W912PL21B0003_Amendment0001_PlansAndSpecs.pdf

(SEE ITEM 13)

Santa Ana Mainstem Prado Dam River Road Dike W912PL21B0003 Riverside County, CA

SF 30 CONTINUATION PAGE 1 OF 1

SF 30 BLOCK 14 CONTINUATION

SUMMARY OF CHANGES

DIVISION 01 – 48 - TECHNICAL SPECIFICATIONS

Section Number Section Title

00 01 10 TABLE OF CONTENTS

SUBMITTAL REGISTER

31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING

32 92 19 SEEDING

APPENDIX A UTILITY IMPROVEMENTS

DRAWINGS

Sheet Number

Sheet Title

G-002 INDEX TO DRAWINGS

G-004 DIKE HORIZONTAL CONTROL, SURVEY CONTROL, AND

TEMPORARY CONSTRUCTION EASEMENT

C-102 DIKE EXCAVATION PLAN STA. 1+00 TO STA. 10+00 STA.

10+00 TO STA. 18+59

C-103 EXCAVATION PLAN NORTH TIE-IN SOUTH TIE-IN

C-110 DIKE PLAN AND PROFILE STA. 1+00 TO STA. 10+00

C-501 DETAIL SHEET WELLS, SETTLEMENT MONUMENTS, FENCE

CG100 GRADING PLAN OVERVIEW

CG101 GRADING PLAN – 01

CG106 RAMP GRADING DETAIL

S-505 MANHOLE SHAFT AND MANHOLE COVER DETAILS

1 to 6 of

UTILITY PROTECTION PROJECT

2 to 8 of

RIVER ROAD DIKE SECANT PILE WALL

10 of 10 RIVER ROAD DIKE SECANT PILE WALL

REPORTS

Report Title

GEOTECHNICAL BASELINE AND DATA REPORT

Santa Ana Mainstem Prado Dam River Road Dike

W912PL21B0003

SF-1442 - SOLICITATION AND AWARD

00 01 05 CERTIFICATION PAGE

00 01 10 Am1 00 10 00

00 21 00 INSTRUCTIONS

00 21 13 INSTRUCTIONS TO BIDDERS

00 45 00 REPRESENTATION AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 73 00 SUPPLEMENTARY CONDITIONS

00 73 46 WAGE RATES

01 11 00 01 22 00 01 32 01 01 33 00 01 35 26 01 42 00 01 45 00 01 45 01 01 50 00

01 57 19

01 74 19 CONSTRUCTION AND WASTE MANAGEMENT AND DISPOSAL

01 78 00

03 30 00 03 30 57

03 36 00 GROUTING STONE PROTECTION

05 50 15

31 00 00

31 05 19 GEOTEXTILES FOR EARTHWORK

31 09 13 Am1 31 11 00

31 23 19 DIVERSION AND CONTROL OF SURFACE WATER

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

32 11 23 32 12 17 32 31 13

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SUMMARY OF WORK

PRICE AND PAYMENT PROCEDURES

PROJECT SCHEDULE

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

TABLE OF CONTENTS

SECTION 00 01 10

SUBMITTAL PROCEDURES

GOVERNMENTAL SAFETY REQUIREMENTS

EARTHWORK

GEOTECHNICAL INSTRUMENTATION AND MONITORING

CLEARING AND GRUBBING

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

CAST-IN-PLACE CONCRETE

CONTROLLED LOW-STRENGTH MATERIAL (CLSM)

DIVISION 05 - METALS

CIVIL WORKS FABRICATIONS

DIVISION 31 - EARTHWORK

TEMPORARY ENVIRONMENTAL CONTROLS (SANTA ANA RIVER BASIN)

DIVISION 32 - EXTERIOR IMPROVEMENTS

AGGREGATE BASE COURSE

HOT-MIX ASPHALT BITUMINOUS PAVEMENT

CHAIN LINK FENCES AND GATES

13 August 2021

TABLE OF CONTENTS PAGE 1

Amendment 0001

Santa Ana Mainstem Prado Dam River Road Dike

W912PL21B0003

32 92 19 Am1 32 93 00

33 40 00

35 31 19

Am1

-- End of Project Table of Contents --

APPENDIX A - UTILITY IMPROVEMENTS

DIVISION 35 - STONE PROTECTION

STONE PROTECTION

SEEDING

EXTERIOR PLANTING

STORM DRAINAGE UTILITIES

DIVISION 33 - UTILITIES

13 August 2021

TABLE OF CONTENTS PAGE 2

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Line Activity

# Transmittal # Specification

Section SD # Submittal Description Item Submitted Paragraph # Classification: GOVT or

A/E Reviewer Submit Approval

Needed By Material

Needed By Action Code Date Of Action

Date FWD to APPR / Auth Date RCD From CONTR

Date FWD To Other Revwr

Date RCD From Other Reviewer

Action Code

Date Of Action

Mailed To CONTR/ Date RCD From APPR Authority Remarks

1 01 11 00 1 Preconstruction Submittals Permits 1.11 G

2 01 11 00 1 Preconstruction Submittals Surveying Equipment And Processing Software 1.13.2.1 G EDS

3 01 11 00 1 Preconstruction Submittals Credentials and Qualifications 1.13.2.1 G EDS 4 01 11 00 1 Preconstruction Submittals Potholing Records 1.8.4 G 5 01 11 00 7 Certificates Partial Pay Estimates 1.15 G 6 01 32 01 1 Preconstruction Submittals Project Scheduler Qualifications 1.3 G 7 01 32 01 1 Preconstruction Submittals Preliminary Project Schedule 3.4.1 G 8 01 32 01 1 Preconstruction Submittals Initial Project Schedule 3.4.2 G 9 01 32 01 1 Preconstruction Submittals Periodic Schedule Update 3.6.2 G

10 01 32 01 1 Preconstruction Submittals Additional Constraints 3.3.7 11 01 32 01 2 Shop Drawings Data Cd/Dvds 3.5.1 G 12 01 32 01 2 Shop Drawings Narrative Report 3.5.2 G 13 01 32 01 2 Shop Drawings Recovery Schedule 3.9.3 G 14 01 33 00 1 Preconstruction Submittals Submittal Register 1.8 G 15 01 35 26 1 Preconstruction Submittals APP - Construction 1.7.1 G SO 16 01 35 26 1 Preconstruction Submittals Covid-19 Monitoring Plan 1.7.3.1 G SO 17 01 35 26 6 Test Reports Monthly Exposure Reports 1.4 18 01 35 26 6 Test Reports Notifications and Reports 1.12 19 01 35 26 6 Test Reports Accident Reports 1.12.2 G SO 20 01 35 26 6 Test Reports LHE Inspection Reports 1.12.3 21 01 35 26 7 Certificates Crane Operators/Riggers 1.6.1.4 22 01 35 26 7 Certificates Standard Lift Plan 1.7.3.3 G SO 23 01 35 26 7 Certificates Critical Lift Plan 1.7.3.4 G SO 24 01 35 26 7 Certificates Activity Hazard Analysis (AHA) 1.8 25 01 35 26 7 Certificates Confined Space Entry Permit 1.9.1 26 01 35 26 7 Certificates Hot Work Permit 1.9.1 27 01 35 26 7 Certificates Certificate of Compliance 1.12.4

28 01 45 00 1 Preconstruction Submittals Contractor Quality Control (CQC) Plan 3.2 G

29 01 45 00 1 Preconstruction Submittals Interim Contractor Quality Control Plan 3.2 G

30 01 45 00 6 Test Reports Verification Statement 3.9.2 31 01 50 00 1 Preconstruction Submittals Construction Site Plan 1.3 G 32 01 50 00 1 Preconstruction Submittals Traffic Control Plan 3.4.1 G 33 01 50 00 1 Preconstruction Submittals Haul Road Plan 2.2.1 G 34 01 50 00 6 Test Reports Backflow Preventer Tests 2.5 35 01 50 00 7 Certificates Backflow Tester 1.4.1 36 01 50 00 7 Certificates Backflow Preventers 1.4 37 01 57 19 1 Preconstruction Submittals Preconstruction Survey 1.3.6 38 01 57 19 1 Preconstruction Submittals Environmental Protection Plan 1.3.3 G 39 01 57 19 1 Preconstruction Submittals Notice of Intent (NOI) 3.1.1.2 G

40 01 57 19 1 Preconstruction Submittals Preconstruction Environmental Condition Survey Report 1.3.6

41 01 57 19 1 Preconstruction Submittals Stormwater Pollution Prevention Plan

(SWPPP) 3.1.1.1 G

42 01 57 19 1 Preconstruction Submittals Notice Of Commencement Of Construction 1.5

43 01 57 19 1 Preconstruction Submittals Documentation Of Presence Of Hydrocarbon Contaminated Soils 1.3.4

44 01 57 19 5 Design Data Sound Wall Design 1.6.2 G EDD 45 01 57 19 5 Design Data Annual Report 1.5

46 01 57 19 5 Design Data Request For Notice Of Completion Of Discharges Letter 1.5

47 01 57 19 6 Test Reports SWPPP Inspection Reports 3.1.1

48 01 57 19 7 Certificates Identify Leakage And Perform Any Required Corrective Action 1.8.2

49 01 57 19 7 Certificates Certification 1.7.6

50 01 57 19 7 Certificates Documentation Of Warranty And Manufacture Date 1.7.6

51 01 57 19 11 Closeout Submittals Request For Notice Of Project Complete Letter 1.5

52 01 57 19 11 Closeout Submittals Notice Of Termination (Not) 1.5 G

53 01 74 19 1 Preconstruction Submittals Construction Waste Management Plan 1.4.1 G

54 01 74 19 1 Preconstruction Submittals Construction Waste Management Plan 1.7 G

55 01 74 19 6 Test Reports Quarterly Reports 1.9.2 56 01 74 19 6 Test Reports Annual Report 1.9.3 57 01 78 00 11 Closeout Submittals As-Built Drawings 3.1 G 58 01 78 00 11 Closeout Submittals Record Drawings 3.3 G

59 01 78 00 11 Closeout Submittals As-Built Record of Equipment and Materials 3.6

60 01 78 00 11 Closeout Submittals Final Approved Shop Drawings 3.4 61 01 78 00 11 Closeout Submittals Construction Contract Specifications 3.5 62 03 30 00 1 Preconstruction Submittals Concrete Curing Plan 1.5.3.1

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

TITLE: RIVER ROAD DIKE

SUBMITTAL REGISTER

JOB NAME: 19RIVERROADDIKE

LOCATION: RIVERSIDE COUNTY, CA

CONTRACT NO: W912PL21B0003

CONTRACTOR:

Activity

# Transmittal # Specification

Section SD # Submittal Description Item Submitted Paragraph # Classification: GOVT or

A/E Reviewer Submit Approval

Needed By Material

Needed By Action Code Date Of Action

Date FWD to APPR / Auth Date RCD From CONTR

Date FWD To Other Revwr

Date RCD From Other Reviewer

Action Code

Date Of Action

Mailed To CONTR/ Date RCD From APPR Authority Remarks

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

TITLE: RIVER ROAD DIKE

SUBMITTAL REGISTER

JOB NAME: 19RIVERROADDIKE

LOCATION: RIVERSIDE COUNTY, CA

CONTRACT NO: W912PL21B0003

CONTRACTOR:

63 03 30 00 1 Preconstruction Submittals Quality Control Plan 1.5.5 G

64 03 30 00 1 Preconstruction Submittals Quality Control Personnel Certifications 1.5.6 G

65 03 30 00 1 Preconstruction Submittals Quality Control Organizational Chart 1.5.6 66 03 30 00 1 Preconstruction Submittals Laboratory Accreditation 1.5.8 G 67 03 30 00 1 Preconstruction Submittals Form Removal Schedule 1.5.2.1 G 68 03 30 00 1 Preconstruction Submittals Maturity Method Data 3.3.8 69 03 30 00 2 Shop Drawings Formwork 1.5.2.1 70 03 30 00 2 Shop Drawings Reinforcing Steel 1.5.2.2 G 71 03 30 00 3 Product Data Joint Sealants 2.5.4 72 03 30 00 3 Product Data Joint Filler 2.5.3 73 03 30 00 3 Product Data Formwork Materials 2.2 74 03 30 00 3 Product Data Cementitious Materials 2.4.1 75 03 30 00 3 Product Data Aggregates 1.5.4.2 76 03 30 00 3 Product Data Aggregates 2.4.3 77 03 30 00 3 Product Data Aggregates 2.4.3.1 78 03 30 00 3 Product Data Aggregates 2.4.3.1 79 03 30 00 3 Product Data Concrete Curing Materials 2.5.1 G 80 03 30 00 3 Product Data Reinforcement 2.7 81 03 30 00 3 Product Data Admixtures 2.4.7 G

82 03 30 00 3 Product Data Mechanical Reinforcing Bar Connectors 2.7.2

83 03 30 00 3 Product Data Waterstops 2.3.1 84 03 30 00 3 Product Data Pumping Concrete 1.5.3.2 85 03 30 00 3 Product Data Nonshrink Grout 2.5.2 86 03 30 00 5 Design Data Concrete Mix Design 1.5.1.2 G 87 03 30 00 5 Design Data Formwork Calculations 1.5.1.1 88 03 30 00 5 Design Data Formwork Design 2.2 89 03 30 00 6 Test Reports Concrete Mix Design 1.5.1.2 G 90 03 30 00 6 Test Reports Pozzolan 1.5.4.1 G 91 03 30 00 6 Test Reports Pozzolan 2.4.1.2 G 92 03 30 00 6 Test Reports Aggregates 1.5.4.2 93 03 30 00 6 Test Reports Aggregates 2.4.3 94 03 30 00 6 Test Reports Aggregates 2.4.3.1 95 03 30 00 6 Test Reports Aggregates 2.4.3.1 96 03 30 00 6 Test Reports Compressive Strength Tests 3.13.2.3 97 03 30 00 6 Test Reports Unit Weight of Structural Concrete 3.13.2.5 98 03 30 00 6 Test Reports Air Content 3.13.2.4 99 03 30 00 6 Test Reports Slump Tests 3.13.2.1

100 03 30 00 6 Test Reports Water 2.4.2 101 03 30 00 7 Certificates Reinforcing Bars 2.7.1 102 03 30 00 7 Certificates Welder Qualifications 1.6 103 03 30 00 7 Certificates Safety Data Sheets 1.5.3.3

104 03 30 00 7 Certificates Field Testing Technician and Testing Agency 1.5.6.2

105 03 30 00 7 Certificates Aggregates 1.5.4.2 106 03 30 00 7 Certificates Aggregates 2.4.3 107 03 30 00 7 Certificates Aggregates 2.4.3.1 108 03 30 00 7 Certificates Aggregates 2.4.3.1 109 03 30 00 8 Manufacturer’s Instructions Joint Sealants 2.5.4 110 03 30 00 8 Manufacturer’s Instructions Curing Compound 2.5.1 111 03 30 57 3 Product Data Air-Entraining Admixture 2.2.3.1 112 03 30 57 3 Product Data Batching and Mixing Equipment 3.1.1.3 113 03 30 57 3 Product Data Conveying and Placing CLSM 3.2 114 03 30 57 5 Design Data CLSM Mix Design 2.1.1 G DO 115 03 30 57 6 Test Reports Aggregates 2.2.2 116 03 30 57 6 Test Reports Slump 3.3.3 G 117 03 30 57 6 Test Reports Air Content 3.3.3 118 03 30 57 6 Test Reports Water 2.2.4 119 03 30 57 6 Test Reports Compressive Strength Testing 3.3.3 G 120 03 30 57 7 Certificates Cementitious Materials 2.2.1 121 03 30 57 7 Certificates Aggregates 2.2.2 122 03 30 57 7 Certificates Delivery Tickets 2.3 123 03 30 57 7 Certificates Pozzolan 2.2.1.2 124 03 36 00 6 Test Reports Aggregates 1.4.1 G EDG 125 03 36 00 6 Test Reports Mix Design 3.1 G EDG 126 03 36 00 6 Test Reports Reports 3.5.4 G EDG 127 03 36 00 7 Certificates Portland Cement 1.4.2 G EDG 128 03 36 00 7 Certificates Curing Compounds 3.4.2 G EDG 129 05 50 15 2 Shop Drawings Shop Fabricated Metal Items 2.2 G

130 05 50 15 2 Shop Drawings Miscellaneous Metals And Standard Metal Articles 2.1 G EDD

Activity

# Transmittal # Specification

Section SD # Submittal Description Item Submitted Paragraph # Classification: GOVT or

A/E Reviewer Submit Approval

Needed By Material

Needed By Action Code Date Of Action

Date FWD to APPR / Auth Date RCD From CONTR

Date FWD To Other Revwr

Date RCD From Other Reviewer

Action Code

Date Of Action

Mailed To CONTR/ Date RCD From APPR Authority Remarks

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

TITLE: RIVER ROAD DIKE

SUBMITTAL REGISTER

JOB NAME: 19RIVERROADDIKE

LOCATION: RIVERSIDE COUNTY, CA

CONTRACT NO: W912PL21B0003

CONTRACTOR:

131 05 50 15 2 Shop Drawings Trash Racks 2.2.1 132 05 50 15 3 Product Data Expansion Anchors 3.3 133 31 00 00 1 Preconstruction Submittals Fill Against Structures Plan 3.7 G EDG 134 31 00 00 1 Preconstruction Submittals Earthwork Plan 1.6 G EDG 135 31 00 00 1 Preconstruction Submittals Borrow Area Closure Plan 3.2.3 G EDG 136 31 00 00 1 Preconstruction Submittals USACE Approved Laboratory 3.6.1 G EDG

137 31 00 00 1 Preconstruction Submittals Utility Protection Plan 3.1.3 G EDG

138 31 00 00 3 Product Data Embankment Fill 2.2 G EDG 139 31 00 00 3 Product Data Filter Drain Material 2.3 G EDG 140 31 00 00 6 Test Reports Test Report Form Templates 3.6.5.1 G EDG 141 31 00 00 6 Test Reports Testing Log 3.6 G EDG

142 31 00 00 6 Test Reports Demonstration Fill Section Procedures 3.5 G EDG

143 31 00 00 6 Test Reports Survey Data 3.3.6 G EDG 144 31 00 00 6 Test Reports Survey Data 3.3.6.1 G EDG 145 31 00 00 6 Test Reports Foundation Inspection And Survey 3.3.1 G EDG 146 31 00 00 11 Closeout Submittals Compaction Report 3.6.5.3 G EDG 147 31 05 19 4 Samples Geotextiles 2.2.1 148 31 05 19 6 Test Reports Geotextiles 2.2.1 149 31 05 19 7 Certificates Geotextiles 2.2.1 150 31 05 19 7 Certificates Needle Punched Geotextile 2.2.1.3 151 31 05 19 7 Certificates Manufacturer Certification 2.2.1.4

152 31 09 13 1 Preconstruction Submittals Monitoring Well Construction Permit Certificates 1.4.2.6 G EDG

153 31 09 13 1 Preconstruction Submittals Instrumentation Installation Plan 1.4.2 G EDG 154 31 09 13 1 Preconstruction Submittals Instrumentation Installation Plan 1.4.2.1 G EDG 155 31 09 13 1 Preconstruction Submittals Instrumentation Installation Plan 1.4.2.2 G EDG 156 31 09 13 1 Preconstruction Submittals Instrumentation Installation Plan 1.4.2.3 G EDG

157 31 09 13 1 Preconstruction Submittals Instrumentation Installation Plan 1.4.2.4 G EDG

158 31 09 13 1 Preconstruction Submittals Instrumentation Installation Plan 1.4.2.5 G EDG 159 31 09 13 1 Preconstruction Submittals Instrumentation Installation Plan 1.4.2.6 G EDG 160 31 09 13 1 Preconstruction Submittals Instrumentation Installation Plan 3.2.3 G EDG 161 31 09 13 1 Preconstruction Submittals Plan of Identification 3.1.5 G EDG 162 31 09 13 1 Preconstruction Submittals Instrument Monitoring Plan 1.4.3 G EDG 163 31 09 13 1 Preconstruction Submittals Instrument Monitoring Plan 1.4.3 G EDG 164 31 09 13 1 Preconstruction Submittals Instrument Monitoring Plan 3.3.1 G EDG 165 31 09 13 1 Preconstruction Submittals Initial Survey 3.2.2 G EDG 166 31 09 13 1 Preconstruction Submittals Preconstruction Inspection Report 3.3.4

167 31 09 13 1 Preconstruction Submittals Instrumentation Specialist Qualifications 1.4.4 G EDG

168 31 09 13 2 Shop Drawings Settlement Monuments 2.1 G EDG 169 31 09 13 2 Shop Drawings Settlement Bases and Pipes 2.2 G EDG 170 31 09 13 2 Shop Drawings Inclinometer 2.7 171 31 09 13 3 Product Data Vibration Monitoring System 2.3 G EDG 172 31 09 13 3 Product Data Data Collection Device 1.4.2.3 G EDG 173 31 09 13 3 Product Data Inclinometer Equipment 2.7 G EDG

174 31 09 13 4 Samples Monument Cap 3.1.3 G EDG

175 31 09 13 5 Design Data Instrumentation Equipment and Training Plan 1.4.6 G EDG

176 31 09 13 5 Design Data Instrumentation Monitoring Report 3.1.4 G EDG 177 31 09 13 5 Design Data Instrumentation Monitoring Report 3.2.4 G EDG 178 31 09 13 5 Design Data Instrumentation Monitoring Report 3.3.2 G EDG 179 31 09 13 5 Design Data Instrumentation Monitoring Report 3.3.3 G EDG 180 31 09 13 5 Design Data Instrumentation Monitoring Report 3.3.5 G EDG 181 31 09 13 6 Test Reports Settlement Monitoring Report 3.3.2 G EDG 182 31 09 13 7 Certificates Inclinometer Calibration Certificates 2.7 G EDG 183 31 11 00 1 Preconstruction Submittals Clear And Grub Plan 1.3 G EDG

184 31 11 00 3 Product Data Herbicide 2.1.1

185 31 23 19 1 Preconstruction Submittals Surface Water Control Work Plan 1.4 G EDG

186 31 63 29 1 Preconstruction Submittals Dimensions And Alignment Of Borehole 3.4.3.1

187 31 63 29 1 Preconstruction Submittals Fabrication And Lifting Plan 3.4.3.5 188 31 63 29 1 Preconstruction Submittals Secant Pile Installation Plan 1.4.2 G EDG 189 31 63 29 2 Shop Drawings Drilled Shaft Diameters 2.1.1 G 190 31 63 29 2 Shop Drawings Depth of Test Holes 2.1.1 G EDG 191 31 63 29 2 Shop Drawings Top and Bottom of Shaft Elevations 2.1.1 192 31 63 29 2 Shop Drawings G, EDG, EDD 193 31 63 29 2 Shop Drawings Steel Reinforcement 2.1.1 G EDD 194 31 63 29 2 Shop Drawings Anchor Bolt Locations 2.1.1 G EDD 195 31 63 29 2 Shop Drawings Accessories 2.1.1 G EDD

Activity

# Transmittal # Specification

Section SD # Submittal Description Item Submitted Paragraph # Classification: GOVT or

A/E Reviewer Submit Approval

Needed By Material

Needed By Action Code Date Of Action

Date FWD to APPR / Auth Date RCD From CONTR

Date FWD To Other Revwr

Date RCD From Other Reviewer

Action Code

Date Of Action

Mailed To CONTR/ Date RCD From APPR Authority Remarks

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

TITLE: RIVER ROAD DIKE

SUBMITTAL REGISTER

JOB NAME: 19RIVERROADDIKE

LOCATION: RIVERSIDE COUNTY, CA

CONTRACT NO: W912PL21B0003

CONTRACTOR:

196 31 63 29 5 Design Data Drilled Shaft Foundation Design Analysis 2.1 G EDG

197 31 63 29 5 Design Data Mix Design Data 2.3.2 G EDG 198 31 63 29 5 Design Data Obstructions 3.3.3 G

199 31 63 29 5 Design Data Allowable Thru Wall Seepage For Cut-Off Wall Systems 3.3.6

200 31 63 29 6 Test Reports Soils Report 3.4.2 G EDG 201 31 63 29 6 Test Reports Ground Water Conditions 3.4.2 202 31 63 29 6 Test Reports Penetration Test 3.4.2 G 203 31 63 29 6 Test Reports Slump 3.4.2 G EDG 204 31 63 29 6 Test Reports Concrete 3.4.2 G EDG 205 31 63 29 6 Test Reports Compressive Strength 3.4.2 G EDG 206 31 63 29 6 Test Reports Work Record 3.4.1

207 31 63 29 7 Certificates Bill of Lading for Ready-Mix Concrete Deliveries 2.3.2

208 31 63 29 7 Certificates Steel Reinforcement 2.1.1 209 31 63 29 7 Certificates G, EDG, EDD 210 31 63 29 7 Certificates Welding Certificates 1.4.5 G 211 31 63 29 7 Certificates Excavation and Drilling Equipment 2.2.1 212 31 63 29 7 Certificates Qualifications of the Contractor 1.4.4 G 213 31 63 29 7 Certificates Batch Ticket Information 2.3.2 214 32 11 23 3 Product Data Plant, Equipment, and Tools 1.5 215 32 11 23 3 Product Data Waybills and Delivery Tickets 1.1 216 32 11 23 6 Test Reports Initial Tests 1.6.2.8.1 G EDG 217 32 11 23 6 Test Reports In-Place Tests 1.6.2.8.2 G EDG 218 32 12 17 3 Product Data Asphalt Cement Binder 2.2 G EDG 219 32 12 17 3 Product Data Asphalt Cement Binder 2.2 G EDG 220 32 12 17 3 Product Data Mix Design 2.3 G EDG 221 32 12 17 5 Design Data Job-mix formula 1.3.2 G EDG 222 32 12 17 6 Test Reports Specific gravity test of asphalt 2.4.1 G EDG 223 32 12 17 6 Test Reports Coarse aggregate tests 2.4.1 G EDG 224 32 12 17 6 Test Reports Percent of crushed pieces in gravel 2.4.1 G EDG 225 32 12 17 6 Test Reports Fine aggregate tests 2.4.1 G EDG 226 32 12 17 6 Test Reports Specific gravity of mineral filler 2.4.1 G EDG 227 32 12 17 6 Test Reports Bituminous mixture tests 2.4.1 G EDG 228 32 12 17 6 Test Reports Aggregates tests 3.5.2.1 G EDG 229 32 12 17 6 Test Reports Bituminous mix tests 3.5.2.2 G EDG 230 32 12 17 6 Test Reports Pavement Courses 3.5.2.3 G EDG 231 32 12 17 7 Certificates Asphalt cement binder 2.2 G EDG 232 32 12 17 7 Certificates Asphalt cement binder 2.2 G EDG 233 32 31 13 2 Shop Drawings Fence Assembly 2.1 G

234 32 31 13 2 Shop Drawings Location of Gate, Corner, End, and Pull Posts 3.2.1.1 G

235 32 31 13 2 Shop Drawings Gate Assembly 2.1 G 236 32 31 13 2 Shop Drawings Gate Hardware and Accessories 2.2.11 G 237 32 31 13 2 Shop Drawings Erection/Installation Drawings Part 3 G 238 32 31 13 2 Shop Drawings Guard Cable Fence 2.4 G 239 32 31 13 3 Product Data Fence Assembly 2.1 G 240 32 31 13 3 Product Data Gate Assembly 2.1 G 241 32 31 13 3 Product Data Gate Hardware and Accessories 2.2.11 G 242 32 31 13 3 Product Data Zinc Coating 2.3.1 G 243 32 31 13 3 Product Data Fabric 2.2.1 G 244 32 31 13 3 Product Data Stretcher Bars 2.2.8 G 245 32 31 13 7 Certificates Certificates of Compliance 1.3.1 246 32 31 13 7 Certificates Recycled Material Content 3.4 247 32 31 13 8 Manufacturer’s Instructions Fence Assembly 2.1 248 32 31 13 8 Manufacturer’s Instructions Gate Assembly 2.1 249 32 31 13 8 Manufacturer’s Instructions Hardware Assembly 2.1 250 32 31 13 8 Manufacturer’s Instructions Accessories 2.1 251 32 92 19 2 Shop Drawings Temporary Irrigation Design Plan 2.7 G EDD

252 32 92 19 2 Shop Drawings Pesticide Treatment Plan 3.6.1 G EDD

253 32 92 19 3 Product Data Equipment 3.1.3 254 32 92 19 3 Product Data Delivery 1.5.1 255 32 92 19 3 Product Data Topsoil 2.2 256 32 92 19 3 Product Data Quantity Check 3.5 G EDD 257 32 92 19 3 Product Data Wood cellulose fiber mulch 2.5 258 32 92 19 3 Product Data Pesticide 2.9 259 32 92 19 3 Product Data Pesticide 3.6 260 32 92 19 3 Product Data Erosion Protection 2.6 261 32 92 19 4 Samples Delivered Topsoil 1.5.1.1 262 32 92 19 6 Test Reports Equipment Calibration 3.1.3.1 G 263 32 92 19 6 Test Reports Soil Test 1.4.1 G EDD

Activity

# Transmittal # Specification

Section SD # Submittal Description Item Submitted Paragraph # Classification: GOVT or

A/E Reviewer Submit Approval

Needed By Material

Needed By Action Code Date Of Action

Date FWD to APPR / Auth Date RCD From CONTR

Date FWD To Other Revwr

Date RCD From Other Reviewer

Action Code

Date Of Action

Mailed To CONTR/ Date RCD From APPR Authority Remarks

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

TITLE: RIVER ROAD DIKE

SUBMITTAL REGISTER

JOB NAME: 19RIVERROADDIKE

LOCATION: RIVERSIDE COUNTY, CA

CONTRACT NO: W912PL21B0003

CONTRACTOR:

264 32 92 19 6 Test Reports Temporary Irrigation Water Quality Test 2.8 G EDD

265 32 92 19 6 Test Reports Temporary Irrigation Pressure Test 3.3.1 G EDD 266 32 92 19 6 Test Reports Temporary Irrigation Operational Test 3.3.2 G EDD 267 32 92 19 6 Test Reports Calibration Test Results 3.1.3.1 268 32 92 19 7 Certificates Seed 2.1 G EDD 269 32 92 19 7 Certificates Topsoil 2.2 G EDD 270 32 92 19 7 Certificates Soil Amendments 2.3 G EDD 271 32 92 19 7 Certificates Fertilizer 2.4 G EDD 272 32 92 19 7 Certificates Pesticide 2.9 G EDD 273 32 92 19 7 Certificates Pesticide 3.6 G EDD

274 32 92 19 10 Operation and Maintenance Data Maintenance Plan 3.9.4.1 G EDD

275 32 92 19 10 Operation and Maintenance Data Maintenance Record 3.9.4.4 G EDD

276 32 92 19 10 Operation and Maintenance Data Seed Establishment Period 3.9 G EDD

277 32 93 00 1 Preconstruction Submittals State Landscape Contractor's License and References 1.4.3

278 32 93 00 3 Product Data Fertilizer 2.5 G EDD 279 32 93 00 3 Product Data Mulch 2.6 G EDD 280 32 93 00 3 Product Data Erosion Control Materials 2.7 G EDD 281 32 93 00 3 Product Data Plant Material Photographs 1.4.4 G EDD 282 32 93 00 4 Samples Mulch 2.6 G EDD 283 32 93 00 6 Test Reports Percolation Test 1.4.5 G EDD

284 32 93 00 6 Test Reports Percolation Test Failure Remediation Plan 1.4.5.1 G EDD

285 32 93 00 7 Certificates Nursery Certifications 1.4.2 G EDD

286 32 93 00 10 Operation and Maintenance Data Maintenance Plan 3.6.4 G EDD

287 32 93 00 10 Operation and Maintenance Data Maintenance Record 3.6.5 G EDD

288 32 93 00 10 Operation and Maintenance Data Vegetation Establishment Period 3.6 G EDD

289 33 40 00 2 Shop Drawings Reinforced Concrete Pressure Pipe, Steel Cylinder Type and Fittings 2.1.2 G EDD

290 33 40 00 2 Shop Drawings Pipe Joints 2.2.3.1 291 33 40 00 2 Shop Drawings Gaskets 3.4.2.1 292 33 40 00 3 Product Data Placing Pipe 3.3 293 33 40 00 3 Product Data Mortar Mix Design 2.2.2 G EDG

294 33 40 00 3 Product Data Reinforced Concrete Pressure Pipe, Steel Cylinder Type and Fittings 2.1.2

295 33 40 00 3 Product Data Flap Gates 2.2.4 296 33 40 00 3 Product Data Reinforced Concrete Pipe 2.1.1 297 33 40 00 3 Product Data Reinforced Concrete Pipe 3.3.1

298 33 40 00 5 Design Data Design Calculations For Reinforced Concrete Pressure Pipe, Steel Cylinder Type and Fittings

2.1.2

299 33 40 00 5 Design Data Design Calculations For Flap Gates 2.2.4 300 33 40 00 6 Test Reports Flexible Watertight Joints 2.2.3.1 301 33 40 00 6 Test Reports Hydrostatic Test On Watertight Joints 3.6.1.1 302 33 40 00 6 Test Reports Test Reports 3.6.1

303 35 31 19 1 Preconstruction Submittals Stone Source Inspection and Stone Quality Sample Collection 2.1.3.5 G EDG-

304 35 31 19 1 Preconstruction Submittals Stone Source Quality Control Plan 2.1.3.6 G EDG 305 35 31 19 3 Product Data Stone Source Authorization 2.1.3.2 G EDG 306 35 31 19 5 Design Data Method of Placement 3.2.1 G EDG 307 35 31 19 6 Test Reports Stone Quality Testing 2.1.4.2 G EDG 308 35 31 19 6 Test Reports Gradation Sampling and Testing 2.1.6.2 G EDG 309 35 31 19 6 Test Reports Stone Quality Evaluation Tests 2.1.4.1 G EDG

310 35 31 19 6 Test Reports Construction Stone Quality Control Inspection 3.4 G EDG

311 35 31 19 7 Certificates Waybills and Delivery Tickets 3.4.2 G 312 02223 1 Preconstruction Submittals Excavation Plans 1.03 G EDD

313 02223 1 Preconstruction Submittals Excavation, Backfill, and Compaction Procedures 1.03 G EDD

314 02900 1 Preconstruction Submittals Dewatering Plan 1.03 G EDD EDG 315 02999 1 Preconstruction Submittals Plans and Procedures 1.05 G EDD 316 02999 2 Shop Drawings Sewage Bypass Pumps 1.05 G EDD 317 02999 2 Shop Drawings Pipe Material and Fittings 1.05 G EDD 318 02999 2 Shop Drawings Valves 1.05 G EDD 319 02999 2 Shop Drawings Air Valves 1.05 G EDD 320 02999 2 Shop Drawings Pipe Repair Kits and Procedures 1.05 G EDD 321 02999 2 Shop Drawings Spill Recovery Mats 1.05 G EDD 322 02999 2 Shop Drawings Video Camera 1.05 G EDD

323 02999 1 Preconstruction Submittals Spill Prevention, Control, and Countermeasure Plan 1.05 G EDD

Activity

# Transmittal # Specification

Section SD # Submittal Description Item Submitted Paragraph # Classification: GOVT or

A/E Reviewer Submit Approval

Needed By Material

Needed By Action Code Date Of Action

Date FWD to APPR / Auth Date RCD From CONTR

Date FWD To Other Revwr

Date RCD From Other Reviewer

Action Code

Date Of Action

Mailed To CONTR/ Date RCD From APPR Authority Remarks

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE DATES CONTRACTOR ACTION

TITLE: RIVER ROAD DIKE

SUBMITTAL REGISTER

JOB NAME: 19RIVERROADDIKE

LOCATION: RIVERSIDE COUNTY, CA

CONTRACT NO: W912PL21B0003

CONTRACTOR:

324 15045 7 Certificates NASSCO Certification for Pipeline Inspection 1.05 G EDD

325 15051 1 Preconstruction Submittals Typical Piping Installation 1.02 G EDD 326 15061 3 Product Data Pipe Material 1.03 G EDD

327 15061 7 Certificates Pipe Manufacturers' Joint Assembly Procedure 1.03 G EDD

328 15061 3 Product Data Cutsheet for Proposed Joint Fusion Machine 1.03 G EDD

329 15061 7 Certificates HDPE Fusion Technicians Experience and Qualifications 1.03 G EDD

330 15061 2 Shop Drawings Fusion Data 1.03 G EDD 331 15061 2 Shop Drawings HDPE Maintenance Holes 1.03 G EDD 332 15061 2 Shop Drawings Fittings 1.03 G EDD 333 15061 3 Product Data Pipe Accessories 1.03 G EDD 334 15061 7 Certificates HDPE Affidavit of Compliance 1.03 G EDD

335 15061 3 Product Data Data Sheets for Mechanical Joint Adapters 1.03 G EDD

336 15061 1 Preconstruction Submittals Laying Schedules 1.03 G EDD

SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 09 13

GEOTECHNICAL INSTRUMENTATION AND MONITORING

03/15

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL

1.3 SUBMITTALS

1.4 SYSTEM DESCRIPTION

1.4.1 Instrumentation Requirements

1.4.2 Instrumentation Installation Plan

1.4.2.1 Settlement Monuments

1.4.2.2 Settlement Bases and Pipes

1.4.2.3 Vibration Monitoring System

1.4.2.4 Crack Monitoring

1.4.2.5 Surface Settlement Points

1.4.2.6 Groundwater Monitoring Wells

1.4.2.7 Inclinometers

1.4.3 Instrument Monitoring Plan

1.4.4 Instrumentation Specialist

1.4.5 Instrumentation Acceptance

1.4.6 Training of Government Personnel

PART 2 PRODUCTS

2.1 SETTLEMENT MONUMENTS

2.2 SETTLEMENT BASES AND PIPES

2.3 VIBRATION MONITORING SYSTEM

2.4 CRACK MONITORS

2.5 SURFACE SETTLEMENT POINTS

2.6 GROUNDWATER MONITORING WELLS

2.7 INCLINOMETER

2.8 OTHER EQUIPMENT

PART 3 EXECUTION

3.1 SETTLEMENT MONUMENTS

3.1.1 General

3.1.2 Settlement Monument Installation

3.1.3 Monument Cap

3.1.4 Settlement Monument Readings

3.1.5 Identification

3.2 SETTLEMENT BASES AND PIPES

3.2.1 General

3.2.2 Initial Survey

3.2.3 Settlement Pipe Installation Details

3.2.4 Post Installation Surveys

3.3 TEMPORARY MONITORING

3.3.1 General

SECTION 31 09 13 Page 1 13 August 2021 Amendment 0001

3.3.2 Surface Settlement Points

3.3.3 Vibration Monitoring

3.3.4 Preconstruction Inspection

3.3.5 Crack Monitoring

3.3.6 Monitoring Wells

3.3.7 Inclinometers

3.4 MONITORING THRESHOLDS

-- End of Section Table of Contents --

SECTION 31 09 13 Page 2

SECTION 31 09 13

GEOTECHNICAL INSTRUMENTATION AND MONITORING

03/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A706/A706M (2016) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM D1195 ( 2015) St andar d Test Met hod f or Repet i t i ve St at i c Pl at e Load Test s of Soi l s and Fl exi bl e Pavement Component s, f or Use i n Eval uat i on and Desi gn of Ai r por t and Hi ghway Pavement s

ASTM D1196 ( 2016) St andar d Test Met hod f or Nonr epet i t i ve St at i c Pl at e Load Test s of Soi l s and Fl exi bl e Pavement Component s, f or Use i n Eval uat i on and Desi gn of Ai r por t and Hi ghway Pavement s

ASTM D2573 ( 2018) St andar d Test Met hod f or Fi el d Vane Shear Test i n Sat ur at ed Fi ne- Gr ai ned Soi l s

1.2 GENERAL

Furnish and install settlement monuments, settlement bases, all other instrumentaton referenced herein and all supporting equipment, training, hardware, software, labor, and materials for installation, data collection, protection, and maintenance. Provide vane shear test equipment and plate load test equipment, including all supporting equipment and software. Instruments, data collection equipment and accessories, will become the property of the Government at the end of the Contract period.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the

SECTION 31 09 13 Page 3

Government. Office symbols are as follows:

EDG: Engineering Division, Geotechnical Branch

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Monitoring Well Construction Permit Certificates ; G, EDG

Instrumentation Installation Plan ; G, EDG Plan of Identification ; G, EDG Instrument Monitoring Plan ; G, EDG Initial Survey ; G, EDG Preconstruction Inspection Report Instrumentation Specialist Qualifications ; G, EDG

SD-02 Shop Drawings

Settlement Monuments ; G, EDG Settlement Bases and Pipes ; G, EDG Inclinometer

SD-03 Product Data

Vibration Monitoring System ; G, EDG Data Collection Device ; G, EDG I ncl i nomet er Equi pment ; G, EDG

SD-04 Samples

Monument Cap ; G, EDG

SD-05 Design Data

Instrumentation Equipment and Training Plan ; G, EDG Instrumentation Monitoring Report ; G, EDG

SD-06 Test Reports

Settlement Monitoring Report ; G, EDG

SD-07 Certificates

I ncl i nomet er Cal i br at i on Cer t i f i cat es; G, EDG

1.4 SYSTEM DESCRIPTION

1.4.1 Instrumentation Requirements

Provide required instrumentation at the locations specified. The Contracting Officer reserves the right to vary the exact location of instruments at no additional cost to the Government, but the quantity of instruments will not change. Instrumentation installation and abandonment will be in accordance with the approved Instrumentation Installation Plan.

SECTION 31 09 13 Page 4

1.4.2 Instrumentation Installation Plan

Submit an Instrumentation Installation Plan to the Contracting Officer for approval a minimum of 30 days prior to start of excavation and/or dewatering. The Instrumentation Installation Plan must include detailed information regarding all instrumentation products, materials, layout, and installation procedures for all instrumentation to be installed or modified and abandoned. Include numbering and nomenclature on this plan.

As part of the Instrumentation Installation Plan, prepare and submit for approval complete shop drawings showing details, cross-sections, and materials. Provide details of the fabricated items and indicate these elements on the shop drawings. Prepare a description of proposed instrumentation and written step-by-step procedures for the installation of the instruments in accordance with the Manufacturer's Instructions.

1.4.2.1 Settlement Monuments

Include settlement monuments as part of the Instrumentation Installation Plan to monitor vertical settlement of the dike.

1.4.2.2 Settlement Bases and Pipes

Include concrete settlement bases and pipes as part of the Instrumentation Installation Plan to monitor the amount of vertical settlement that occurs at the foundation of the dike.

1.4.2.3 Vibration Monitoring System

Include vibration monitor as part of the Instrumentation Installation Plan to monitor vibration caused by construction activities. Data Collection Device must be specified and approved prior to installation of vibration monitor.

1.4.2.4 Crack Monitoring

A crack monitor is a gauge attached across a crack in a structure to monitor changes in crack aperture or offset. The gauge consists of tow overlapping acrylic or rigid PVC plates. One plate is marked with a millimeter grid, the other with cross hairs centered over the grid.

Include crack monitoring within the Instrumentation Installation Plan .

1.4.2.5 Surface Settlement Points

A surface settlement point is a physical mark (disc, nail, etc.) set and established as a reference for periodic or repeated measuring. For this construction, survey deformation monitoring points will be used to detect possible vertical or horizontal movement of the private property fences, ground surface, or points below the ground surface using precise survey methods. Include Surface Settlement Points within the Instrumentation Installation Plan .

1.4.2.6 Groundwater Monitoring Wells

Include maintaining the working condition of monitoring wells as part of the Instrumentation Installation Plan for Government to evaluate groundwater conditions before, during, and after construction. Obtain and submit a Monitoring Well Construction Permit Certificates from the County of Riverside Department of Environmental Health.

SECTION 31 09 13 Page 5

1.4.2.7 Inclinometers

Install inclinometer casings per plan.

1.4.3 Instrument Monitoring Plan

Provide a comprehensive Instrument Monitoring Plan containing the following:

a. Scope and purpose for instrumentation monitoring;

b. Existing site conditions that incorporates the pre-construction inspection, crack mapping, and floor level surveys (0.05 inch accuracy);

c. Types of instruments and individual identification numbers;

d. Monitoring responsibilities for each instrument (subcontractor or otherwise) and geotechnical reviewer responsibility;

e. Frequency of readings;

f. The threshold values, action levels and shutdown values for each instrument;

g. Action to be taken if threshold values are reached;

h. Communication flowchart with timeline for data collection, evaluation, and reporting;

i. Plan view of all instrument locations and numbering nomenclature.

1.4.4 Instrumentation Specialist

The Contractor must obtain the services of an Instrumentation Specialist.

The Contractor's Instrumentation Specialist will approve the design and installation of all instrumentation. The Instrumentation Specialist must have at least five years of comparable instrumentation experience and must be consulted to assist in preparation of the Instrumentation Installation Plan. Submit Instrumentation Specialist Qualifications that show the Instrumentation Specialist meets these requirements. Proper installation is critical to ensure reliable, dependable, and accurate data can be obtained throughout the construction period.

The Government reserves the right to have a Government instrumentation specialist present during instrumentation installation. Notify the Contracting Officer at least seven calendar days in advance of instrumentation installation. The presence of a Government instrumentation specialist will not relieve the Contractor of the responsibility to have a geotechnical instrumentation specialist present.

1.4.5 Instrumentation Acceptance

Prior to acceptance, the instrumentation must be tested by the Contractor's instrumentation specialist. If the instrument is damaged, obstructed, or not constructed as specified, a new instrument will be installed at no additional cost to the Government. If the instrument is damaged during construction, a new instrument will be installed at no additional cost to the Government.

The Government must have continual access to instrument locations and the Contractor's cooperation as needed in obtaining monitoring data, including the provision of Contractor assistance, when requested.

SECTION 31 09 13 Page 6

1.4.6 Training of Government Personnel

The instrumentation specialist must provide an Instrumentation Equipment and Training Plan to train a total of three U.S. Army Corps of Engineers personnel in the proper use of the instrumentation. The training must be comprehensive and focus on proper use of the equipment, use of the data interpretation software, to include data reduction and error correction.

Provide video recording of all aspects of the training for future users.

PART 2 PRODUCTS

2.1 SETTLEMENT MONUMENTS

Steel plates and shapes must be structural steel conforming to ASTM A36/A36M, galvanized or treated with a high ratio zinc silicate compound. Pipe for the settlement monuments must conform to ASTM A53/A53M.

Concrete must conform to the applicable requirements of Section 03 30 00 Cast-In-Place Concrete.

2.2 SETTLEMENT BASES AND PIPES

Steel reinforcing for the settlement base must conform to ASTM A706/A706M .

Concrete must conform to the applicable requirements of Section 03 30 00 Cast-In-Place Concrete. The settlement pipe must be 1.5 inches in diameter and conform to the standards of ASTM A53/A53M. The settlement pipe casing must be PVC, schedule 40.

2.3 VI BRATI ON MONI TORI NG SYSTEM

Provide an automated vibration monitoring (AVM) system with the capability to monitor vibration continuously, record, store, process, alert, and report the peak particle velocity (PPV) without the presence of an operator. The vibration monitoring system (VMS) must be protected and contained within a weatherproof enclosure and include an exterior solar panel.

The VMS must cont ai n a 35- wat t , t wo 100 Amp- hour bat t er i es, a l ockabl e st eel encl osur e a t r i axi al geophone wi t h 6 f eet cabl e, and must have mi ni mum vi br at i on vel oci t y or t r i gger l evel of 0. 5 i n/ second. The di mensi ons of t he VMS must be a mi ni mum of 31 x 21 x 18 i nch. The Vi br at i on Moni t or i ng Syst em must be capabl e of oper at i ng f or weeks or mont hs of oper at i on, dependi ng on t he envi r onment .

2.4 CRACK MONI TORS

Provide crack monitors whi ch det ect and r ecor d movement of cr acks i n concr et e, br i ck or masonr y st r uct ur es on as appropriate for the specific crack being monitored.

Cr ack moni t or s must have an over al l s i ze of 1. 25 x 5. 75 x 0. 25 i nches, wi t h a pl at e l engt h of 4 i nches. Gr i d s i ze wi l l be 1. 5 x 0. 75 i nches wi t h a di scr i mi nat i on of 0. 5 mi l l i met er . The maxi mum wi dt h hor i zont al movement of t he cr ack moni t or wi l l be 0. 75 i nches whi l e maxi mum ver t i cal movement wi l l be 0. 375 i nches. The coef f i c i ent of t her mal expansi on f or t he cr ack moni t or shoul d be 3. 80 x 10- 5 i nches/ i nches/ ° F.

2.5 SURFACE SETTLEMENT POINTS

Survey markers must be established by survey methods and located on the

SECTION 31 09 13 Page 7 existing adjacent CMU property walls, backyard hardscape of private homes at ground or below ground surface level to monitor any vertical or lateral movement may cause by construction activities.

2.6 GROUNDWATER MONITORING WELLS

Install new groundwater monitoring wells per plan.

2.7 INCLINOMETER

Submit inclinometer shop drawings for inclinometer casing installation and product detail/data sheets for i ncl i nomet er equi pment . The casi ng i s capabl e of wi t hst andi ng f or ces associ at ed wi t h over al l dept h of concr et e pl aced and equi pment used dur i ng concr et e pl acement . Submi t I ncl i nomet er Cal i br at i on Cer t i f i cat es f or t he i ncl i nomet er pr obe and di gi t al r eadout syst em pr i or t o t he use of t he equi pment dat a col l ect i on.

For i ncl i nomet er r eadi ngs t he i ncl i nomet er must ut i l i ze a dual Mi cr o El ect r o- Mechani cal Syst em t i l t sensor wi t h associ at ed equi pment . Sensor s must have a mi ni mum r ange of ±30 degr ees, wi t h a r epeat abi l i t y mar gi n of ±0. 003 degr ees. The I ncl i nomet er must have a r esol ut i on of 0. 0002 i nches al ong wi t h a t emper at ur e r at i ng of - 40 t o +158° F. I ncl i nomet er must be composed of st ai nl ess st eel wi t h wheel base of 24 i nches. Mi ni mum cabl e l engt h of 100 f eet .

2.8 OTHER EQUI PMENT

Furnish the following equipment or approved equivalents to the Government prior to the start of earthwork operations:

a. Fur ni sh t he f ol l owi ng dat a col l ect i on devi ce or appr oved equi val ent s t o t he Gover nment pr i or t o t he st ar t of ear t hwor k oper at i ons: a new, cur r ent year t abl et t hat has a cur r ent gener at i on mul t i cor e pr ocessor , al ong wi t h t he capaci t y t o connect t o wi - f i and wi r el ess devi ces. Devi ce shoul d have a r ugged shock- pr oof car r y i ng case, mul t i t ouch di spl ay al ong wi t h physi cal but t ons t o cont r ol t he power , vol ume and oper at i ng syst em navi gat i on. The oper at i ng syst em and dat a col l ect i on devi ce must be compat i bl e wi t h . pdf , . doc, . docx, . x l sx and ot her commonl y used f i l e f or mat s. The dat a col l ect i on devi ce must have a mi ni mum 8GB of RAM and a mi ni mum of 64 GB of SSD st or age, have mul t i pl e USB por t s, and have mi ni mum scr een si ze of 12 i nches.

b. New shear vane inspection kit must meet and conf or m t o ASTM D2573. The ki t shoul d i ncl ude f our s i zes of f our bl aded vanes 16 x32, 20x40,

25. 4x50. 8 mi l l i met er s and 50. 8x101. 6 mi l l i met er s. The r ange of t he vane shear i nst r ument shoul d be f r om 0 t o 260 ki l opascal , when t hr ee di f f er ent s i ze vanes ar e used. Accur acy shoul d be wi t hi n ±10% of t he r eadi ng. A " Dummy" vane shoul d al so be i ncl uded t o cal i br at e t heone met er l ong ext ensi on r ods f or t he ef f ect s of soi l f r i c t i on. The scal e bui l t i nt o t he handl e must hol d t he peak val ue unt i l r eset . The product will become property of the Government.

c. The pl at e l oad t est er must conf or m t o ASTM D1195 and ASTM D1196. The pl at e l oad t est er must be abl e t o det er mi ne t he modul us of def or mat i on.

The f i el d equi pment must show l oad set t l ement cur ves on a l i qui d cr yst al di spl ay. The pl at e l oad t est er must be abl e t o aut omat e eval uat i on and expor t dat a t o a t abl et or PC f or l oggi ng l oads and set t l ement s al ong wi t h

SECTION 31 09 13 Page 8 set t l ement cur ves. The pl at e l oad t est er must have a hydr aul i c pump wi t h a 100 ki l onewt on cyl i nder and an el ect r i cal l oad cel l wi t h a capaci t y of 50 k i l onewt ons. The t est i ng appar at us must come i n a cont ai ner t hat has a t ot al wei ght of no mor e t han 13. 2 k i l ogr ams wi t h t he appar at us wei ghi ng no mor e t han 8 k i l ogr ams. The pl at e l oad t est er must have a cont ai ner wi t h di mensi ons no gr eat er t han 460 x 340 x 210 mi l l i met er s. The t est i ng devi ce must have a measur i ng r ange up t o 25 mi l l i met er s wi t h a r esol ut i on of at l east 0. 01 mi l l i met er s. The l oad pl at e must have a t hi ckness of 25 mi l l i met er s al ong wi t h a di amet er of 300 mi l l i met er s and an adj ust abl e bubbl e di al . The pl at e l oad t est er must be capabl e of l oggi ng t he GPS l ocat i on of wher e t est s occur r ed. The new pl at e l oad t est er wi l l become pr oper t y of t he Gover nment af t er i ni t i al use.

PART 3 EXECUTION

3.1 SETTLEMENT MONUMENTS

3.1.1 General

Install settlement monuments as indicated. The settlement monuments may be slightly offset from specified locations if nearby structures interfere with locations, as approved by the Contracting Officer. Monuments will not be installed until all pavement, slope protection and related work has been completed.

3.1.2 Set t l ement Monument I nst al l at i on

Provide settlement monuments on the embankment as indicated. For settlement monuments located on the crest or toe, use 3 foot sections of 3/4-inch diameter aluminum alloy rod. Drive the rod, one section at a time, and couple sections of the rod tightly to the first and continue to drive the assembly. Hand tighten the sections and then apply another one-quarter turn with a wrench or wrenches. Repeat this procedure until the driving rate is near refusal or to a maximum depth of 6 feet below ground surface. The last rod section must be a 3-foot finned rod section driven such that its top is 3 inches below the surface.

Refusal is defined as the depth at which the rod refuses to drive further or until a driving rate of 60 seconds or less per foot is achieved with a power reciprocating rod driver with equivalent driving force of 26.9 foot-pounds/blow and an average of 2,500 blows per minute .

Finish the top surface of the concrete so that it slopes slightly away from the top of the access cover.

Unless otherwise specified herein, workmanship, galvanizing and welding must conform to the applicable requirements of Section 05 50 15 CIVIL WORKS FABRICATIONS. Concrete must be thoroughly consolidated and finished in a dome at the top of the pipe so it slopes slightly away from the top of the access cover.

3.1.3 Monument Cap

Provide a monument cap as indicated and that is compatible with the rod or pipe diameter and assembly. Drive the monument cap on the rod approximately 1 inch.

SECTION 31 09 13 Page 9

3.1.4 Settlement Monument Readings

Surveying must be to the same controls, vertical - nearest 1/1,000 foot, horizontal - nearest 1/1,000 foot, accuracy and precision as indicated in paragraph: Survey Monuments. As part of the Instrumentation Monitoring Report , submit a report to the Contracting Officer the horizontal and vertical location of each settlement monument with respect to established survey monuments at the time of installation and every 30 calendar days thereafter until completion of the contract. Submit readings on approved forms to the Contracting Officer no later than 24 hours after completion of a set of readings. Conduct operations in such a manner that the settlement monuments will not be disturbed or damaged. Replace or repair any settlement monument disturbed or damaged due to negligence on the Contractor's part and reestablish the correct horizontal and vertical locations, all at the Contractor's expense. Install monuments as soon as final grade of the slope in their location is completed.

3.1.5 Identification

Furnish and install identification for each instrumentation installation.

Settlement monuments must have an identification plate. The plate must be brass or stainless steel and will be attached to the protective covers as indicated. The plate must identify the instrument number assigned by the Government, installation date, and tip or base elevation as appropriate.

Stamp the information into the plate in letters and numbers not less than 1/2 inch in height. Include an engraved "+" or similar on the plate.

Submit a Plan of Identification , including sample identification tags and plates to the Contracting Officer for approval at least thirty (30) calendar days prior to installation.

3.2 SETTLEMENT BASES AND PIPES

3.2.1 General

Construct settlement bases, as indicated. Construct the slabs on approved foundation before any fill is placed. The exact location of the settlement bases may change and will be determined by the Contracting officer. The slabs must be level and finished to a tolerance of 3/8 inch as determined by a 10 foot straightedge.

3.2.2 Initial Survey

Conduct an initial survey of the settlement bases prior to covering.

Conduct the initial survey by a Land Surveyor licensed to practice in the State of California. Include xyz coordinates for the top of the slab at the center and all four corners. The survey must be in the same horizontal and vertical datum as the contract drawings. Provide the survey data to the Contracting Officer in both digital Microstation file format and hard copy.

3.2.3 Settlement Pipe Installation Details

Within two weeks of bringing the embankment fill to final grade, at each location, use an approved procedure to drill and case a vertical boring from the top of the embankment. Install a settlement pipe in each cased boring.