DUTY SPECIFICATION OPERATOR

18” Buried Isolation Butterfly valve, Type AW250 BUTTERFLY VALVES Section (40 05 64)

MGQ with 2” AWWA nut

REMARKS:

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August 12, 2015 – Addendum No. 2

Sacramento Water Authority

Recycled Water Pipeline – Phase 1A 40 05 31 - 1   

SECTION 40 05 31

FUSIBLE POLYVINYL CHLORIDE PIPE

PART 1 -- GENERAL

1.01 GENERAL REQUIREMENTS

A. The CONTRACTOR shall provide fusible polyvinylchloride pipe complete and in place, conforming to all standards and procedures, and meeting all testing and material properties as described in this specification for installation by direct bury.

B. CONTRACTOR shall be responsible for all installation processes and procedures associated with the installation direct bury in accordance with this specification. CONTRACTOR shall refer to HORIZONTAL DIRECTIONAL DRILLING Section 33 05 23 for PVC installation via directional drilling.

1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS

A. COMMERCIAL STANDARDS

AWWA C104 Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water

AWWA C110 Ductile-Iron and Gray-Iron Fittings 3-in Through 48-in for Water

AWWA C111 Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

AWWA C605 Standard for Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water

AWWA C651 Standard for Disinfecting Water Mains ASTM D 2584 Standard Test Method for Ignition Loss of Cured

Reinforced Resins AWWA C900 Polyvinyl Chloride (PVC) Pressure Pipe and

Fabricated Fittings, 4-in Through 12-in, for Water Transmission and Distribution

AWWA C905 Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14-in Through 48-in, for Water Transmission and Distribution

AWWA Manual M23 PVC Pipe - Design and Installation

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Sacramento Water Authority

Recycled Water Pipeline – Phase 1A 40 05 31 - 2   

ASTM D1784 Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds

ASTM D1785 Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120

ASTM D2152 Test Method for Degree of Fusion of Extruded Poly (Vinyl Chloride) (PVC) Pipe and Molded Fittings by Acetone Immersion

ASTM D2241 Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR PR)

ASTM D2665 Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings

ASTM F477 Elastomeric Seals (Gaskets) for Joining Plastic Pipe

ASTM F1057 Standard Practice for Estimating the Quality of Extruded Poly (Vinyl Chloride) (PVC) Pipe by the Heat Reversion Technique

UNI-PUB-08 Tapping Guide for PVC Pressure Pipe NSF-14 Plastics Piping System Components and Related

Materials PPI TR-2 PVC Range Composition Listing of Qualified

Ingredients PPI Technical Report TR 3/4 Policies and Procedures for Developing

Recommended Hydrostatic Design Stresses for Thermoplastic Pipe Materials

1.03 CONTRACTOR SUBMITTALS

A. The following information shall be submitted for review in accordance with the SUBMITTAL PROCEDURES Section (01 33 00):

1. A copy of this specification section, with addenda updates, with each paragraph check marked to show specification compliance or marked to show deviations.

2. Manufacturer's information and catalog data showing compliance with this specification and a full description of the item.

B. Furnish Shop Drawings of pipe, fitting, and appurtenances in accordance with Section 01300 - Contractor Submittals.

C. CERTIFICATIONS: Furnish a certified affidavit of compliance for pipe and other products or materials furnished under this Section:

1. Hydrostatic proof test reports.

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2. Sustained pressure test reports.

3. Burst strength test reports.

D. PRE-CONSTRUCTION SUBMITTALS

1. The following PRODUCT DATA is required from the pipe supplier and/or fusion provider:

a. Pipe Size

b. Dimensionality

c. Pressure Class per applicable standard

d. Color

e. Recommended Minimum Bending Radius

f. Recommended Maximum Safe Pull Force

g. Fusion technician qualification indicating conformance with this specification

E. POST-CONSTRUCTION SUBMITTALS

1. The following AS-RECORDED DATA is required from the contractor and/or fusion provider to the owner or pipe supplier upon request:

a. Approved datalogger device reports

b. Fusion joint documentation containing the following information:

1) Pipe Size and Thickness

2) Machine Size

3) Fusion Technician Identification

4) Job Identification

5) Fusion Joint Number

6) Fusion, Heating, and Drag Pressure Settings

7) Heat Plate Temperature

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8) Time Stamp

9) Heating and Cool Down Time of Fusion

10) Ambient Temperature

F. Expenses incurred in making samples for certification of tests shall be borne by the CONTRACTOR as part of the WORK.

1.04 QUALITY ASSURANCE

A. INSPECTION: Pipe shall be subject to inspection at the place of manufacture. Notify the DISTRICT REPRESENTATIVE in writing of the manufacturing starting date not less than 14 Days prior to the start of any phase of the pipe manufacture.

B. During the manufacture of the pipe, the DISTRICT REPRESENTATIVE shall be given access to areas where manufacturing is in process and shall be permitted to make inspections necessary to confirm compliance with the Specifications.

C. TESTS: Except as modified herein, all materials used in the manufacture of the pipe shall be tested in accordance with COMMON WORK RESULTS FOR PIPING SYSTEMS Section (40 05 03) and this Section, as applicable.

D. The CONTRACTOR shall perform said material tests. The DISTRICT REPRESENTATIVE shall have the right to witness testing, provided, that the CONTRACTOR'S schedule is not delayed for the convenience of the DISTRICT REPRESENTATIVE.

E. In addition to those tests specifically required, the DISTRICT REPRESENTATIVE may request additional samples of any material for testing. The additional samples shall be furnished as part of the WORK.

F. MANUFACTURER REQUIREMENTS: All piping shall be made from PVC compound conforming to cell classification 12454 per ASTM D1784.

G. FUSION TECHNICIAN REQUIREMENTS: Fusion Technician shall be fully qualified by the pipe supplier to install fusible polyvinylchloride pipe of the type(s) and size(s) being used. Qualification shall be current as of the actual date of fusion performance on the project.

H. WARRANTY

1. The pipe shall be warranted for one year per the pipe supplier's standard terms.

2. In addition to the standard pipe warranty, the fusion services shall be warranted for one year per the fusion service provider's standard terms.

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Sacramento Water Authority

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PART 2 -- PRODUCTS

2.01 GENERAL

A. Small PVC pressure pipe (4-inch through 12-inch) shall conform to the applicable requirements of AWWA C900 and the additional requirements herein.

B. Large PVC pressure pipe (14-inch through 48-inch) shall conform to the applicable requirements of AWWA C905 and the additional requirements herein.

2.02 PIPE

A. The pipe shall be of the diameter and pressure class indicated, shall be furnished complete, and specials and fittings shall be provided as required in the Contract Documents. The dimensions and pressure classes for large PVC pressure pipe with Ductile Iron Pipe Equivalent O.D.'s shall conform to AWWA C900/C905.

B. ADDITIVES AND FILLERS: Unless otherwise provided in alternate qualification procedures of PPI-TR3, compounds which have a Hydrostatic Design Basis (HDB) of 4000 psi at 73.4 degrees F for water shall not contain additives and fillers that exceed the recommended values in Table 1, Part Y of PPI-TR3 (e.g., allowable content range for calcium carbonate is 0.0-5.0 parts per hundred parts of resin). If requested by the DISTRICT REPRESENTATIVE, the additive and filler content shall be determined by using the pyrolysis method per ASTM D 2584.

C. FUSION JOINTS: Unless otherwise specified, fusible polyvinylchloride pipe lengths shall be assembled in the field with butt-fused joints. The Contractor shall follow the pipe supplier's written guidelines for this procedure. All fusion joints shall be completed as described in this specification.

D. JOINT DEFLECTION: Deflection at the joint shall not exceed 1.5 degrees or the maximum deflection recommended by the manufacturer. No deflection of the joint shall be allowed for joints that are over-belled or not belled to the stop mark.

2.03 PIPE SCHEDULE

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Pipe Designation

or Pipe Class

Size, (in.)

Maximum Sustained

Pressure, Pw,

psi

DR

Color Required

Inner Diameter

(in.)

WRF, Recycled

Water

18 235 18 Purple 17.20

SSE, Sidestream

Effluent

10 235 18 Purple 9.79

2.04 CONNECTIONS AND FITTINGS

A. DUCTILE IRON MECHANICAL AND FLANGED FITTINGS: Acceptable fittings for use with fusible polyvinylchloride pipe shall include standard ductile iron fittings conforming to AWWA/ANSI C110/A21.10 and AWWA/ANSI C111/A21.11.

1. Connections to fusible polyvinylchloride pipe may be made using a restrained product for PVC pipe, as well as for MJ or flanged fittings.

2. Bends, tees and other ductile iron fittings shall be restrained with the use of thrust blocking or other means as indicated in the construction documents.

3. Ductile iron fittings must be installed per the manufacturer's guidelines.

4. Additional fittings for the FPVC pipe may be required that are not shown on the HDPE pipe based drawings and shall be provided at no cost to the District.

B. FUSIBLE POLYVINYL CHLORIDE SWEEPS OR BENDS

1. Fusible polyvinyl chloride sweeps or bends shall conform to the same sizing convention, diameter, dimensional tolerances and pressure class of the pipe being joined using the sweep or bend.

2. Fusible polyvinyl chloride sweeps or bends shall be manufactured from the same fusible polyvinyl chloride pipe being used for the installation, and shall have at least 2 feet of straight section on either end of the sweep or bend to allow for fusion of the sweep to the pipe installation. There shall be no gasketed connections utilized with a fusible polyvinyl chloride sweep.

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3. Standard fusible polyvinyl chloride sweep or bend angles shall not be greater than 22.5 degrees, and shall be used in nominal diameters ranging from 4 inch through 16 inch.

C. FASTENERS

1. Bolts and nuts for buried service shall be in accordance with DUCTILE IRON PIPE Section 40 05 19.

PART 3 -- EXECUTION

3.01 GENERAL

A. Laying, jointing, testing for defects and for leakage shall be performed in the presence of the DISTRICT REPRESENTATIVE, and shall be subject to approval before acceptance. Material having defects will be rejected and the CONTRACTOR shall promptly remove such defective materials from the Site.

B. All pipe shall be bundled or packaged in such a manner as to provide adequate protection of the ends during transportation to the site. Any pipe damaged in shipment shall be replaced as directed by the DISTRICT REPRESENTATIVE.

C. Each pipe shipment should be inspected prior to unloading to see if the load has shifted or otherwise been damaged. Notify DISTRICT REPRESENTATIVE immediately if more than immaterial damage is found. Each pipe shipment should be checked for quantity and proper pipe size, color, and type.

D. Pipe should be loaded, off-loaded, and otherwise handled in accordance with AWWA M23, and all of the pipe supplier's guidelines shall be followed.

E. Off-loading devices such as chains, wire rope, chokers, or other pipe handling implements that may scratch, nick, cut, or gouge the pipe are strictly prohibited.

F. During removal and handling, be sure that the pipe does not strike anything. Significant impact could cause damage, particularly during cold weather.

G. If appropriate unloading equipment is not available, pipe may be unloaded by removing individual pieces. Care should be taken to insure that pipe is not dropped or damaged. Pipe should be carefully lowered, not dropped, from trucks.

H. Installation shall conform to AWWA M23, instructions furnished by the pipe manufacturer, and to the supplementary requirements or modifications herein. Wherever the provisions of this Section and the aforementioned requirements are in conflict, the more stringent provision shall apply.

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3.02 HANDLING AND STORAGE

A. HANDLING: Pipe, fittings, and accessories shall be carefully inspected before and after installation and those found defective shall be rejected. Pipe and fittings shall be free from fins and burrs. Before being placed in position, pipe, fittings, and accessories shall be cleaned, and shall be maintained in a clean condition. Proper facilities shall be provided for lowering sections of pipe into trenches. Under no circumstances shall pipe, fittings, or any other pipe-related material be dropped or dumped into trenches.

B. STORAGE: Pipe should be stored, if possible, at the Site in unit packages provided by the manufacturer. Caution shall be exercised to avoid compression damage or deformation to bell ends of the pipe. Pipe shall be stored in such a way as to prevent sagging or bending and shall be protected from exposure to direct sunlight by covering with an opaque material while permitting adequate air circulation above and around the pipe. Store gaskets in a cool, dark place out of the direct rays of the sun, preferably in original cartons.

3.03 FUSION PROCESS

A. GENERAL

1. Fusible polyvinylchloride pipe will be handled in a safe and non-destructive manner before, during, and after the fusion process and in accordance with this specification and pipe supplier's guidelines.

2. Fusible polyvinylchloride pipe will be fused by qualified fusion technicians, as documented by the pipe supplier.

3. Each fusion joint shall be recorded and logged by an electronic monitoring device (data logger) connected to the fusion machine.

4. Only appropriately sized and outfitted fusion machines that have been approved by the pipe supplier shall be used for the fusion process. Fusion machines must incorporate the following elements:

a. HEAT PLATE: Heat plates shall be in good condition with no deep gouges or scratches. Plates shall be clean and free of any debris or contamination. Heater controls shall function properly; cord and plug shall be in good condition. The appropriately sized heat plate shall be capable of maintaining a uniform and consistent heat profile and temperature for the size of pipe being fused, per the pipe supplier's guidelines.

b. CARRIAGE: Carriage shall travel smoothly with no binding at less than 50 psi. Jaws shall be in good condition with proper inserts for the pipe size being fused. Insert pins shall be installed with no interference to carriage travel.

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Sacramento Water Authority

Recycled Water Pipeline – Phase 1A 40 05 31 - 9   

c. GENERAL MACHINE: Overview of machine body shall yield no obvious defects, missing parts, or potential safety issues during fusion.

d. DATA LOGGING DEVICE: An approved datalogging device with the current version of the pipe supplier's recommended and compatible software shall be used. Datalogging device operations and maintenance manual shall be with the unit at all times. If fusing for extended periods of time, an independent 110V power source shall be available to extend battery life.

B. JOINT RECORDING: Each fusion joint shall be recorded and logged by an electronic monitoring device (data logger) connected to the fusion machine. The fusion data logging and joint report shall be generated by software developed specifically for the butt-fusion of fusible polyvinyl chloride pipe. The software shall register and/or record the parameters required by the pipe supplier and these specifications. Data not logged by the data logger shall be logged manually and be included in the Fusion Technician's joint report.

1. Other equipment specifically required for the fusion process shall include the following:

a. Pipe rollers shall be used for support of pipe to either side of the machine

b. A weather protection canopy that allows full machine motion of the heat plate, fusion assembly and carriage shall be provided for fusion in inclement, extreme temperatures, and /or windy weather, per the pipe supplier's recommendations.

c. An infrared (IR) pyrometer for checking pipe and heat plate temperatures.

d. Fusion machine operations and maintenance manual shall be kept with the fusion machine at all times.

e. Facing blades specifically designed for cutting fusible polyvinylchloride pipe shall be used.

3.04 TRENCHING AND BACKFILL

A. Trench excavation and backfill shall conform to the requirements of EARTH MOVING Section 31 20 00.

3.05 PIPE INSTALLATION

A. Whenever possible, pipe lengths shall be fused in their entirety and staged prior to installation in the trench. Fused pipe lengths shall be determined by Contractor preference, pipe supplier's guideline and site constraints.

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Sacramento Water Authority

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B. The allowable length and width of open trench or excavation shall adhere to all applicable jurisdictional standards and the construction documents.

C. Fused lengths of pipe shall be installed by lowering into the trench or excavation, using approved strapping per the construction documents and the pipe supplier's guidelines. The lowering operation, once initiated shall proceed until the entire length of the fused section of pipe is installed.

D. Coordination of lifting equipment shall ensure that the fused pipe does not exceed the bending and buckling limitations of the pipe, per the pipe supplier's guidelines.

E. Equipment shall be utilized and staged per the pipe supplier's guidelines.

F. Under no circumstances will the pipe be "dropped" or "rolled" into the trench or excavation.

G. If the length of the fused pipe is longer than what the available equipment can lower into the trench or excavation at one time, equipment shall be staged so that lowering shall begin at one end of the installation, and proceed along the trench or excavation, so that the entire fused length is installed without exceeding the minimum bend radius of the fused pipe.

H. Pipe may also be installed by pulling it into the end of the trench via a sloped section that is constructed so as not to exceed the minimum bending radius of the pipe. Pipe may be pulled by the use of a pull head and winch or piece of equipment as recommended by the pipe supplier.

I. Fused pipe shall be bedded and backfilled per the construction documents and all applicable standards. Initial lengths of installed fused polyvinylchloride pipe shall be bedded and backfilled before any connections are made between adjacent lengths. Initial lengths of installed fused polyvinylchloride pipe shall be allowed to come to thermal equilibrium with the temperature at burial depth, by waiting at least 24 hours after installation prior to making connections such as service lines and laterals.

3.06 FUSIBLE POLYVINYLCHLORIDE PIPE CARE

A. The fusible polyvinylchloride pipe shall be handled with care to minimize the possibility of it being cut, kinked, gouged, or otherwise damaged. The use of cables or hooks on the pipe directly will not be permitted.

B. Sections of the fusible polyvinylchloride pipe damaged, cut, or gouged shall be repaired by cutting out the section of damaged pipe and then rejoining per the construction documents and the pipe supplier's guidelines.

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Sacramento Water Authority

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3.07 FIELD TESTING

A. Field testing shall conform to the requirements of COMMON WORK RESULTS FOR PIPING SYSTEMS Section 40 05 03.

**END OF SECTION**

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August 12, 2015 – Addendum No. 2 Sacramento Water Authority Recycled Water Pipeline – Phase 1A 40 05 57 - 1

SECTION 40 05 57

ACTUATORS FOR PROCESS VALVES AND GATES

PART 1 -- GENERAL

1.01 GENERAL REQUIREMENTS

A. SCOPE:

1. This section specifies manual operators and powered actuators for valves and gates, and appurtenances.

1.02 REFERENCES

A. REFERENCE STANDARDS: The publications referred to hereinafter form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. The latest edition of referenced publications in effect at the time of the bid shall govern. In case of conflict between the requirements of this section and the listed references, the requirements of this section shall prevail.

Reference Title

ASTM A276 Stainless Steel Bars and Shapes AWWA C542 Electric Motor Actuators for Valves and Slide Gates AWWA C561 Fabricated Stainless Steel Slide Gates NEMA ICS2 Industrial Control Devices, Controllers and Assemblies

B. DEFINITIONS:

1. As used for manual valves specified in the COMMON WORK RESULTS FOR PIPING SYSTEMS Section (40 05 03), operator and actuator types are identified by a 3 to 6 digit code. For actuators with digital bus, use the specification for the first 5 digits and include the digital bus field unit specifications in this section.

OPERATOR & ACTUATOR CODES

X X X X X XPower Source M – Manual E – Electric P – Pneumatic H – Hydraulic

Transmission C – Cylinder D – Diaphragm G – Gear L – Lever M – Motor S – Acme Stem

StrokeL – Linear M – Multiturn Q – Quarter turn

(Optional)A – AWWA F – Floor box O – Open/close T – Throttling M – Modulating

(Optional) S – Small M -- Medium L – Large

(Optional)D – Digital fieldbus

2. ANTIFRICTION BEARING: The term “antifriction bearing” shall mean rolling element type bearing.

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August 12, 2015 – Addendum No. 2 Sacramento Water Authority Recycled Water Pipeline – Phase 1A 40 05 57 - 2

3. OPEN/CLOSE: To move to the fully open or fully closed position.

4. THROTTLING: To move to the fully open or fully closed position, or to move to and maintain an intermediate position between fully open and fully closed in response to a manually initiated control.

5. MODULATING: To move to the fully open or fully closed position, or to move to intermediate positions in response to a variable control signal.

1.03 SUBMITTALS

A. The following information shall be submitted for review in accordance with the SUBMITTAL PROCEDURES Section (01 33 00):

1. A copy of this specification section, with addenda updates, with each paragraph check marked to show specification compliance or marked to show deviations

2. A copy of the contract document control diagrams and process and instrumentation diagrams that apply to the equipment in this section marked to show specific changes necessary for the supplied equipment. If no changes are required, the drawings shall be marked "No Changes Required."

3. Spare parts listing in accordance with the SPARE PARTS Section (01 78 43).

1.04 OPERATION AND MAINTENANCE INSTRUCTIONS

A. Submit operation and maintenance (O&M) instructions in accordance with the OPERATION AND MAINTENANCE DATA Section (01 78 23) by submitting a copy of the OPERATION AND MAINTENANCE DATA Section (01 78 23) with each paragraph check marked to show compliance. O&M instructions shall be submitted after all submittals specified above have been returned mark “No Exceptions Taken” or “Make Corrections Noted.” O&M instructions shall reflect the approved materials and equipment.

PART 2 -- PRODUCTS

2.01 TYPE MLQ OPERATORS

A. MATERIALS/EQUIPMENT:

1. GENERAL:

a. Type MLQ operators shall be manual lever quarter turn operators.

2. BALL VALVES:

a. Provide locking lever type with vinyl plastic cover.

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August 12, 2015 – Addendum No. 2 Sacramento Water Authority Recycled Water Pipeline – Phase 1A 40 05 57 - 3

3. BUTTERFLY VALVES:

a. Provide latch type lever capable of being locked in at least ten intermediate positions between fully open and fully closed.

4. ECCENTRIC PLUG VALVE:

a. Provide removable lever handle.

2.02 TYPE MGQ OPERATORS

A. ACCEPTABLE PRODUCTS:

1. Bray series 04;

2. DynaTorque Inc. series DT;

3. Rotork series AB;

4. or equal, modified as required to meet the specifications.

B. MATERIALS/EQUIPMENT:

1. GENERAL:

a. Type MGQ operators shall be manual gear quarter turn operators. Torque range: 2000 to 24000 in-lbs, or 160 to 2000 ft-lbs.

2. HOUSING:

a. Cast or ductile iron, gasketed for weatherproof service. Aluminum housings are not acceptable.

3. GEARING:

a. Worm and worm gear type reduction gearing.

4. INPUT SHAFT:

a. Stainless steel shaft with antifriction bearings.

5. ROTATION:

a. Nominal 90 degrees, with externally adjustable travel stops. Provide visual position indicators, with permanent labels to show the open and closed positions on aboveground and overhead applications. Clockwise input shaft rotation equals clockwise output. Counterclockwise to open.

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August 12, 2015 – Addendum No. 2 Sacramento Water Authority Recycled Water Pipeline – Phase 1A 40 05 57 - 4

6. SIZE:

a. Size operator for the full pressure rating of the valve.

2.03 TYPE MGQA OPERATORS – NOT USED

2.04 TYPE MSMA OPERATORS – NOT USED

2.05 TYPE EMQOS(D) ACTUATORS – NOT USED

2.06 TYPE EMQMS(D) ACTUATORS – NOT USED

2.07 TYPE EMQTM(D) ACTUATORS – NOT USED

2.08 TYPE EMQMM(D) ACTUATORS – NOT USED

2.09 TYPE EMMTL ACTUATORS – NOT USED

2.10 TYPE EMMML ACTUATORS – NOT USED

2.11 TYPE EMQTL ACTUATORS – NOT USED

2.12 TYPE PCQOS ACTUATORS – NOT USED

2.13 TYPE PCQMS ACTUATORS – NOT USED

2.14 DIGITAL BUS SYSTEM – NOT USED

2.15 MOUNTING ADAPTERS – NOT USED

2.16 APPURTENANCES

A. MATERIALS/EQUIPMENT:

1. VALVE BOXES:

a. Valve boxes shall be cast iron and shall have suitable base castings to fit properly over the bonnets of their respective valves and heavy top sections with stay-put covers. Hot-dip galvanize covers. Label box covers with the symbol of the particular service, as specified in the COMMON WORK RESULTS FOR PIPING SYSTEMS Section (40 05 03).

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PART 3 -- EXECUTION

3.01 GENERAL (NOT USED)

3.02 INSTALLATION

A. Equipment specified in this section shall be installed in accordance with the manufacturer's instructions.

B. MANUAL OPERATORS:

1. AWWA NUTS: Provide 2 inch AWWA nuts on buried valves and on valves operated through floor boxes. Extend nut if necessary so nut will be within 6 inches of the valve box cover.

C. APPURTENANCES:

1. Extend valve box to finished surface for buried valves.

2. Provide floor boxes for AWWA nut operation of valves located below concrete slabs. Each floor box and cover shall be of the depth required for installation in the slab.

3.03 TESTING – NOT USED

3.04 TRAINING – NOT USED

**END OF SECTION**

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August 12, 2015 – Addendum No. 2 Sacramento Power Authority Recycled Water Pipeline – Phase 1A 00 41 43 - 1

SECTION 00 41 43

BID FORM – UNIT PRICE (SINGLE-PRIME CONTRACT)

SACRAMENTO REGIONAL COUNTY SANITATION DISTRICT

SACRAMENTO REGIONAL COUNTY SANITATION DISTRICT / SACRAMENTO POWER AUTHORITY / CITY OF SACRAMENTO WATER RECYCLING PIPELINE PHASE 1A

CONTRACT NO. 4289 Schedule of prices for construction of the Sacramento Regional County Sanitation District / Sacramento Power Authority / City of Sacramento Water Recycling Pipeline Phase 1A, Contract No. 4289, in accordance with the Contract Documents.

Item Description Units QuantityUnit Price (Dollars)

Total Bid Item(Dollars)

1. Mobilization/Demobilization (Not to Exceed 10% of Total Bid)

LS 1 LS

2. Sheeting, Shoring, and Bracing LS 1 LS

3. ALLOWANCE: SWPPP Implementation & Maintenance

A lump sum allowance for SWPPP implementation and maintenance.

LS 1 Allowance 10,000

4. Furnish and install 24” OD SPA – HDPE or 18” ID SPA - fPVC Pipeline – Open Cut

LF 231

5. Connect 24” OD SPA -HDPE or 18” ID fPVC Pipeline to 18” ID WRF PVC Pipeline

LS 1 LS

6. Furnish and install 24” OD SPA - HDPE or 18” ID fPVC Pipeline – HDD

LF 3220

7. Furnish and install 18” ID SPA – Ductile Iron or 18” ID SPA – fPVC – Pipeline - Open Cut

LF 1084

8. Furnish and Install 2” Air and Vacuum Valves

EA 1

9. Furnish and Install 18” Butterfly Valves

EA 2

10. Site Clearing & Restoration – HDD Laydown Area

LF 3400

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August 12, 2015 – Addendum No. 2 Sacramento Power Authority Recycled Water Pipeline – Phase 1A 00 41 43 - 2

Item Description Units QuantityUnit Price (Dollars)

Total Bid Item(Dollars)

11. Site Clearing & Restoration – Open Cut

LF 1114

12. SPA Pipeline Pressure Testing and Disinfection

LS 1 LS

13. Furnish and install 12” OD SSE – HDPE or 10” ID fPVC Pipeline – Open Cut

LF 1114

14. Furnish and install 12” OD SSE HDPE or 10” ID fPVC Pipeline - HDD

LF 3220

15. Furnish and Install 1” Air and Vacuum Sewer Valves

EA 1

16. Furnish and Install 10” Gate Valves EA 1

17. SSE Pipeline Pressure Testing LS 1 LS

18. Levee Relief Well Pump Testing LS 1 LS

SCHEDULE - TOTAL BID AMOUNT:

SUM OF all contract services including bid items 1-18

Signature of Bidder Title

**END OF SECTION**

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August 2015 – Addendum No.2 Sacramento Power Authority Recycled Water Pipeline – Phase 1A 33 20 06 - 1

SECTION 33 20 06

RELIEF WELL PUMP TESTING

PART 1 -- GENERAL

1.01 SUMMARY

A. The Contractor shall furnish all labor, equipment, and materials necessary to conduct pump tests for two existing relief wells on the north side of the levee in conjunction with the horizontal directional drilling (HDD) construction. The locations of the relief wells are as shown on the Project Drawings.

B. The City of Sacramento is the local maintaining agency for the Beach Lake levee which the HDD construction will cross under. A system of relief wells along the northern levee toe were constructed in 2005. The HDD alignment is between relief wells No. 20 and 21. Refer to Attachment A to this specification section for a detail of relief well 20. Relief well 21 is approximately 3 feet greater in depth. The pump flow rates for 100% design capacity are reported to be 45 and 20 gallons per minute (gpm) for relief wells 20 and 21 respectively. The specific capacities for relief wells 20 and 21 from the 2011 pump testing are 52.63 and 76.05 gallons per minute per foot (gpm/ft) respectively at the 100% design capacity described above.

C. The requirements of this specification are a condition of the Central Valley Flood Protection Board encroachment permit and the Contractor shall comply with these requirements.

1.02 SUBMITTALS

A. Submit the following in accordance with the requirements of SUBMITTAL PROCEDURES Specification Section (01 33 00), providing sufficient detail to allow the District Representative to determine whether the proposed equipment, materials, and procedures meet the Contract requirements. The District Representative's review of submitted details and data will be based on consideration of requirements for the completed work, utilities, and the possibility of unnecessary delays in the execution of the Work to be constructed under this Contract. Review and acceptance of the Contractor's Submittals by the District Representative shall not be construed in any way as relieving the Contractor of its responsibilities under this Contract.

B. PUMP TEST PLAN. The Contractor shall submit their proposed pump test plan, including, but not limited to the temporary pumps, power supply and other temporary equipment, detailed installation and layout of equipment including the arrangements for disposal of the testing water. Testing plan shall include the work sequencing and details for monitoring the water levels and flow rates. A daily schedule shall be provided.

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August 2015 – Addendum No.2 Sacramento Power Authority Recycled Water Pipeline – Phase 1A 33 20 06 - 2

C. PUMP TEST REPORTS. The Contractor shall submit complete, legible, written Pump Test Data Sheet and down-hole video inspection recording within 3 days of completion of the pump testing called for in Paragraph 3.01.E of this specification and as directed by the District Representative. The down-hole video inspection recording shall be submitted on electronic medium suitable for the data contained.

1.03 QUALITY ASSURANCE

A. ADVANCE NOTICE AND INSPECTIONS: The Contractor shall provide written notice to the District Representative at least 72 hours in advance of the planned pump testing. All work by the Contractor shall be performed in the presence of the District Representative, and the City of Sacramento, unless District Representative grants prior written approval to perform such work in District Representative's absence.

PART 2 -- PRODUCTS

2.01 TEMPORARY EQUIPMENT

A. The Contractor shall provide all equipment necessary for the pump testing; including, but not limited to the following: Submersible pump, flow meter for accurately measuring the discharge of water, valve for maintenance of a constant rate of discharge, Rossum sand sampler, turbidity meter, manual water level meter for measuring the depth of the water, two automated transducers and data loggers, temporary power for the pumps and other equipment, and piping for discharge of the pump test water as described herein.

PART 3 -- EXECUTION

3.01 GENERAL DESCRIPTION OF WORK

A. Pump tests shall be conducted before the HDD construction and within 7 days after the HDD construction, for both relief wells. The wells will be pumped at a constant rate (as controlled by a flow control valve) throughout the duration of the test. Down-hole video inspection shall be conducted as part of the pump testing, both before the HDD construction and after the HDD construction.

B. The Contractor shall provide a temporary pump / pumps large enough to attain the 100 % flow rates in Paragraph 1.01B (20 to 45 gpm) with the pump intake set at the bottom of the screened interval. The temporary pump shall be small enough to fit inside the casing of the well (6-inch casing per Attachment A), with a minimum 2-inch total clearance (annular spacing) between the outside of the pump and the inside of the well casing. The Contractor shall confirm the inside diameter of the well casing. A calibrated impeller type meter shall be used for accurately measuring the discharge rate in gallons per minute (±0.5 gpm) and the volume of water removed during the pumping

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August 2015 – Addendum No.2 Sacramento Power Authority Recycled Water Pipeline – Phase 1A 33 20 06 - 3

tests. A Rossum Sand Sampler should be used to measure the rate of sand infiltration from the well during the pumping test. If the sand infiltration rate nears or exceeds 5 mg/L, the District Representative will decide how to proceed.

C. Using transducers, the water level shall be measured in the relief well being pumped and one adjacent well prior to pumping, during pumping and during rebound (i.e. after pumping). After installation of automated data loggers/transducers, manual water level measurements will be taken in each well for correlation to transducer readings such that a pressure reading in the transducer can be correlated to a depth-to-groundwater in the relief well. Each well should be pumped for at least 30 minutes at the flow rates prescribed above. If the water level in the well continues to decline after 30 minutes of pumping, then the test shall continue for up to 1 hour. The water level shall continue to be recorded for 1 hour after the pump is turned off to record the water level as it rebounds.

D. The Contractor shall prepare the Pump Test Data Sheet for each relief well (form provided in Attachment A to this specification section) and submit to the District Representative.

E. A down-the-hole video color camera, such as RD Technical or equal shall be used to conduct the video inspection. The recording shall have an audio soundtrack associated with the visual track, a current date displayed on the video, and a digital readout of the depth of the camera at all times. The depth readout shall be calibrated to show the depth of the camera below the top of well casing.

F. The pump testing shall be used to determine the condition of the City’s two relief wells pre- and post-HDD construction. If the pump testing reveals markedly different conditions, such as diminished specific capacity or visual differences depicted in the well video, as determined by the District’s Representative, the Contractor shall be required to remedy this situation to the satisfaction of, and at no additional cost to the District.

3.02 DISPOSAL OF TEST WATER

A. General: The CONTRACTOR shall provide pipeline of sufficient size and length and associated facilities for discharging water from the relief well sites to the nearest City storm drain manholes depicted on the Project drawings. The CONTRACTOR shall design the system so that no erosion results from the discharge. Actions necessary to conform to discharge requirements contained in the Water Discharge Requirement for Dewatering and Other Low Threat Discharges to Surface Waters Order (Order No. R5-2008-0081) and shall be performed by the CONTRACTOR as a part of the WORK.

3.03 SITE RESTORATION AND DEMOBILIZATION:

A. The Contractor shall remove all equipment, materials, waste, and debris from the site and restore the site to its original condition upon completion of the installation as defined in the contract documents.

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August 2015 – Addendum No.2 Sacramento Power Authority Recycled Water Pipeline – Phase 1A 33 20 06 - 4

**END OF SECTION**

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North Beach Levee Relief Well Pump Test Data Sheet

Well Pump Test Data Form.doc

Date: _____________

DATA: Test Well Well ID: __________ Static Water Level: ________ Well Depth (ft): _____________ Depth of pump: ________ Transducer Depth: __________ Initial Flow Gauge Reading (total gal): ______________________

Observation Well Well ID: __________ Static Water Level: ________ Well Depth (ft): _____________ Transducer Depth: __________

OBSERVATIONS: Pump Start Time (24hr): _______________ Flow Rate (Q in gpm): ___________ Color of Discharge Water: ______________ Odor of Discharge Water: _____________ Turbidity of Discharge Water (in NTUs): ____________ Sand Test Volume (ml): ___________ (Should not exceed 5. ppm @ 0.5 gpm) Pump Stop Time (24hr): ________ Duration (t in min): _______________ Final Flow Gauge Reading (total gal): ______________ Total Gallons Pumped (gal): ______________

Calculations: Sand rate = Sand volume (ml) / duration of test (min) ppm = (Sand rate / 1892.7) X 1,000,000 1 gpm = 192.5 ft3/day Specific Capacity (ft2/day) = (flow rate in ft3/day) / drawdown (ho-h in ft) Transmissivity from Specific Capacity = 33.6(Q / ho-h)0.67 in units of (ft2/day) Sand Content (ppm): _____ Specific Capacity (ft2/day): ________ Transmissivity (in ft2/day): ___________ Notes on factors affecting test data: _____________________________________________________________

__________________________________________________________________________________________

__________________________________________________________________________________________

__________________________________________________________________________________________

_________________________________________________________________________________________

Note: The turbidity must be monitored at regular intervals. If the turbidity is above 50 ntu’s the discharge water should be diverted

from Sump 89 until the turbidity is below 50 ntus, then the water can be discharged to sump 89.

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08/19/15 00 91 13-13 Addendum No. 2

ATTACHMENT NO. 2

DRAWING REPLACEMENTS – DRAWINGS G-6, GC-6, C-1, PP-1, PP-2, PP-3, PP-4, PP-5, PP-6A, PP-6B, PP-6C – 11 DRAWINGS

(TOTAL OF 11 PAGES)

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MATERIAL GROUP NUMBER

(SEE NOTE 12)

PIPE DIAMETER

GROUP

NO

PIPE (SEE NOTE 13) FITTINGS VALVES, 6" AND SMALLER (SEE NOTE 1, 11 & 16)

LIST OF SAMPLE LINES

PIPE

DESIGNATION

SAMPLE POINT

NOTES:

TYPICAL PIPE DESIGNATION:

2" UW (24)

SAME AS GROUP NO. 11.

POLYVINYL CHLORIDE, ANSI/ASTM D3034, BELL AND/OR SPIGOT.

SAME AS GROUP NO. 8.

PIPING MATERIAL SCH (SEE NOTE 4 AND GENERAL NOTE AT RIGHT)

26

27

28

LEAKAGE ALLOWANCE IS AS FOLLOWS:

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

SAME AS GROUP NO. 1

WELDED STEEL, AWWA C200, UNLINED.

CAST IRON, ASME B16.12, THREADED, DRAINAGE PATTERN.

WELDED STEEL, FABRICATED, AWWA C208, UNLINED.

CAST IRON, LUBRICATED PLUG: NORDSTROM FIG 214 OR 305.

--------

AS INDICATED ON DRAWINGS.

SAME AS GROUP NO. 2.

SAME AS GROUP NO. 1.

SAME AS GROUP NO. 3.

MALLEABLE IRON, ASME B16.3, THREADED, BANDED, GALVANIZED, 300 PSI.

WELDED STEEL, AWWA C208, FABRICATED.

CORROSION RESISTANT (HIGH SILICON CONTENT) CAST

IRON, SERVICE WEIGHT, BELL AND SPIGOT OR HUBLESS.

--------

--------

--------

CAST STEEL PLUG, DIAPHRAGM OR CHECK, 150 PSI FLANGED, PVDF OR PTFE LINED.

CAST IRON, FLANGED, LUBRICATED PLUG: NORDSTROM FIG 143.

AS INDICATED ON DRAWINGS.

--------

STAINLESS STEEL, AS INDICATED ON DRAWINGS.

--------

SAME AS GROUP NO. 11.

--------

--------

AS INDICATED ON DRAWINGS.

FLU

ID

AB

BR

EV

IA

TIO

N

FUNCTION

THIS LIST INCLUDES SOME LINES

NOT USED IN THIS PROJECT

EXPOSED PIPING

(SEE NOTE 14)

BURIED PIPING

(SEE NOTE 13)

FIELD TEST REQUIREMENTS

(SEE NOTE 3 AND NOTE 4)

TEST

MEDIUM

LEAKAGE

ALLOWANCE

(SEE NOTE 2)

PIPING MATERIALS (SEE SCH AT RIGHT)

CHLORINE GAS UNDER VACUUM

CHLORINATOR VENT AND DETECTION LINE

DEMINERALIZED WATER

ENGINE EXHAUST

CLV

CS

CV

DW

EE

16

16

16,18

14*

16

16

16,18

14

15 IN Hg

125

NOTE 8

125

125

NOTE 8

VACUUM

WATER

--

WATER

WATER

WATER

--

16

16

16,18

14

16

16

16,18

14*

(A)(E)

(A)

--

(A)

(A)

(A)

--

POLYMER - ANIONIC

POLYMER-CATIONIC

POLYMER-NONIONIC

POTABLE WATER

RECLAIMED WATER

PEA

PEC

PEN

PW

REW -- --

125

125

125

125

WATER

WATER

WATER

WATER

WATER

WATER

RW

RWL

SA

SC

SD

SDR

RAW WATER

RAINWATER LEADER

SAMPLE LINE (SEE LIST AT RIGHT)

SPARE CHEMICAL

SANITARY DRAIN AND VENT

STORM DRAIN

NOTE 7

125

125

NOTE 7

NOTE 6

WATER

--

WATER

WATER

--

WATER

--

(A)

(A)

--

8(A) 28(B) 22(C)

SUMP PUMP DISCHARGE

SANITARY SEWER

STRUCTURE UNDERDRAIN

SOA

SPD

SS

SU

(A)(D)

(A)

--

WATER

AIR

WATER

--

EWR

EWS

FC

FI

FOR

FOS

FTW

FWW

ENGINE COOLING WATER RETURN

ENGINE COOLING WATER SUPPLY

FUEL OIL RETURN

FUEL OIL SUPPLY

FILTER WASTE WASHWATER

1*

1*

--

9

9

2,16,24

--

1*

1*

8

9

9

1

1

--

9

9

--

1

1

8

9

9

125

125

125

125

NOTE 6

WATER

WATER

WATER

WATER

AIR

AIR

WATER

WATER

WATER

(A)

(A)

(A)

(A)

(A)(D)

(A)(D)

(A)

HP

LA

LO

LOX

HEATING WATER RETURN

HEATING WATER SUPPLY

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER SUPPLY

INSTRUMENT AIR

LIQUID ALUM

LUBE OIL

LIQUID OXYGEN

24

9

14*,24*

--

2

9

14*

24

9

14*,24*

--

2

9

14*

125

150

125

125

125

125

125

125

125

250

(A)

(A)

(A)

(A)

(A)

(A)

(A)(D)

(A)

(A) (D)

(A)

LPG

LS

LSP

NG

OW

OX

OZ

PA

3

9

--

14,24

15

2

3

9

8,11

14

15

--

8,12

3

--

14,24

15

2

3

8,11

14

15

--

8,12,22,28

NOTE 7

NOTE 8

NOTE 7

NOTE 7

25

250

50

NOTE 6

LIQUEFIED PETROLEUM GAS

LIME SLURRY

LANDSCAPING SPRINKLER SYSTEM

NATURAL GAS

OZONATED WATER

OXYGEN

OZONE GAS

PLANT AIR

PLANT DRAIN OR DRAIN

(A)

(A)

(A)

(A)

--

--

--

--

(A)

(A)

(A)(D)

(A)(D)

2,8(A) 12,28(B) 22(C)

AIR

--

--

AIR

WATER

DRY N2

AIR

AIR

WATER

WATER

WATER

WATER

WATER

WATER

WATER

AIR

WATER

AIR

DRY N2

WATER

WATER

WATER

VACUUM

AIR

(C)

(A)

2,11,24(A) 19(B)

(A)(E)

(A)(D)

SUC

UW

V

WLO

STRUCTURE UNDERDRAIN COLLECTOR

UTILITY WATER (NON-POTABLE WATER)

VACUUM

WASTE LUBE OIL

--

24

9

23

24

9

NOTE 6

75

125

15 IN Hg

50

4" DIA

AND

SMALLER

4" DIA

AND

SMALLER

MINIMUM

TEST

PRESSURE

PSI

6" DIA

AND

LARGER

6" DIA

AND

LARGER

4,12

16,18,24

16

4,12

--

--

16

12

8

12

16,18,24

16

12

--

12

--

16

12,21

22,28

--

--

--

--

--

23

--

12,22

23

50

125

50

NOTE 7

23

8,11,19

2

9

--

2

9

1,16,18

16

16

10

16

1,16,18

16

--

16

10

16

5,11,16,18

16

--

5,11,16,18

16

8

16

--

16

25

125

125

25

75

25

NOTE 7

300

125

AIR

WATER

WATER

AIR

WATER

WATER

--

DRY AIR

WATER

(A)(D)

(A)(D)

(A)

(A)

(A)

(A)

--

(A)(D)

(A)

CWR

CWS

CHILLED WATER RETURN

CHILLED WATER SUPPLY

1*,24* 1* 1*,24* 1*

1*,24* 1* 1*,24* 1* 125

FERRIC CHLORIDE 125

FILTER INFLUENT NOTE 6

FSP

FSW

FIRE PROTECTION SPRINKLER SYSTEM

FILTER SURFACE WASHWATER

NOTE 10

14,16,18

NOTE 10

8,14,15,16,18

NOTE 10

2,16,18

NOTE 10

2,8,15,16,18

NOTE 9

125

WATER

WATER

--

(A)

FILTER TO WASTE -- 8,11 -- 8,11 75 (A)

FW FILTERED WATER 2,8,16 16,24 8,28 25

HYDROFLUOSILICIC ACID

PLANT OVERFLOWPO 2 8 8,282 NOTE 6 WATER 2,8(A) 28(B)

PP POTASSIUM PERMANGANATE 125 (A)

2,11,16,24 8,11,16 11,16,24 8,11,16,19

2,11,16,24 8,11,16 11,16,24 1258,11,16,19,28

SL SLUDGE 11,16,18 11,16,18 11,16,18 11,12,16,18

SW SETTLED WATER -- 8,11 -- 8,11

8

16

116

8,11 8,11,19

7,35 7,35

8,11,16 8,11,16 125

12

12,22

TESTNO REQ'D

2,11,14,15,16,24 8,11,14,15,16 11,14,15,16,24

2,8,16,24(A) 28(B)

2,8,11,16,24(A) 19,28(B)

2,8,11,16,24(A) 19,28(B)

11,16,18(A) 12(B)

( * SEE NOTE 5)

29

30

31

32

33

34

35

36

CARPENTER 20 (ALLOY 20) WELDED SOCKET END FITTINGS.

CPVC, SCHEDULE 80, SOCKET AND SOLVENT WELD JOINTS.

POLYETHYLENE BALL VALVES APPROVED BY PLUMBING CODE.

SAME AS GROUP NO. 26.

--------

WETTED PARTS TO BE PVDF, CARPENTER 20, OR TEFLON.

BALL: CHEM-AIRE, GLOBE: CRANE #212P OR STOCKHAM B-62 OR B-32,

-- --

9 9

A

AA

AC

AW

B

BP

BW

CAW

CD

CL

CLS

AERATION

AQUEOUS AMMONIA

ACTIVATED CARBON

FILTER AIR WASH

BLEND

BLENDED PRODUCT

FILTER BACKWASH

CHANNEL AGITATION WATER

CHEMICAL DRAIN AND VENT

CHLORINE (GAS OR LIQUID STATE)

CHLORINE SOLUTION

15 15 -- 75

11

-- (A)

(A)15 15,18 11 125 WATER

WATER

31

MC MEMBRANE CONCENTRATE 31 NOTE 21 WATER (A)

---- WATER (A)MCCR 36

36125

MCPR 36

36

--

--

125 WATER (A)MEMBRANE CLEANING PERMEATE RETURN

MCR 36

36

--

--

125 WATER (A)MEMBRANE CLEANING RETURN

MCS 3636

----

125 WATERMEMBRANE CLEANING SUPPLY (A)

MCW 36

36

36

36

125 WATERMEMBRANE CLEANING WASTE (A)

1414

----

350 WATER (A)MF MEMBRANE FEED

----

125 WATER (A)MP MEMBRANE PERMEATE 15,3615,36

OG 18 18 15" WC AIR18 18OFF GAS (A)

WATER (A)14 --START-UP BYPASS 14 -- 75

125 WATER (A)SCV SCAVENGER SYSTEM DISCHARGE 16,36 16,36 16,36

MEMBRANE CLEANING CONCENTRATE RTRN

300,150(GR.35)

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

6,14,31 6,14,31 6,14,31 6,14,31

16,31,36 16,31,36 16,31,36 16,31,36

37

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

14,16,31,36 14,16,31,36

WATER (A)125F SODIUM SILICOFLUORIDE

125FS FERRIC SULFATE WATER (A)

WATER (A)CA CITRIC ACID

--

14,31,36 14,31,36 14,31,36 14,31,36 125

CI CORROSION INHIBITOR WATER (A)125

CTH CALCIUM THIOSULFATE 125 WATER (A)

HCL HYDROCHLORIC ACID 125 (A)WATER

HF

HL 31,36 31,36 31,36 31,36 125 (A)WATER

SI SCALE INHIBITOR 125 WATER (A)

SUB

SB SODIUM BISULFITE 14,31,36 14,31,36 14,31,36 14,31,36 125 WATER (A)

SHC SODIUM HYPOCHLORITE 125 WATER (A)

PD

PACL POLYALUMINUM CHLORIDE 125 WATER (A)

L 31,36 31,36 31,36 31,36 125 (A)WATER

6,14 6,14 6,14 6,14

CAUSTIC SODA (SODIUM HYDROXIDE)

31,33 31,33 31,33 31,33

HYDRATED LIME (DRY FORM)

HYDROGEN PEROXIDE (30%-50%) 37

QUICK LIME (DRY FORM)

-- --

16,31,36 16,31,36

16,36

16,31,36 16,31,36

SULFURIC ACID (93%-98%)

HASTELLOY-C, ASTM B619, SCH. 40. HASTELLOY-C, SOCKET WELDED FITTINGS, SCH. 40. HASTELLOY-C, SOCKET OR FLANGED ENDS.

37

SAME AS GROUP 14, EXCEPT TYPE 316L.

SAME AS GROUP 14, EXCEPT TYPE 316L. SAME AS GROUP 14, EXCEPT USE TYPE 316L FOR WELDED END VALVES.

USE MANHOLES.

STEEL, ASME B16.5, 150 PSI FLANGED, PVDF OR PTFE LINED.

FOR PIPE LINING AND COATING, SEE SPECIFICATIONS.

FOR VALVE ENDS, SEE SPECIFICATIONS.

SIMILAR TO GROUP NO. 16 EXCEPT SCH. 40.

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

16,31,36 16,31,36 16,31,36 16,31,36

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

31,36 31,36 31,36 31,36

31,36 31,36 31,36 31,36

31,36,NOTE1531,36,NOTE15 31,36,NOTE15 31,36,NOTE15

2, 16(NOTE20) 2,16(NOTE20)

14,16,31,36 14,16,31,36 14,16,31,36 14,16,31,36

31,34 31,34

25

24

23

21

22

CARPENTER 20 (ALLOY 20), ASTM B472.

CHLORINATED POLYVINYL CHLORIDE (CPVC) SCH. 80,

ASTM DI 784 - CLASS 23447-B.

CHEM-AIRE, SOLVENT WELDED JOINTS WHERE AVAILABLE OTHERWISE JOIN

WITH BRONZE SOCKET UNION TO MALLEABLE IRON, ASME B16.3, THREADED,

BANDED, GALVANIZED, 300 PSI.

HIGH DENSITY POLYETHYLENE (HDPE) ASTM F714 IPS

SDR AS SPECIFIED.

HDPE THERMAL BUTT-FUSED FLANGE CONNECTIONS AT ALL VALVES AND

TRANSITIONS.

SAME AS GROUP NO. 11, GLASS-LINED OR STEEL, ASME B16.9, SCH. 40,

GROOVED WITH MECH CPLG, GLASS-LINED.

SAME AS GROUP NO. 11, GLASS-LINED OR STEEL

ASTM A53, SCH. 40, GLASS-LINED.

POLYETHYLENE PIPE AND TUBING, ASTM D2513, SDR

FOR YARD PIPING PER PLUMBING CODE.

HEAT FUSION FITTINGS, PE 3406, PE 2306, PE 2406, OR PE 3406 COMPRESSION

TYPE OR OTHER APPROVED JOINTS PER PLUMBING CODE.

CONCRETE PRESSURE PIPE, AWWA C303, CLASS - SEE

DRAWINGS (TYPICAL SERVICE - PRESSURE PIPELINES)

POLYVINYL CHLORIDE GRAVITY SEWER PIPE,

ASTM D3034, BELL AND SPIGOT.

SAME AS GROUP NO. 11 (TYPICAL SERVICE - SLUDGE

AND SEWAGE LINES).

STEEL, ASTM A106 OR A53, SCH 40, SEAMLESS, BLACK,

PVDF OR PTFE LINED.

REINFORCED CONCRETE, ASTM C76, O-RING BELL AND

SPIGOT JOINTS.

VITRIFIED CLAY, ASTM C700, EXTRA STRENGTH,

FLEXIBLE COMPRESSION JOINTS FOR BELL AND

SPIGOT PIPE OR PLAIN END WITH MECHANICAL

COMPRESSION JOINTS.

VITRIFIED CLAY, ASTM C700, FLEXIBLE JOINTS FOR BELL AND SPIGOT PIPE OR

PLAIN END WITH MECH COMPRESSION JOINTS.

VITRIFIED CLAY, PERFORATED, ASTM C 700, EXTRA

STRENGTH, FLEXIBLE COMPRESSION JOINTS FOR BELL

AND SPIGOT PIPE OR PLAIN END WITH MECHANICAL

COMPRESSION JOINTS.

VITRIFIED CLAY, ASTM C700, FLEXIBLE JOINTS FOR BELL AND SPIGOT PIPE OR

PLAIN END WITH MECH COMPRESSION JOINTS.

DUCTILE IRON FITTINGS, 150 PSI, FOR POLYVINYL CHLORIDE PIPE, AWWA C110

CEMENT MORTAR LINED, AWWA C104.

POLYVINYL CHLORIDE PRESSURE PIPE AWWA C900

(4"-12") OR AWWA C905 (14"-48") WITH BELL AND

SPIGOT JOINTS.

FIBERGLASS REINFORCED PLASTIC, ASTM D2996,

FILAMENT-WOUND, SOCKET AND SPIGOT ENDS,

ADHESIVE BONDED.

FIBERGLASS REINFORCED PLASTIC, FILAMENT-WOUND, SOCKET ENDS, ADHESIVE

BONDED, OR FIBERGLASS FLGD.

POLYPROPYLENE, ASTM D4101, SCHEDULE 40, WITH

HEAT FUSED JOINTS.

POLYVINYL CHLORIDE, SCHEDULE 80, NORMAL IMPACT.

ASTM D1785. (SEE NOTE 18).

POLYVINYL CHLORIDE, SCH 80, NORMAL IMPACT, SOCKET SOLVENT WELD JOINTS,

ASTM D2467. SOLVENT SHALL BE COMPATIBLE WITH FLUID SERVICE.

STAINLESS STEEL, TYPE 316, ASTM A312,

SCHEDULE 10S.

STAINLESS STEEL, TYPE 316 WELDED SLIP-ON FLG ASME B16.3, OR SOCKET

WELDED FITTINGS SCHEDULE 40S, (NO SCREWED JOINTS ALLOWED).

STAINLESS STEEL, TYPE 316, ASTM A312,

SCHEDULE 40S.

STAINLESS STEEL, TYPE 316, SCREWED, WELDED SLIP-ON FLANGE ASME B16.3, OR

SOCKET WELDED FITTINGS SCHEDULE 40S, (SCREWED JTS NOT ALLOWED FOR

OZ, OX, LOX SERVICE).

CORROSION RESISTANT (HIGH SILICON CONTENT) CAST IRON, SERVICE WEIGHT,

BELL AND SPIGOT OR HUBLESS.

CAST IRON SOIL, ANSI/ASTM A-74, SERVICE WEIGHT,

BELL AND SPIGOT OR HUBLESS. AT THE OPTION OF

THE CONTRACTOR, DUCTILE IRON (GROUP NO. 11)

MAY BE SUBSTITUTED.

CAST IRON SOIL, ANSI/ASTM A-74, SERVICE WEIGHT, BELL AND SPIGOT OR

HUBLESS. AT THE OPTION OF THE CONTRACTOR, DUCTILE IRON (GROUP NO 11)

MAY BE SUBSTITUTED.

DUCTILE IRON AWWA C110 AND MODIFIED PER SECTION 02565, BELL AND SPIGOT

JOINTS (RESTRAINT OR NON-RESTRAINT), MECH CPLNG, FLGD OR MECH JTS,

250 PSI ,(PRESS. RATING) 12" AND SMALLER, 150 PSI, (PRESS. RATING) 14" AND

LARGER, WITH 125 PSI ASME B16.1 FLANGES. FOR HIGHER PRESS. RATING,

REFER TO MFTR CATALOG.

2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, BLACK,

150 PSI OR STEEL, ASME B16.9, BUTT-WELDED. 3" AND LARGER, CAST IRON,

ASME B16.1, 125 PSI FLANGED OR MECHANICAL COUPLING.

2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, GALVANIZED

150 PSI. 3" AND LARGER, CAST IRON, ASME B16.1, 125 PSI FLANGED OR

MECHANICAL COUPLING.

STEEL, ASTM A106 OR A53, SCH 80, SEAMLESS,

BLACK.

STEEL, ASME B16.9, BUTT-WELDED. CAST IRON, ASME B16.1, 125 PSI, FLANGED

FORGED STEEL, SOCKET WELDED, ASME B16.11, 2000 PSI OR STEEL, ASME B16.5,

150 PSI FLANGED.

WELDED STEEL PIPE (AWWA C200 AND MODIFIED

PER SECTION 02570).

2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, BLACK,

150 PSI. 3" AND LARGER, STEEL, ASME B16.9, BUTT-WELDED.

1-1/4" AND SMALLER, FORGED STEEL, ASME B16.11, THREADED OR SOCKET

WELDED, BLACK, 3000 PSI, WITH FLANGED AMMONIA UNIONS. 1-1/2" AND LARGER,

STEEL, ASME B16.9, BUTT-WELDED OR FLANGED, SCEHDULE 80.

STEEL, ASTM A106, OR A53, SCH 40, SEAMLESS,

BLACK.

FORGED STEEL, ASME B16.11, SOCKET WELDED OR THREADED, BLACK, 2000 PSI,

OR STEEL, ASME B16.9, BUTT-WELDED, SCH 80.

FLUID ABBREVIATION

CARPENTER 20 (ALLOY 20) VALVES, VALVES 2-1/2" AND SMALLER SHALL

HAVE FLANGED ENDS.

CHECK: CRANE #27 OR STOCKHAM B-322.

AS SPECIFIED AND INDICATED ON DRAWINGS.

ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK PEC, CAST IRON OR

MILLIKEN 601. SWING TYPE CHECK: CRANE #383 OR POWELL FIG 559. BALL:

PRATT OR APCO-WILLAMETTE.

PLASTIC LINED, FLANGED. FLANGES TO MATCH 150 PSI ASME B16.5 DIMENSIONS,

OR AS INDICATED ON DRAWINGS.

POLYPROPYLENE, SCH 40, DRAINAGE TYPE WITH HEAT FUSED SOCKET JTS.

POLYVINYL CHLORIDE, BALL, DIAPHRAGM, BUTTERFLY, OR LIFT CHECK:

NIBCO/CHEMTROL, MCCANNA-MARPAC, OR GEORGE FISCHER SLOANE.

STAINLESS STEEL, BALL, FLANGED: CONTROMATICS SERIES 2801 OR JAMESBURY

SERIES 7150. CHECK: LADISH 5275 OR CRANE FIG 377 OR AS SHOWN ON

DRAWINGS.

SEE SPECIFICATIONS.

SEMI-PLUG AND YOKE TYPE OR BALL FOR CHLORINE SERVICE, FORGED CARBON

STEEL.

ECCENTRIC PLUG: DEZURIK PEC, CAST IRON, OR MILLIKEN 603E. CHECK: CRANE

336E OR MILWAUKEE #544. BALL: JAMESBURY FIG 351 OR WATTS #B-6080.

BRONZE THREADED, GLOBE: CRANE #212P OR STOCKHAM B-62 OR B-32T. BALL:

JAMESBURY FIG 351 OR WATTS #B-6080. CHECK: CRANE #27TF OR STOCKHAM

B-322T.

2 1/2" AND SMALLER, ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK PEC,

CAST IRON, OR MILLIKEN 603E. BALL: JAMESBURY FIG 351 OR WATTS #B-6080.

3" AND LARGER, ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK PEC,

CAST IRON, OR MILLIKEN 601. GATE: AWWA C500. BUTTERFLY: AWWA, FLANGED.

BRONZE, THREADED, GATE: CRANE 428 UB OR STOCKHAM B-105. GLOBE: STOCKHAM

B-37. CHECK: CRANE 37 OR STOCKHAM B-319Y. IRON PLUG VALVE: NORDSTROM

FIG 142 OR 143. ECCENTRIC PLUG: DEZURIK PEC, CAST IRON OR MILLIKEN 603E.

BALL: JAMESBURY FIG 351 OR WATTS #B-6080. LUBRICATED PLUG VALVE (FOR

CONDENSATE ONLY): NORDSTROM FIG 114 OR 115.

ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE

LISTED ON THIS SHEET FOR A GIVEN FLUID SERVICE,

CONTRACTOR SHALL PROVIDE ONLY THE PIPE MATERIAL

GROUP SHOWN ON THE DRAWINGS AND SPECIFIED FOR

THAT FLUID SERVICE.

PROPRIETARY NAMES HAVE BEEN QUOTED FOR

IDENTIFICATION PURPOSES ONLY. SUBSTITUTIONS

WILL BE PERMITTED SUBJECT TO PROVISIONS OF THE

SPECIFICATIONS.

(A)

(B)

(C)

(D)

(E)

PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE.

PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE

FOR UNBURIED PIPE AND NOT MORE THAN 0.02

GALLON PER HOUR PER INCH DIAMETER PER

100 FEET OF BURIED PIPE.

PIPES SO DESIGNATED SHALL NOT SHOW A LEAKAGE

OF MORE THAN 0.15 GALLON PER HOUR PER INCH

OF DIAMETER PER 100 FEET OF PIPE

PIPES SO DESIGNATED SHALL NOT SHOW A LOSS

OF PRESSURE OF MORE THAN 5 PERCENT

PIPE SO DESIGNATED SHALL NOT SHOW A LOSS

OF VACUUM OF MORE THAN 4 INCHES MERCURY

COLUMN

FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST

REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS.

NO SUBSTITUTIONS UNLESS ACCEPTED BY THE

ENGINEER PER THE SPECIFICATIONS.

PIPING GROUP NUMBER SHOWN THUS * SHALL BE

INSULATED. SEE PIPING SECTION OF SPECIFICATIONS

FOR INSULATING MATERIALS.

STATIC WATER TEST WITH SURFACE 5 FEET ABOVE

HIGH POINT OF PIPE.

INSPECTION AND TESTING SHALL BE IN ACCORDANCE

WITH APPLICABLE PLUMBING CODE.

NO APPARENT LEAKS UNDER NORMAL OPERATING

CONDITIONS.

INSPECTION AND TESTING SHALL BE IN ACCORDANCE

WITH APPLICABLE NATIONAL FIRE PROTECTION

ASSOCIATION STANDARDS.

PIPING MATERIALS SHALL BE IN ACCORDANCE WITH

NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS.

FOR VALVES 8" AND LARGER SEE VALVE

SCH FOR SPECIAL VALVES SEE SPECIFICATIONS.

CHANGE IN PIPING MATERIAL GROUP NUMBER IS

INDICATED THUS:

FOR FIRST STAGE MEMBRANE CONCENTRATE TEST

PRESSURE AT 250 PSI, FOR ALL OTHER LINES, 150 PSI.

PROVIDE DOUBLE CONTAINMENT FOR ALL CHEMICAL PIPING

PER CODE REQUREMENTS.

FOR OUTDOOR EXPOSED PIPING, GROUP NO. 36 IS HIGHLY

RECOMMENDED.

ALL RECLAIMED WATER PIPING SHALL BE COLOR CODED

PURPLE OR AS REQUIRED BY LOCAL CODE.

FOR SHORT PIPE RUNS, LIME SLURRY PIPING MATERIAL SHALL

BE NON-ABRASIVE FLEXIBLE RUBBER HOSE AND QUICK

CONNECT COUPLINGS WITH GROUP NO 1 AT EQUIPMENT.

EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE

WITH SPECIFICATIONS. COLORS TO BE SELECTED BY

ENGINEER.

DUCTILE IRON, ANSI A21.51, (AWWA C151 AND MODIFIED

PER SECTION 400519), ENDS BELL AND SPIGOT, MECH.

JOINTS OR 125 PSI FLGD. (TYPICAL SERVICE -

WATER LINES).

LEAD FREE COPPER, ASTM B88, TYPE K, SOFT TEMPERED

WHERE BURIED, HARD TEMPERED WHERE EXPOSED.

LEAD FREE WROUGHT COPPER OR CAST BRONZE, ASME B16.22, SILVER SOLDER JOINT,

150 PSI, OR COMPRESSION FITTINGS.

(FOR COMPRESSED AIR PIPING USE 95-5 TIN-ANTIMONY SOLDER)

BRONZE, SILVER SOLDER JOINT, GLOBE: CRANE #1310 OR STOCKHAM B-14T.

CHECK: CRANE #1342 OR 36, OR STOCKHAM B-309Y OR B-345. GATE: CRANE #426 OR

STOCKHAM B-104 OR B-105.

13,17 13,17 13,17 13,17

HWR

HWS

IA

DHWR

DHWS

1*, 24*

1*, 24*

1*, 24*

1*, 24* 1*, 11*

1*, 11*

1*, 11*

1*, 11* 1*, 24*

1*, 24*

1*, 24*

1*, 24*

1*, 11*

1*, 11*

1*, 11*

1*, 11*

14, 15

14, 15

2, 16 16, 26 2, 16 16, 26

STEEL, ASTM A53, SCH 40, BLACK WELDED.

STEEL, ASTM A53, SCH 40, BLACK WELDED, GALVANIZED

POLYVINYL CHLORIDE, CORRUGATED,

GRAVITY SEWER PIPE, ASTM F794, F949, BELL AND

SPIGOT, PERFORATED (FOR STRUCTURE UNDERDRAIN),

NON-PERFORATED (FOR STRUCTURE UNDERDRAIN

COLLECTOR).

PVDF ASTM D3222, PRESSURE RATING ANSI SCHEDULE 80.

ABS THERMOPLASTIC, "CHEM-AIRE" OR APPROVED

EQUAL, ASTM D3965.

POLYVINYL CHLORIDE, BELL AND/OR SPIGOT.

POLYVINYLIDENE FLUORIDE (PVDF), ASTM D3222, PRESS.

RATING - ANSI SCHEDULE 80.

NOTE 12

NOTE 11

NOTE 13

NOTE 14

NOTE 15

NOTE 17

NOTE 16

NOTE 18

NOTE 19

NOTE 21

NOTE 20

GENERAL NOTE

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 7

NOTE 8

NOTE 9

NOTE 6

NOTE 5

NOTE 10

WRF

SSE

SIDE STREAM EFFLUENT -- 31 -- 11,31,38 (A)125 WATER

(A)125 WATER-- -- -- 11,31,38

WATER RECLAMATION FACILITY

38

FUSIBLE POLYVINYL CHLORIDE PRESSURE PIPE AWWA

C-900/C-905 PURPLE.

DUCTILE IRON FITTINGS, 150 PSI, FOR POLYVINYL CHLORIDE PIPE, AWWA C110

CEMENT MORTAR LINED, AWWA C104.

SAME AS GROUP NO. 11.

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

SPA1A_G-6.DWG

10503541

4289

###

GENERAL

PIPE SCHEDULE

21

7

G-6

1

7-22

2015

REVISED PER

ADDENDUM NO. 1

2

8-15

2015

REVISED PER

ADDENDUM NO. 2

1

1

2

2

COPY

PP-1 PP-2 PP-3

PP-4

PP

-5

LA

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NA

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RE

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SRWTP

CO

SU

MN

ES

R

IV

ER

B

LV

D (U

ND

ER

CO

NS

TR

UC

TIO

N)

D

E

L

T

A

S

H

O

R

E

S

C

IR

C

L

E

S

O

U

T

H

(

U

N

D

E

R

C

O

N

S

T

R

U

C

T

IO

N

)

PP-6A

PP-6B

PP-6B

PP

-6C

PP-6A

G2702

M. MASSARO

A. GANDHI

D. BREG

J. ATKINSON

SPA1A_GC-6.DWG

10503541

4289

###

GENERAL CIVIL

KEY MAP

21

12

GC-6

00

1" = 500'

HDD LAYDOWN AREA AND PIPE STRINGING AREA

SEE GC-1 FOR CIVIL GENERAL NOTES, UTILITIES

SPECIAL INSTRUCTIONS, SMUD NOTE 5

REGARDING CONSTRUCTION EQUIPMENT WHICH

CROSSES ABOVE SMUD'S GAS PIPELINE.

HDD LAYDOWN AREA

1

1

08-11-

2015

REVISED PER

ADDENDUM NO. 2COPY

00 750' 1500'

H: 1" = 750'

EXIT PIT AND PIPE

STRINGING AREA

I-5

24TH

STREET

CONTRACTOR TO ENTER/EXIT

NORTH AREA VIA SRCSD ACCESS

FROM CRB AND USE PIPE

STRINGING ZONE

ENTRY PIT

STAGING AREA

FLOW EQUALIZATION, SITE

PREPARATION, AND SPA

PIPELINE CONTRACTORS

USE SIMS ROAD GATE

PLAN INGRESS/EGRESS

LAGUNA STATION RD

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

SPA1A_C1.DWG

10503541

4289

###

CIVIL

CONTRACTOR ACCESS

PLAN AND HDD LAY DOWN

AREAS

21

13

C-1

DELTA SHORES

CIRCLE SOUTH

U

P

R

R

DWIGHT RD

CONSUMNES RIVER

BLVD EXTENSION

ES

B-D

R

D

SIMS ROAD

SIMS ROAD

SIM

S R

OA

D

SIMS ROAD

DWIGHT RD

SIM

S R

OA

D

TE

MP

S

IM

S

TEMP SIMS

SS

BI R

OA

D

ECHO

TEMP

ECHO

LAYDOWN AND PIPE STRINING AREA:

SEE GC-1 FOR CIVIL GENERAL NOTES,

UTILITIES SPECIAL INSTRUCTIONS,

SMUD NOTE 5 REGARDING

CONSTRUCTION EQUIPMENT WHICH

CROSSES ABOVE SMUD'S GAS

PIPELINE.

REGIONAL SAN ACCESS ROAD

NOTE

SEE ECHOWATER SITE PREP CONTRACT DRAWINGS

GC001 AND GC002 FOR ACCESS ROAD SEQUENCING

AND TIMING IN SPECIFICATIONS APPENDIX.

1.

1

1

07-22-

2015

REVISED PER

ADDENDUM 1.19

ENLARGED PLAN

NTS

2

08-11-

2015

REVISED PER

ADDENDUM NO. 2

2

50'-0"

COPY

10' M

IN

C

LE

AR

-60

-50

-40

-30

-20

-10

0

10

20

30

40

-60

-50

-40

-30

-20

-10

0

10

20

30

40

1

0

°

18" WRF BY OTHERS (PVC)

EX

12" S

DO

EX

12" S

DO

EX

12" S

DO

EX

15" P

W

EX

12" C

LS

EX

12" C

LS

EX

24" E

WS

EX

18" R

W

EX

24" E

LE

C(U

G)

EX

24" E

LE

C(U

G)

EX

24" E

LE

C(U

G)

EX

24" S

IN

GLE

D

B

EX

12" O

HP

40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00

IN

V E

L 2.62

EX GROUND

SURFACE

EC

S

TA

48+

66.45

IN

V E

L -53.63

BV

C S

TA

45+

53.88

ST

A 41+

59.65

N48 - FMT 0023A

N48 - FMT 0022A

EX

36" S

N

N48 - FMT 0022A

EX

96" S

S

EX

R

EW

EX

24" E

LE

C(U

G)

LIMIT OF HORIZONTAL

DIRECTIONAL DRILL (HDD)

STA 43+90.00

SURFACE FOR

FUTURE FEQ BASIN

BY OTHERS

MITER AND WELD HDPE

FITTING IN FIELD BETWEEN

HDD AND TRENCH SECTION

(TYP)

MIN RADIUS 1800'

CONNECTION TO SITE

PREPARATION CONTRACT

REMOVE BF CONNECT TO

18" BUTTEFLY VALVE,(98

WRF 10), SEE DRAWINGS

00CU114 AND 00CU247 IN

SPECIFICATIONS APPENDIX

RW

RW

RW

SD

OS

DO

SD

O

SD

OS

DO

SD

O

SD

OS

DO

SD

O

PW

PW

CLS

CLS

OH

PO

HP

OH

P

SS

SS

SS

E

EE

ELE

C(U

G)

ELE

C(U

G)

ELE

C(U

G)

ELE

C(U

G)

ELE

C(U

G)

CLS

CLS

RW

RW

RW

RW

RW

EW

S

ELE

C(U

G)

ELE

C(U

G)

ELE

C(U

G)

DB

DB

SN SN SN SN SN

FE

FE

D

D

D

MIN

20' C

-C

44+00

45+00

46+00

47+00

48+00

49+00

50+00

40+00 41+00 42+00 43+00 44+00

45+00

46+00

47+00

48+00

49+00

50+00

N 1926794.22

E 6712346.47

P/L

P/L

P/L

P/L

P/L

119-0090-003

119-0100-008

N 1927094.22

E 6712346.47

N 1926794.22

E 6712246.47

EX MH

STA 43+74.06

N 1927001.30

E 6712316.47

90° BEND

STA 43+22.42

N 1927001.30

E 6712264.83

90° BEND

N 1927024.57

E 6712316.47

N 1927093.53

E 6712245.79

N 1927024.38

E 6712296.61

LAYDOWN AREA

LIMIT OF HORIZONTAL

DIRECTIONAL DRILL (HDD)

STA 43+90.00

START OF HDD

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

10503541

4289

####

CIVIL

PLAN AND PROFILE

STA 43+17 TO STA 50+00

21

14

PP-1

PROFILE

00 40' 80'

H: 1" = 40'

00 10' 20'

V: 1" = 10'

HORIZONTAL DIRECTIONAL DRILL

MIN

18"

GENERAL SHEET NOTES

SEE DRAWING PP-6A THROUGH PP-6C FOR PROFILE OF

SSE PIPELINE.

PROTECT EXISTING UTILITIES IN PLACE.

1.

2.

IN

V E

L -53.63

24" WRF (31) OR 18" WRF (38)

24" WRF (31) OR 18" W

RF (38)

12" SSE (31) OR 10" SSE (38)

MA

TC

HLIN

E S

TA

50+

00 S

EE

S

HE

ET

P

P-2

PLAN

STA 43+17.42

N 1926996.30

E 6712264.83

CONTRACTOR SHALL

INSTALL NEW 10" SSE PIPE

WITH 10"x8" REDUCER AND

8" BF AT STA 43+17.42

12" S

SE

GC-4

1

GC-4

2

1

07-22-

2015

REVISED PER

ADDENDUM 1.18

2

08-11-

2015

REVISED PER

ADDENDUM NO 2

1

2

24" WRF (31) OR 18" WRF (38)

COPY

-60

-50

-40

-30

-20

-10

0

10

20

30

-60

-50

-40

-30

-20

-10

0

10

20

30

36" Ø BORE

EX

18" U

D

EX

24" E

WS

IN

V E

L -53.63

IN

V E

L -53.63

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

EX GROUND

SURFACE

EX

18" U

D

EX

18" U

D

SURFACE FOR FUTURE FEQ BASIN

BY OTHERS

DD

D

E

W

S

E

W

S

D

D

D

D

D

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+00

60+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+00

60+00

119-0090-003

MIN

20' C

/C

SOUTH LEVEE

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

10503541

4289

####

CIVIL

PLAN AND PROFILE

STA 50+00 TO STA 60+00

21

15

PP-2

PROFILE

LAGUNA CREEK

00 40' 80'

H: 1" = 40'

00 10' 20'

V: 1" = 10'

HORIZONTAL DIRECTIONAL DRILL

SOUTH LEVEE

24" WRF (31) OR 18" WRF (38)

1.

GENERAL SHEET NOTES

SEE DRAWING PP-6A THROUGH PP-6C FOR PROFILE OF

SSE PIPELINE.

1.

N48 - FMT 0022A

24" WRF (31) OR 18" WRF (38)

12" SSE (31) OR 10" SSE (38)

MA

TC

HLIN

E S

TA

60+

00 S

EE

S

HE

ET

P

P-3

PLAN

MA

TC

HLIN

E S

TA

50+

00 S

EE

S

HE

ET

P

P-1

GC-4

1

1

1

08-11-

2015

REVISED PER

ADDENDUM NO. 2COPY

LAGUNA CREEK

-60

-50

-40

-30

-20

-10

0

10

20

-60

-50

-40

-30

-20

-10

0

10

20

36" Ø BORE

IN

V E

L -53.63

IN

V E

L -53.63

60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00

EX GROUND

SURFACE

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

LA

GU

NN

A C

RE

EK

119-0090-003

MIN

20' C

/C

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

10503541

4289

####

CIVIL

PLAN AND PROFILE

STA 60+00 TO 70+00

21

16

PP-3

PLAN

PROFILE

00 40' 80'

H: 1" = 40'

00 10' 20'

V: 1" = 10'

HORIZONTAL DIRECTIONAL DRILL

24" WRF (31) OR 18" WRF (38)

GENERAL SHEET NOTES

SEE DRAWING PP-6A THROUGH PP-6C FOR PROFILE OF

SSE PIPELINE.

1.

N48 - FMT 0022A

12" SSE (31) OR 10" SSE (38)

24" WRF (31) OR 18" WRF (38)

MA

TC

HLIN

E S

TA

70+

00 S

EE

S

HE

ET

P

P-4

MA

TC

HLIN

E S

TA

60+

00 S

EE

S

HE

ET

P

P-2

GC-4

1

1

1

08-11-

2015

REVISED PER

ADDENDUM NO. 2COPY

50.86'

300' MIN

48" M

IN

C

OV

ER

-60

-50

-40

-30

-20

-10

0

10

20

30

-60

-50

-40

-30

-20

-10

0

10

20

30

IN

V E

L -0.02

IN

V E

L -0.75

IN

V E

L -53.63

70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00

EX

20" S

MU

D G

AS

RESTRAINED JOINT PIPE

ST

A 76+

10.10

EX GROUND

SURFACE

TO

E O

F LE

VE

E

OPENCUT

CONSTRUCTION

W.S (VARIES)

ST

A 71+

51.70 E

C

ST

A 77+

07.94

18" B

UT

TE

RF

LY

V

ALV

E

N48 - 98 W

RF

126

ST

A 76+

76.05

AIR

V

ALV

E

N48 - C

AV

980085

ST

A 77+

10.06

90° BEND (HORZ)

BV

C S

TA

74+

64.27

N48 - JN

T 0021A

LIMIT OF HORIZONTAL

DIRECTIONAL DRILL

STA 76+10.10

MIN RADIUS 1800'

MITER AND WELD

HDPE FITTING IN

FIELD BETWEEN

HDD AND TRENCH

SECTION (TYP)

EX

54" S

DR

EX

15" S

S

EX

15" D

RA

IN

1

0

°

IN

V E

L -53.63

G

G

G

G

G

SS

S

S

SS

S

D

R

S

D

R

SD

R

SD

R

D

D

D

MIN 6'-8" C/C

MO

RR

IS

ON

C

RE

EK

END OF HDD

OWNER: REGIONAL SAN

54" S

D

15" S

S

20" S

MU

D G

AS

70+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+

00

79+

00

80+

00

70+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+

00

79+

00

P/L

P/L

P/L

P

/

L

P

/

L

P/L

P/L

P/L

P/L

P/L

P/L

P

/L

P

/

L

119-0090-014

119-0090-007

EX RELIEF WELL

EX RELIEF WELL

APPROX. LOCATION

EX 15" COLLECTOR

DRAIN

70'-2 3/8"

70'-2 1/8"

20'

MATERIAL CHANGE

FROM HDPE TO DI FOR

18" WRF N48 - JNT0021A

STA 77+24.08

N 1930350.27

E 6712233.02

90° BEND

MH-PMN 98Q

STA 76+83.54

N 1930309.74

E 6712233.92

SEWAGE ARV

MH RIM EL 7.5'

CAV 980084

STA 76+18.45

N 1930244.67

E 6712235.67

N 1930204.83

E 6712009.84

N 1930494.83

E 6712009.84

STA 77+10.06

N 1930343.59

E 6712213.18

90° BEND

STA 77+07.94

N 1930341.46

E 6712213.18

18" BUTTERFLY VALVE

N48-98 WRF 126

STA 76+76.05

N 1930309.59

E 6712214.18

AIR VALVE

N48-CAV 980085

GUARD POST

(TYP OF 6)

STA 77+22.11

N 1930348.30

E 6712233.06

10" GATE VALVE

98 SSE 10

HDPE DI

290'x300' HDD LAYDOWN AREA

NORTH LEVEE

N 1930494.83

E 6712309.84

N 1930204.83

E 6712309.84

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

10503541

4289

####

CIVIL

PLAN AND PROFILE

STA 70+00 TO STA 80+00

21

17

PP-4

PROFILE

MA

TC

HLIN

E S

TA

70+

00 S

EE

S

HE

ET

P

P-3

MORRISON CREEK

00 40' 80'

H: 1" = 40'

00 10' 20'

V: 1" = 10'

HORIZONTAL DIRECTIONAL DRILL

GC-4

1

NORTH LEVEE

MATCHLINE STA 80+00 SEE SHEET PP-5

24" WRF (31) OR 18" WRF (38)

18" WRF (11) OR 18" WRF (38)

GC-4

3

GC-4

4

GC-3

W-802

GC-2

W-303

GC-2

W-303

GC-2

W-304

GC-2

W-304

GENERAL SHEET NOTES

SEE DRAWING PP-6A THROUGH PP-6C FOR PROFILE OF

SSE PIPELINE.

1.

C-114

N48 - FMT 0022A

N48 - FMT 0021A

PP-4

1

12" S

SE

(31) O

R 10" S

SE

(38)

18" W

RF

(11) O

R 18" W

RF

(38)

24" WRF (31) OR 18" WRF (38)

12" SSE (31) OR 10" SSE (38)

PLAN

N48 - F

MT

0021A

ENLARGED PLAN

SCALE:1" = 10'-0"PP-4

1

3' T

YP

6'

3' T

YP

3' TYP

1

08-11-

2015

REVISED PER

ADDENDUM NO. 2

1

PIPE STRINGING AREA

6'

18" WRF (11) OR 18" WRF (38)

12" SSE (31) OR 10" SSE (38)

COPY

OWNER: REGIONAL SAN

81+00 82+00 83+00 84+00 85+00 86+00 87+00

88+

00

89+

00

90+

00

80+00 81+00 82+00 83+00 84+00 85+00 86+00

87+

00

88+

00

89+

00

OWNER: DELTA SHORES WETLANDS, LLC

P/L

P

/

L

P

/

L

P

/

L

P

/L

P

/L

P

/L

P

/

L

P

/

L

P

/

L

P

/

L

P

/

L

P

/

L

P

/

L

P

/

L

053-0180-007

119-0090-014

119-0090-012

053-0180-007

STA 86+93.84

N 1930343.04

E 6711229.40

18" BUTTERFLY VALVE

N48 - 98 WRF 127

STA 87+23.60

N 1930349.72

E 6711233.49

90° BEND (NORTH) FUTURE

SSE PHASE 1B

STA 86+96.42

N 1930343.04

E 6711226.83

18"X18" TEE, 2-18"BF (SOUTH AND NORTH)

N48 - TEE 0020A

FUTURE LATERAL CONNECTION

AND WRF PHASE 1B

48" M

IN

C

OV

ER

-30

-20

-10

0

10

20

30

40

-30

-20

-10

0

10

20

30

40

EX GROUND

SURFACE

IN

V E

L -0.02

ST

A 86+

96.42

18"X

18" T

EE

N48 - T

EE

0020A

2-18" B

F

80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00

ST

A 86+

93.84

BU

TT

ER

FLY

V

ALV

E

N48 - 98 W

RF

127

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

10503541

4289

####

CIVIL

PLAN AND PROFILE

STA 80+00 TO STA 90+00

21

18

PP-5

PLAN

PROFILE

MA

TC

HLIN

E S

TA

80+

00 S

EE

S

HE

ET

P

P-4

00 40' 80'

H: 1" = 40'

00 10' 20'

V: 1" = 10'

ST

A 80+

36

RESTRAINED JOINT PIPE

18" WRF (11) OR 18" WRF(38)

GENERAL SHEET NOTES

SEE DRAWING PP-6B AND PP-6C FOR PROFILE OF SSE PIPELINE.1.

GC-4

3

GC-2

W-304

GC-2

W-303

RESTRAINED JOINT PIPE

ST

A 82+

68

ST

A 80+

36

RESTRAINED JOINT PIPE

FU

TU

RE

P

IP

E

12" SSE (31) OR 10" SSE (38)

18" WRF (11) OR 18" WRF (38)

N48 - FMT 0021A

1

08-11-

2015

REVISED PER

ADDENDUM NO. 2

1

COPY

-60

-50

-40

-30

-20

-10

0

10

20

30

-60

-50

-40

-30

-20

-10

0

10

20

30

53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00

19" Ø BORE

IN

V E

L -52.83

IN

V E

L -52.83

EX GROUND

SURFACE

LE

VE

E T

OE

SURFACE FOR

FUTURE FEQ BASIN

(BY OTHERS)

EX

24" E

WS

EX

18" U

D

-60

-50

-40

-30

-20

-10

0

10

20

30

-60

-50

-40

-30

-20

-10

0

10

20

30

43+17 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00

19" Ø BORE

10' M

IN

C

LE

AR

IN

V E

L 0.17

EC

S

TA

. 49+

15.16

IN

V E

L -52.83

ST

A 43+

74.06

90° BEND

ST

A 43+

22.42

90° BEND

ST

A 43+

44.23

45° BEND

EX

12" S

DO

EX

12" C

LS

EX

12" C

LS

EX

12" S

DO

EX

24" E

WS

EX

18" R

W

EX

12" O

HP

EX

24" S

IN

GLE

D

B

EX

18" U

D

EX GROUND

SURFACE

ST

A 43+

17.42

FU

TU

RE

8" ID

P

IP

E (B

Y O

TH

ER

S)

CO

NT

RA

CT

OR

S

HA

LL IN

ST

ALL N

EW

12.75" O

D S

SE

P

IP

E W

IT

H 1

0" ID

x8" ID

(11)

RE

DU

CE

R A

ND

8" B

F IN

V E

L 6.66

1

0

°

BV

C S

TA

. 44+

81.04

EX

36" S

N EX

96" S

S

EX

M

H

EX

84" F

E

EX

12" S

DO

EX

24" E

LE

C(U

G)

PROPOSED

SURFACE FOR

FUTURE FEQ BASIN

(BY OTHERS)

LIMIT OF

HORIZONTAL

DIRECTIONAL

DRILL (HDD)

STA 43+90.00

18" W

RF

MITER AND WELD

HDPE FITTING IN

FIELD BETWEEN

HDD AND TRENCH

SECTION (TYP)

EX

15" P

W

EX

24" E

LE

C(U

G)

ST

A 43+

48.40

45° BEND

IN

V E

L 0.17

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

10503541

4289

####

CIVIL

PROFILE SSE PIPELINE

STA 43+17 TO STA 63+00

21

19

PP-6A

PROFILE

00 40' 80'

H: 1" = 40'

00 10' 20'

V: 1" = 10'

LAGUNA CREEK

HORIZONTAL DIRECTIONAL DRILL

HORIZONTAL DIRECTIONAL DRILL

SOUTH LEVEE

SE

E B

ELO

W F

OR

C

ON

TIN

UA

TIO

N

PROFILE

SE

E A

BO

VE

F

OR

C

ON

TIN

UA

TIO

N

SE

E S

HE

ET

P

P-6B

F

OR

C

ON

TIN

UA

TIO

N

GENERAL SHEET NOTES

SEE DRAWING PP-1, PP-2 AND PP-3 FOR PLAN OF SSE PIPELINE.1.

12" SSE (31) OR 10" SSE (38)

1

08-11-

2015

2

08-11-

2015

2

12" SSE (31) OR 10" SSE (38)

1

COPY

-60

-50

-40

-30

-20

-10

0

10

20

-60

-50

-40

-30

-20

-10

0

10

20

73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00

300' MIN FROM LEVEE TOE

IN

V E

L 1.24

IN

V E

L -47.73

EX GROUND

SURFACE

OPENCUT

CONSTRUCTION

ST

A 76+

83.38

AIR

V

ALV

E

CA

V 980084

ST

A 77+

24.08

90° BEND (HORZ)

ST

A 77+

22.17

10" G

AT

E V

ALV

E

98 S

SE

10

MH - PMH 98 Q

MIN RADIUS 1800'

EC

S

TA

74+

77.22

LIMIT OF HORIZONTAL

DIRECTIONAL DRILL

STA 76+10.10

MITER AND WELD

HDPE FITTING IN

FIELD BETWEEN

HDD AND TRENCH

SECTION (TYP)

EX

15" S

S

EX

54" S

DR

1

0

°

1

9

"

Ø

B

O

R

E

-60

-50

-40

-30

-20

-10

0

10

20

30

-60

-50

-40

-30

-20

-10

0

10

20

30

63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00

19" Ø BORE

IN

V E

L -52.83

IN

V E

L -52.83

IN

V E

L -47.7

3

300' MIN

EX

20" S

MU

D G

AS

EX GROUND

SURFACE

TO

E O

F LE

VE

E

W.S (VARIES)

50.61'

BV

C S

TA

71+

64.66

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

10503541

4289

####

CIVIL

PROFILE SSE PIPELINE

STA 63+00 TO STA 83+00

21

20

PP-6B

PROFILE

00 40' 80'

H: 1" = 40'

00 10' 20'

V: 1" = 10'

HORIZONTAL DIRECTIONAL DRILL

LAGUNA CREEK MORRISON CREEK

HORIZONTAL DIRECTIONAL DRILL

NORTH LEVEE

SE

E B

ELO

W F

OR

C

ON

TIN

UA

TIO

N

SE

E A

BO

VE

F

OR

C

ON

TIN

UA

TIO

NS

EE

S

HE

ET

P

P-6A

F

OR

C

ON

TIN

UA

TIO

N

PROFILE

48" M

IN

GENERAL SHEET NOTES

SEE DRAWING PP-3, PP-4 AND PP-5 FOR PLAN OF SSE PIPELINE.1.

SE

E S

HE

ET

P

P-6C

F

OR

C

ON

TIN

UA

TIO

N

12" SSE (31) OR 10" SSE (38)

12" SSE (31) OR 10" SSE (38)

1

08-11-

2015

1

COPY

-50

-40

-30

-20

-10

0

10

20

30

-50

-40

-30

-20

-10

0

10

20

30

83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00

IN

V E

L 1.24

EX GROUND

SURFACE

ST

A 87+

23.60

90° BEND (HOR)

10" B

F

ST

A 87+

25.43

M. MASSARO

V. BHOSALE

D. BREG

J. ATKINSON

10503541

4289

####

CIVIL

PROFILE SSE PIPELINE

STA 83+00 TO STA 93+00

21

21

PP-6C

PROFILE

00 40' 80'

H: 1" = 40'

00 10' 20'

V: 1" = 10'

SE

E S

HE

ET

P

P-6B

F

OR

C

ON

TIN

UA

TIO

N

GENERAL SHEET NOTES

SEE DRAWING PP-5 FOR PLAN OF SSE PIPELINE.1.

12" SSE (31) OR 10" SSE (38)

48" M

IN

1

08-11-

2015

1

COPY