B08_Attach_2_DrawingSet_100Pct_20190402.pdf

PDF 30 MB Posted

Attached to
Scorpion Pier Replacement Federal contract opportunity
Solicitation number
140P2019R0011
Issued by
Department of the Interior National Park Service National Office

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Solicitation 140P2019R0011 Drawings

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Other files for this federal contract opportunity

Other files attached to Scorpion Pier Replacement, newest first.
File Type Posted
B09_140P2019R0011_Amend_4_20190617_Final.pdf PDF
B09_140P2019R0011_Amend_3_20190606.pdf PDF
ATTACH_11_Transmittal-Submittal__11_R-3_Gangway_Shop_Drawings.pdf PDF
ATTACH_10_R3_Scorpion_Pier_Cert_34219WQ02_final.pdf PDF
SF30_Amend2_140P2019R0011.pdf PDF
Attach_4_RVSD_SPEC_01_50_00_-_Temporary_Facilities_and_Controls_Addendum1_05-21-2019.pdf PDF
Attach_1_Anticipated_Arrangement_&_Temporary_Pile_Plan.pdf PDF
140P2019R0011_Amend_1_20190524.pdf PDF
Attach_3_RVSD_SPEC_01_35_13.22_-_Archaeological_Protection_Addendum1_05-21-2019.pdf PDF
Attach_7_Supplemental_Info-PermitApplicationFile_ScorpionPier.pdf PDF
Attach_9_Supplemental_Info-ScorpionPier_Archaeological_Testing__Report__Final_8-10-17.pdf PDF
Attach_6_Supplemental_Info-CD-0004-17_Conditional_Concurrence_and_Adopted_Findings.pdf PDF
Attach_5_Supplemental_Info-Tech_Report-Scorpion_Pier_Coastal_Engr_Analysis__03-15-11.pdf PDF
Attach_8_Supplemental_Info-ScorpionPier_Geotechnical_Report_092418.pdf PDF
Attach_2_Existing_Asbuilts.jpeg JPEG file
B08_Attach_1_Specifications_100_Pct_05-03-2019.pdf PDF
B08_Attach_5_ContractPriceSchedule.xlsx XLSX spreadsheet
B08_Attach_5_Bonds_SF24-16.pdf PDF
B08_Attach_3_DOL_Wage_Determ_CA15.pdf PDF
B08_Attach_5_Proposal_Submisison_Pkg_Vol_II.docx DOCX document
B08_Attach_5_LmtOnSubconRpt_REQD.xlsx XLSX spreadsheet
B08_Attach_4_Proposal_Submisison_Pkg_Vol_I.docx DOCX document
B08_Solit_140P2019R0011_SF_1442_&_Clauses.pdf PDF
B08_Attach_6_Geotech_Investigation_Report_073118_FINAL.pdf PDF
B08_Attach_7_100_Percent_Structural_Design_Calcs_040319.pdf PDF
Show all 25

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SCALE OF METERS

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SCALE OF FEET

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ANACAPA ISLAND

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WEST ANACAPA ISLAND

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PEAK

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SUMMIT

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CAMEL

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MORSE

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EAST ANACAPA ISLAND

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MIDDLE ANACAPA ISLAND

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SANTA CRUZ ISLAND

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BOWEN

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MUSEUM

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ISLAND

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SUTIL

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CASTLE

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AREA

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FOREST

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CALICHE

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SIMONTON

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COVE

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LANDING

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HARRIS

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MOUNTAIN

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SITE

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MONUMENT

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TWIN

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MOUNTAIN

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SOLEDAD

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BROCKWAY

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SANTA BARBARA ISLAND

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ARCH

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MUSEUM

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SANTA ROSA ISLAND

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FORD

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EAST

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OLD

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AREA

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SKUNK

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BUILDING

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MAINTENANCE

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CARRINGTON

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NATIONAL PARK

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CHANNEL ISLANDS

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SAN MIGUEL

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ISLAND

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SAN CLEMENTE

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OCEAN

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PACIFIC

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SAN NICOLAS

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ISLAND

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LOS ANGELES

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ISLAND

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BARBARA

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SANTA

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ANACAPA

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ISLAND

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ISLAND

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SANTA CRUZ

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SANTA ROSA

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ISLAND

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ISLAND

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CATALINA

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SANTA

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MAINLAND

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HQ.

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BARBARA

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SANTA

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PARK HEADQUARTERS AREA

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NO SCALE

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SPINNAKER DR.

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V.C. & HQ.

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THOMPSON

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MAIN STREET

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AVE.

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SEAWARD

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HARBOR

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AVENUE

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OLIVAS PARK

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DRIVE

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BLVD.

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VENTURA

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SCALE OF MILES

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ROAD OR TRAIL

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VISITOR CENTER

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ALL-WEATHER ROAD

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PRIMARY 4-WHEEL-DRIVE ROAD

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CAMPSITE

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RANGER STATION

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PARK HEADQUARTERS

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AIRSTRIP

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SECONDARY 4-WHEEL-DRIVE

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LIGHTHOUSE

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RESTROOMS

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CHANNEL ISLANDS NATIONAL PARK

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HQ.

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LEGEND

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THE CHANNEL ISLANDS NATIONAL PARK

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OWNED. CHECK WITH PARK OFFICIALS

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ISLANDS NATIONAL PARK IS GOVERNMENT

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NOT ALL LAND WITHIN THE CHANNEL

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FROM THE SHORE OF EACH ISLAND.

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BOUNDARY EXTENDS 1 NAUTICAL MILE

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FOR LIMITATIONS.

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NOTE

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CHANNEL ISLANDS NATIONAL PARK

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PACIFIC WEST

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SOUTHERN

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CALIFORNIA

AutoCAD SHX Text REGIONAL MAP 159/20,000 9/78; 159/20,005 10/78; PARK MINI FOLDER 1996; COVER SHEET REVISED & REDRAWN 12/96. UPDATED 10/98. SGS.

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THIS PROJECT

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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OF

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SHEET

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SCORPION PIER REPLACEMENT

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SANTA CRUZ ISLAND

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VENTURA

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CALIFORNIA

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100% CONSTRUCTION DRAWINGS

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IMAGES: ..\BASES\FRED_PESTAMP_2020-0930_SIGNED.JPG;

AutoCAD SHX Text 3/28/19 15:54 RRAZONABLE R22 H:\AUTOCAD PROJECT FILES\_PROJECTS\1422-FFA NPS_ PWR-SF SEA MABO\SCORPION PIER-PLANNING\CONSTRUCTION DRAWINGS\CHIS\174354\DRAWINGS\GEN\CHIS-COVER.DWG XREFS: ..\BASES\CHISBASE.DWG; ..\BASES\X-DRAWING NOTE.DWG;

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SHEET

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SUB SHEET

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TITLE OF SHEET

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%%UINDEX

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SOME DRAWINGS REQUIRE COLOR PRINTING

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100%%% CONSTRUCTION DRAWINGS

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AutoCAD SHX Text 1 COVER SHEET COVER SHEET 2 G1 PROJECT OVERVIEW SITE PLAN G1 PROJECT OVERVIEW SITE PLAN PROJECT OVERVIEW SITE PLAN 3 G2 CONSTRUCTION CAMPSITES G2 CONSTRUCTION CAMPSITES CONSTRUCTION CAMPSITES 4 G3 CONTRACTOR'S LAYDOWN AREA G3 CONTRACTOR'S LAYDOWN AREA CONTRACTOR'S LAYDOWN AREA 5 D1 DEMOLITION PLAN D1 DEMOLITION PLAN DEMOLITION PLAN 6 C1 GENERAL NOTES C1 GENERAL NOTES GENERAL NOTES 7 C2 GENERAL ABBREVIATIONS C2 GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS 8 C3 BORING LOGS 1 C3 BORING LOGS 1 BORING LOGS 1 9 C4 BORING LOGS 2 C4 BORING LOGS 2 BORING LOGS 2 10 C5 CONTROL PLAN C5 CONTROL PLAN CONTROL PLAN 11 C6 PIER APPROACH ROADWAY PLAN AND PROFILE C6 PIER APPROACH ROADWAY PLAN AND PROFILE PIER APPROACH ROADWAY PLAN AND PROFILE 12 C7 PRELOAD FILL PLAN LIMITS C7 PRELOAD FILL PLAN LIMITS PRELOAD FILL PLAN LIMITS 13 C8 PRELOAD FILL SECTION C8 PRELOAD FILL SECTION PRELOAD FILL SECTION 14 C9 PIER APPROACH ROADWAY CROSS SECTIONS 1 C9 PIER APPROACH ROADWAY CROSS SECTIONS 1 PIER APPROACH ROADWAY CROSS SECTIONS 1 15 C10 PIER APPROACH ROADWAY CROSS SECTIONS 2 C10 PIER APPROACH ROADWAY CROSS SECTIONS 2 PIER APPROACH ROADWAY CROSS SECTIONS 2 16 C11 ROADWAY DETAILS C11 ROADWAY DETAILS ROADWAY DETAILS 17 A1 PIER PLAN A1 PIER PLAN PIER PLAN 18 A2 PIER ELEVATIONS A2 PIER ELEVATIONS PIER ELEVATIONS 19 A3 LIFT PLATFORM PLAN, ELEVATIONS, & SECTION A3 LIFT PLATFORM PLAN, ELEVATIONS, & SECTION LIFT PLATFORM PLAN, ELEVATIONS, & SECTION 20 A4 PIER DETAILS A4 PIER DETAILS PIER DETAILS 21 S1 STRUCTURAL NOTES S1 STRUCTURAL NOTES STRUCTURAL NOTES 22 S2 PILING PLAN 1 AND SCHEDULE S2 PILING PLAN 1 AND SCHEDULE PILING PLAN 1 AND SCHEDULE 23 S3 PILING PLAN 2 S3 PILING PLAN 2 PILING PLAN 2 24 S4 PILE DETAILS S4 PILE DETAILS PILE DETAILS 25 S5 PIER FRAMING PLAN S5 PIER FRAMING PLAN PIER FRAMING PLAN 26 S6 PIER SECTIONS S6 PIER SECTIONS PIER SECTIONS 27 S7 PIER FRAMING DETAILS 1 S7 PIER FRAMING DETAILS 1 PIER FRAMING DETAILS 1 28 S8 PIER FRAMING DETAILS 2 S8 PIER FRAMING DETAILS 2 PIER FRAMING DETAILS 2 29 S9 MISCELLANEOUS DETAILS 1 S9 MISCELLANEOUS DETAILS 1 MISCELLANEOUS DETAILS 1 30 S10 MISCELLANEOUS DETAILS 2 S10 MISCELLANEOUS DETAILS 2 MISCELLANEOUS DETAILS 2 31 S11 MISCELLANEOUS DETAILS 3 S11 MISCELLANEOUS DETAILS 3 MISCELLANEOUS DETAILS 3 32 S12 LADDER DETAILS S12 LADDER DETAILS LADDER DETAILS 33 S13 GANGWAY PLAN, ELEVATION, & SECTION S13 GANGWAY PLAN, ELEVATION, & SECTION GANGWAY PLAN, ELEVATION, & SECTION 34 S14 GEN SET PLATFORM FRAMING PLAN & DETAILS S14 GEN SET PLATFORM FRAMING PLAN & DETAILS GEN SET PLATFORM FRAMING PLAN & DETAILS 35 M1 REEVING ISOMETRIC M1 REEVING ISOMETRIC REEVING ISOMETRIC 36 M2 REEVING LAYOUT M2 REEVING LAYOUT REEVING LAYOUT 37 M3 PIER-SIDE SHEAVE HOUSING M3 PIER-SIDE SHEAVE HOUSING PIER-SIDE SHEAVE HOUSING 38 M4 BOAT-SIDE SHEAVE HOUSING M4 BOAT-SIDE SHEAVE HOUSING BOAT-SIDE SHEAVE HOUSING 39 E1 CONTROL PANEL LAYOUT E1 CONTROL PANEL LAYOUT CONTROL PANEL LAYOUT 40 E2 ONE LINE DIAGRAM E2 ONE LINE DIAGRAM ONE LINE DIAGRAM 41 E3 WINCH CONTROL LOGIC E3 WINCH CONTROL LOGIC WINCH CONTROL LOGIC 42 E4 RADIO CONTROL LOGIC E4 RADIO CONTROL LOGIC RADIO CONTROL LOGIC 43 E5 POWER CONDUIT & CABLING DIAGRAM E5 POWER CONDUIT & CABLING DIAGRAM POWER CONDUIT & CABLING DIAGRAM 44 E6 CONTROL CONDUIT & CABLING DIAGRAM E6 CONTROL CONDUIT & CABLING DIAGRAM CONTROL CONDUIT & CABLING DIAGRAM 45 E7 CONDUIT SCHEMATICS E7 CONDUIT SCHEMATICS CONDUIT SCHEMATICS 46 E8 CONDUIT RUNS E8 CONDUIT RUNS CONDUIT RUNS 47 E9 GENERATOR PLAN VIEW E9 GENERATOR PLAN VIEW GENERATOR PLAN VIEW 48 E10 GENERATOR ARRANGEMENT E10 GENERATOR ARRANGEMENT GENERATOR ARRANGEMENT

3-12-19

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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PROJECT OVERVIEW

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SITE PLAN

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CHANNEL ISLANDS NATIONAL PARK

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AutoCAD SHX Text IMAGES: \\HUNTINGTON1\HUNTINGTON\AUTOCAD PROJECT FILES\_PROJECTS\1422-FFA NPS_ PWR-SF SEA MABO\SCORPION PIER-PLANNING\CONSTRUCTION DRAWINGS\CHIS\174354\DRAWINGS\GEN\SCORPION PIER GOOGLEEARTHPROAPRIL2013.JPG;

AutoCAD SHX Text 3/12/19 13:20 RRAZONABLE R22 H:\AUTOCAD PROJECT FILES\_PROJECTS\1422-FFA NPS_ PWR-SF SEA MABO\SCORPION PIER-PLANNING\CONSTRUCTION DRAWINGS\CHIS\174354\DRAWINGS\GEN\G1 PROJECT OVERVIEW.DWG XREFS: ..\BASES\XC-PLAN.DWG; ..\BASES\XS-PLAN PIER.DWG; ..\BASES\X-DRAWING NOTE.DWG;

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PROPOSED CONTRACTOR'S CAMPSITE SEE SHEET G2

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PROPOSED CONTRACTOR'S LAYDOWN AREA SEE SHEET G3

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PROPOSED PIER APPROACH ROAD SEE SHEET C4

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PROPOSED PIER SEE SHEET A1

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EXISTING PIER

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SCALE OF FEET

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SCORPION CREEK

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PROPOSED POST CONSTRUCTION MATERIAL STORAGE

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PROPOSED STOCKPILE MATERIAL STORAGE, SEE COORDINATES TABLE ON THIS SHEET

AutoCAD SHX Text HORIZONTAL DATUM: NAD83, CALIFORNIA STATE NAD83, CALIFORNIA STATE PLANE, ZONE V, U.S. FEET VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) MEAN LOWER LOW WATER (MLLW)

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NORTHING

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EASTING

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PROPOSED EQUIPMENT STORAGE

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NORTHING

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EASTING

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PROPOSED STOCKPILE MATERIAL STORAGE

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NORTHING

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EASTING

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PROPOSED EQUIPMENT STORAGE, SEE COORDINATES TABLE ON THIS SHEET

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PROPOSED POST CONSTRUCTION MATERIAL STORAGE, SEE COORDINATES TABLE ON THIS SHEET

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SCORPION RANCH PROTECT-IN-PLACE

AutoCAD SHX Text NOTES: 1. NO WORK OR EQUIPMENT SHALL ACCESS OR IMPACT NO WORK OR EQUIPMENT SHALL ACCESS OR IMPACT SCORPION CREEK FLOODPLAIN EXCEPT TO CONSTRUCT ROADWAY PRE-LOAD FILL. CREEK CROSSINGS SHALL BE AT EXISTING DESIGNATED CROSSINGS AND AT BEACH. 2. USE EXISTING TRAILS AND ACCESS ROADS FOR ALL USE EXISTING TRAILS AND ACCESS ROADS FOR ALL TRAVEL BETWEEN CONTRACTOR'S CAMPSITE, LAYDOWN AND EQUIPMENT STORAGE AREAS, STOCKPILE YARDS, AND WORK SITE. 3. NO WORK SHALL OCCUR ON BEACH EXCEPT AS NEEDED NO WORK SHALL OCCUR ON BEACH EXCEPT AS NEEDED TO LAND EQUIPMENT AND SUPPLIES, ACCESS PIER, AND ACCESS LAYDOWN AREA. 4. CONTRACTOR SHALL RESTORE SITE GRADING TO CONTRACTOR SHALL RESTORE SITE GRADING TO PRECONSTRUCTION CONDITIONS ONCE CONSTRUCTION IS COMPLETE, INCLUDING, BUT NOT LIMITED TO, REVEGETATION WITH NATIVE PLANTS AFTER DEMOBILIZATION OF ALL MATERIALS, EQUIPMENT, AND TEMPORARY FACILITIES AND FENCING. 5. HELICOPTER LANDING ZONE MAY BE USED FOR MEDICAL HELICOPTER LANDING ZONE MAY BE USED FOR MEDICAL AND OTHER EMERGENCY EVACUATIONS AND WHEN OCEAN CONDITIONS MAKE TRAVEL ON WATER UNSAFE.

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AERIAL IMAGERY: GOOGLE EARTH PRO, GOOGLE EARTH PRO, EXPOSURE DATE APRIL 2013

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SOME DRAWINGS REQUIRE COLOR PRINTING

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100%%% CONSTRUCTION DRAWINGS

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EXISTING HELICOPTER LANDING ZONE

EXISTING NPS HOUSING/ MAINTENANCE YARD

31.0

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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CONSTRUCTION CAMPSITES

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CHANNEL ISLANDS NATIONAL PARK

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AutoCAD SHX Text XREFS: ..\BASES\XC-PLAN.DWG; ..\BASES\XSU TOPO SCI_2017.DWG; ..\BASES\XSCORPION_PT_COMPOSITE_1FT_CONTOURS-FEET.DWG; ..\BASES\XNPSTOPO.DWG; ..\BASES\X-DRAWING NOTE.DWG;

AutoCAD SHX Text 3/12/19 13:21 RRAZONABLE R22 H:\AUTOCAD PROJECT FILES\_PROJECTS\1422-FFA NPS_ PWR-SF SEA MABO\SCORPION PIER-PLANNING\CONSTRUCTION DRAWINGS\CHIS\174354\DRAWINGS\GEN\G2 CAMPSITE.DWG

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AutoCAD SHX Text HORIZONTAL DATUM: NAD83, CALIFORNIA STATE NAD83, CALIFORNIA STATE PLANE, ZONE V, U.S. FEET VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) MEAN LOWER LOW WATER (MLLW)

NOTES: 1. GOVERNMENT WILL PROVIDE WATER AND SEWER SERVICE GOVERNMENT WILL PROVIDE WATER AND SEWER SERVICE TO WITHIN 5 FEET OF CAMPSITES. CONTRACTOR SHALL DESIGN/BUILD FINAL CONNECTIONS TO AND WITHIN CAMPSITES. 2. CONTRACTOR SHALL PROTECT-IN-PLACE ALL EXISTING CONTRACTOR SHALL PROTECT-IN-PLACE ALL EXISTING FACILITIES INCLUDING, BUT NOT LIMITED TO, FENCES, FAUCETS, BENCHES, PICNIC TABLES, STORAGE LOCKERS, AND MARKERS. FACILITIES DAMAGED BY CONTRACTOR SHALL BE REPLACED IN-LIKE-KIND TO THE SATISFACTION OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 3. CONTRACTOR SHALL SECURE ALL TRAILERS TO PREVENT CONTRACTOR SHALL SECURE ALL TRAILERS TO PREVENT ACCESS BY WILDLIFE, INCLUDING FOXES. ALL MATERIALS KEPT IN THE OPEN SHALL BE ENCLOSED WITH TEMPORARY CHAIN-LINK FENCE WITH FABRIC WIND SCREEN. FENCE SHALL BE CAPABLE OF WITHSTANDING WINDS OF 70 MPH. FENCE TO BE SECURED TO PREVENT WILDLIFE ENTRY. MAINTENANCE OF TEMPORARY FACILITIES IS ENTIRELY THE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR SHALL IMPLEMENT EROSION CONTROL CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES AT CAMPSITES AND ACCESS ROADS TO PREVENT EROSION AND MINIMIZE SEDIMENTATION FROM STORM WATER RUNOFF. 5. CONTRACTOR SHALL RESTORE SITE GRADING TO CONTRACTOR SHALL RESTORE SITE GRADING TO PRECONSTRUCTION CONDITIONS ONCE CONSTRUCTION IS COMPLETE, INCLUDING, BUT NOT LIMITED TO, REVEGETATION WITH NATIVE PLANTS AFTER DEMOBILIZATION OF ALL MATERIALS, EQUIPMENT, AND TEMPORARY FACILITIES AND FENCING.

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AutoCAD SHX Text XREFS: ..\BASES\XC-PLAN.DWG; ..\BASES\XSU TOPO SCI_2017.DWG; ..\BASES\XSCORPION_PT_COMPOSITE_1FT_CONTOURS-FEET.DWG; ..\BASES\XNPSTOPO.DWG; ..\BASES\X-DRAWING NOTE.DWG;

AutoCAD SHX Text 3/12/19 13:22 RRAZONABLE R22 H:\AUTOCAD PROJECT FILES\_PROJECTS\1422-FFA NPS_ PWR-SF SEA MABO\SCORPION PIER-PLANNING\CONSTRUCTION DRAWINGS\CHIS\174354\DRAWINGS\GEN\G3 LAYDOWN AREA.DWG

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AutoCAD SHX Text HORIZONTAL DATUM: NAD83, CALIFORNIA STATE NAD83, CALIFORNIA STATE PLANE, ZONE V, U.S. FEET VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) MEAN LOWER LOW WATER (MLLW)

NOTES: 1. CONTRACTOR SHALL PROTECT-IN-PLACE ALL EXISTING CONTRACTOR SHALL PROTECT-IN-PLACE ALL EXISTING FACILITIES INCLUDING, BUT NOT LIMITED TO, FENCES, FAUCETS, BENCHES, PICNIC TABLES, STORAGE LOCKERS, AND MARKERS. FACILITIES DAMAGED BY CONTRACTOR SHALL BE REPLACED IN-LIKE-KIND TO THE SATISFACTION OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 2. CONTRACTOR SHALL SECURE ALL TRAILERS TO CONTRACTOR SHALL SECURE ALL TRAILERS TO PREVENT ACCESS BY WILDLIFE, INCLUDING FOXES. ALL MATERIALS KEPT IN THE OPEN SHALL BE ENCLOSED WITH TEMPORARY CHAIN-LINK FENCE WITH FABRIC WIND SCREEN. FENCE SHALL BE CAPABLE OF WITHSTANDING WINDS OF 70 MPH. FENCE TO BE SECURED TO PREVENT WILDLIFE ENTRY. MAINTENANCE OF TEMPORARY FACILITIES IS ENTIRELY THE RESPONSIBILITY OF THE CONTRACTOR. 3. CONTRACTOR SHALL IMPLEMENT EROSION CONTROL CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES AT CAMPSITES AND ACCESS ROADS TO PREVENT EROSION AND MINIMIZE SEDIMENTATION FROM STORM WATER RUNOFF. 4. CONTRACTOR SHALL RESTORE SITE GRADING TO CONTRACTOR SHALL RESTORE SITE GRADING TO PRECONSTRUCTION CONDITIONS ONCE CONSTRUCTION IS COMPLETE, INCLUDING, BUT NOT LIMITED TO, REVEGETATION WITH NATIVE PLANTS AFTER DEMOBILIZATION OF ALL MATERIALS, EQUIPMENT, AND TEMPORARY FACILITIES AND FENCING.

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AutoCAD SHX Text XREFS: ..\BASES\XSU TOPO SCI_2017.DWG; ..\BASES\XSCORPION_PT_COMPOSITE_1FT_CONTOURS-FEET.DWG; ..\BASES\X-DRAWING NOTE.DWG;

AutoCAD SHX Text 3/12/19 13:23 RRAZONABLE R22 H:\AUTOCAD PROJECT FILES\_PROJECTS\1422-FFA NPS_ PWR-SF SEA MABO\SCORPION PIER-PLANNING\CONSTRUCTION DRAWINGS\CHIS\174354\DRAWINGS\GEN\D1 DEMO PLAN.DWG

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AutoCAD SHX Text DEMOLITION NOTES: 1. EXISTING PIER SHALL REMAIN IN PLACE UNTIL EXISTING PIER SHALL REMAIN IN PLACE UNTIL EXISTING ALUMINUM GANGWAY IS RELOCATED TO NEW PIER AT THE LAST STAGE ON NEW PIER CONSTRUCTION WITH THE INTENT OF KEEPING IT IN SERVICE FOR THE MAXIMUM AMOUNT OF TIME. NO DEMOLITION OF EXISTING STRUCTURES SHALL OCCUR PRIOR TO GANGWAY RELOCATION. 2. ANY DAMAGE TO THE EXISTING GANGWAY CAUSED BY ANY DAMAGE TO THE EXISTING GANGWAY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 3. EXISTING CONCRETE PLATFORM IS BUILT ATOP A EXISTING CONCRETE PLATFORM IS BUILT ATOP A ROCK OUTCROPPING. CONTRACTOR SHALL AVOID DAMAGE TO ROCK OUTCROPPING. AT A MINIMUM, CONTRACTOR SHALL REMOVE CONCRETE COVER AND STEEL REINFORCING TO BOTTOM LAYER OF REINFORCING. DO NOT REMOVE CONCRETE BELOW BOTTOM LAYER OF REINFORCING IF DAMAGE TO ROCK OUTCROPPING OCCURS. THE INTENT OF THE DEMOLITION PROCESS IS TO RETURN THE SUPPORTING GEOLOGY TO ITS ORIGINAL, UNALTERED CONDITION, BUT AT THE SAME TIME LIMITING DAMAGE TO THE ORIGINAL GEOLOGY.

AutoCAD SHX Text RELOCATE EXISTING 92' ALUMINUM GANGWAY/BRIDGE SEE SHEET S13 FOR GANGWAY/BRIDGE RETROFIT

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REMOVE EXISTING CONCRETE PLATFORM, SEE NOTE 3

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REMOVE, STOCKPILE, AND REINSTALL ALL SIGNAGE

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GENERAL NOTES:

AutoCAD SHX Text A. GENERAL GENERAL 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS. 2. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR REPRESENTATIVE ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. CONTRACTOR MUST ENGAGE LICENSED ENGINEERS (STATE OF CONTRACTOR MUST ENGAGE LICENSED ENGINEERS (STATE OF CALIFORNIA) FOR ALL DESIGN/BUILD PROJECT COMPONENTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL CONDITIONS CONTAINED IN PROJECT RELATED PERMITS AND IN OBTAINING ANY OTHER PERMITS THAT MAY BE REQUIRED. 5. CONTRACTOR SHALL CONDUCT FIELD REVIEW AND VERIFY ALL CONTRACTOR SHALL CONDUCT FIELD REVIEW AND VERIFY ALL LINES, LEVELS AND CONDITIONS PRIOR TO BEGINNING OF ANY WORK. SUBMIT TO CONTRACTING OFFICER A LIST OF IDENTIFIED PROBLEM AREAS. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND SITE CONSTRAINTS. 6. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 7. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 8. VISITING PUBLIC MAY BE IN THE VICINITY OF THE PROJECT VISITING PUBLIC MAY BE IN THE VICINITY OF THE PROJECT DURING CONSTRUCTION. CONTRACTOR SHALL INSTALL BARRICADES ON TRAILS AND BUOYS IN THE WATER TO PROVIDE A SAFE CONSTRUCTION SITE AT ALL TIMES. 9. EXISTING FACILITIES INCLUDING, BUT NOT LIMITED TO, THE EXISTING FACILITIES INCLUDING, BUT NOT LIMITED TO, THE PARK, ROADS, WALLS, FENCES AND STRUCTURES DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO MATCH ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER WITHOUT ADDITIONAL COST TO THE GOVERNMENT. B. PARK NOTES PARK NOTES 1. BE AWARE THAT THE PARK IS WITHIN THE CHANNEL ISLANDS BE AWARE THAT THE PARK IS WITHIN THE CHANNEL ISLANDS NATIONAL MARINE SANCTUARY, AND THE PROJECT SITE IS WITHIN A STATE MARINE RESERVE. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN OR NEAR COASTAL WATERS TO AVOID BIOLOGICAL DISTURBANCE. SEE SPECIFICATION SECTION 01 40 10 - BIO SECURITY FOR ADDITIONAL REQUIREMENTS. 2. BE AWARE THAT THE PARK IS A CULTURAL AND BE AWARE THAT THE PARK IS A CULTURAL AND ARCHEOLOGICAL SITE WITH POTENTIAL NATIVE AMERICAN REMAINS AND ARTIFACTS. CONTRACTOR SHALL USE EXTREME CAUTION WHEN PERFORMING WORK AND TRANSITING ON LAND. SEE SPECIFICATION SECTION 01 35 13.22 - ARCHEOLOGICAL PROTECTION FOR ADDITIONAL REQUIREMENTS. 3. BE AWARE THAT A SEISMIC FAULT BISECTS THE NEW PIER BE AWARE THAT A SEISMIC FAULT BISECTS THE NEW PIER ALIGNMENT. 4. UNFORESEEABLE FIRE, GEO-HAZARD CONDITIONS, HEAVY RAINS, UNFORESEEABLE FIRE, GEO-HAZARD CONDITIONS, HEAVY RAINS, DISCOVERY OF NEW CULTURAL RESOURCE SITES OR OBJECTS, OR PRESENCE OF SPECIAL STATUS SPECIES NOT PREVIOUSLY DOCUMENTED COULD PROMPT CONTRACTING OFFICER TO SUSPEND CONSTRUCTION ACTIVITIES FOR SAFETY REASONS AT NO COST TO THE GOVERNMENT, OR THEIR REPRESENTATIVES. 5. NO EXCAVATION OF EXISTING SOILS, ROCKS, OR CLIFFS IS NO EXCAVATION OF EXISTING SOILS, ROCKS, OR CLIFFS IS ALLOWED. ONLY EXCAVATION ASSOCIATED WITH PILE AUGERING AT DESIGNATED LOCATIONS IS PERMITTED. 6. THE CONTRACTOR SHALL RESTORE DAMAGE CAUSED BY THE CONTRACTOR SHALL RESTORE DAMAGE CAUSED BY CONTRACTOR'S OPERATIONS TO ORIGINAL CONDITION OR BETTER AT CONTRACTOR'S OWN EXPENSE. ALL RESTORATION WORK IS TO BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. C. CONSTRUCTION CONSTRUCTION 1. CONSTRUCTION ELEMENTS WILL REQUIRE PERFORMANCE OF CONSTRUCTION ELEMENTS WILL REQUIRE PERFORMANCE OF PRE-CONSTRUCTION SURVEYS. 2. HOURS OF WORK: SEE SPECIFICATIONS. HOURS OF WORK: SEE SPECIFICATIONS. 3. CONTRACTOR SHALL MAINTAIN FREQUENT COMMUNICATIONS, AT CONTRACTOR SHALL MAINTAIN FREQUENT COMMUNICATIONS, AT LEAST DAILY, WITH THE ON-SITE CONTRACTING OFFICER OR HIS/HER AUTHORIZED REPRESENTATIVE TO DISCUSS DETAILS OF IMPLEMENTATION, ORDER OF WORK, METHODS OF MINIMIZING ENVIRONMENTAL IMPACTS AND OTHER RELEVANT COMPONENTS OF CONSTRUCTION. THERE WILL BE COMMUNICATION WITH THE CONTRACTOR'S ENVIRONMENTAL MONITOR AT LEAST ONCE PER WEEK EITHER IN A MEETING WITH THE CONTRACTING OFFICER AND CONTRACTOR REPRESENTATIVE OR INDIRECTLY THROUGH THE CONTRACTING OFFICER. 4. THE CONTRACTING OFFICER WILL DOCUMENT DESIGNATED THE CONTRACTING OFFICER WILL DOCUMENT DESIGNATED ROUTES AND ENTRY POINTS FOR ACCESS TO THE SITE BY PERSONNEL AND EQUIPMENT. NO OTHER ROUTE MAY BE USED WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SIGNS, BARRICADES, AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVEYANCE, AND SAFETY OF THE PUBLIC. 5. CLEANING, TRASH, DEBRIS, AND STORAGE CLEANING, TRASH, DEBRIS, AND STORAGE 5.1. THE SITE SHALL BE KEPT FREE OF TRASH AT ALL TIMES. ALL THE SITE SHALL BE KEPT FREE OF TRASH AT ALL TIMES. ALL ITEMS USED FOR CONSTRUCTION PURPOSES SHALL BE REMOVED FROM THE SITE AT THE COMPLETION OF CONSTRUCTION. 5.2. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT OUTSIDE DESIGNATED AREAS WILL NOT BE PERMITTED. 5.3. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED OR RINSED ONTO UNIMPROVED LAND, BEACH, CREEK, OR OCEAN. 5.4. CONTRACTOR SHALL PROVIDE A CONTAINED AND COVERED CONTRACTOR SHALL PROVIDE A CONTAINED AND COVERED AREA ON-SITE WHICH SHALL BE USED FOR STORAGE OF CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS, PESTICIDES, OR ANY OTHER MATERIALS THAT HAVE POTENTIAL FOR BEING DISCHARGED INTO THE ENVIRONMENT BY WIND OR IN THE EVENT OF A MATERIAL SPILL. 5.5. ALL TEMPORARY CONSTRUCTION STOCKPILES SHALL BE ALL TEMPORARY CONSTRUCTION STOCKPILES SHALL BE SECURELY COVERED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS. 5.6. ALL CONCRETE OPERATIONS SHALL NOT DISCHARGE WASH ALL CONCRETE OPERATIONS SHALL NOT DISCHARGE WASH WATER INTO THE PARK, SCORPION CREEK, OR THE WATERS OF PACIFIC OCEAN. 6. ANY DEVIATIONS FROM PLANS AND SPECIFICATIONS NEEDS TO ANY DEVIATIONS FROM PLANS AND SPECIFICATIONS NEEDS TO BE APPROVED BY THE ENGINEER AND CONTRACTING OFFICER PRIOR TO IMPLEMENTATION. 7. SHOULD DISCREPANCIES EXIST BETWEEN ANY ACTUAL SHOULD DISCREPANCIES EXIST BETWEEN ANY ACTUAL ELEVATIONS OR HORIZONTAL POSITIONS AND THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. D. PERMITTING PERMITTING 1. THE CONTRACTOR SHALL COMPLETELY REVIEW, BE FAMILIAR THE CONTRACTOR SHALL COMPLETELY REVIEW, BE FAMILIAR WITH AND ADHERE TO THE TERMS OF ALL PERMITS AND AGENCY APPROVALS FOR THIS PROJECT. THE CONTRACTING OFFICER WILL BE RESPONSIBLE FOR SECURING AND PROVIDING THE U.S. ARMY CORPS OF ENGINEERS SECTION 10 AND 404 PERMITS AND THE REGIONAL WATER QUALITY CONTROL BOARD PERMIT. COPIES OF ALL PERMITS ARE AVAILABLE FROM THE CONTRACTING OFFICER AND WILL REMAIN AT THE PROJECT SITE THROUGHOUT THE DURATION OF CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR ACQUISITION OF AND CONTRACTOR IS RESPONSIBLE FOR ACQUISITION OF AND COMPLIANCE WITH ANY RELEVANT PERMITS AS NEEDED FOR THE PROPOSED CONSTRUCTION ACTIVITIES INCLUDING, BUT NOT LIMITED TO, TRAFFIC AND ENCROACHMENT PERMITS RELATED TO THE DELIVERY AND HAULING OF CONSTRUCTION EQUIPMENT AND MATERIALS, AND TRAFFIC CONTROL MEASURES (TRAFFIC SAFETY PLAN). THE CONTRACTOR MUST FOLLOW ALL PERTINENT REQUIREMENTS FOR HAULING LARGE VEHICLES OR EQUIPMENT TO THE PROJECT SITE. IF A COUNTY, STATE, OR CITY ROAD IS USED FOR HEAVY EQUIPMENT TRANSPORT OR WIDE LOADS, PERTINENT CLEARANCES MUST BE OBTAINED. E. ENVIRONMENTAL ENVIRONMENTAL 1. AIR QUALITY AND CONSTRUCTION NOISE RESTRICTIONS AIR QUALITY AND CONSTRUCTION NOISE RESTRICTIONS 1.1. THE CONTRACTOR AT CONTRACTOR'S OWN EXPENSE SHALL THE CONTRACTOR AT CONTRACTOR'S OWN EXPENSE SHALL KEEP THE PROJECT AREA AND SURROUNDING AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION STANDARDS AND REGULATIONS OF THE STATE OF CALIFORNIA AND COUNTY OF VENTURA. 1.2. THE CONTRACTOR SHALL IMPLEMENT MEASURES TO REDUCE THE CONTRACTOR SHALL IMPLEMENT MEASURES TO REDUCE CONSTRUCTION NOISE INCLUDING: ENSURING THAT ALL CONSTRUCTION EQUIPMENT HAVE SOUND-CONTROL DEVICES AND THAT NO EQUIPMENT WITH AN UNMUFFLED EXHAUST IS OPERATED; LIMITING CONSTRUCTION ACTIVITIES TO SPECIFIED TIMES; AND PROHIBITING UNNECESSARY WARMING UP, IDLING, OR ENGINE REVVING OF GAS- OR DIESEL-POWERED EQUIPMENT OR VEHICLES. 2. CONTAMINATION PREVENTION RESTRICTIONS CONTAMINATION PREVENTION RESTRICTIONS 2.1. THE CONTRACTOR SHALL TAKE PREVENTATIVE MEASURES TO THE CONTRACTOR SHALL TAKE PREVENTATIVE MEASURES TO AVOID ANY SPILLS OR LEAKS ON THE SITE FROM PETROLEUM PRODUCTS. THE CONTRACTOR SHALL PREPARE A SPILL PREVENTION AND RESPONSE PLAN FOR REVIEW/APPROVAL BY THE CONTRACTING OFFICER AND CONTRACTOR'S ENVIRONMENTAL MONITOR, AS WELL AS LEAD AGENCIES. THIS SHALL BE IMPLEMENTED AND ADHERED TO BY THE CONTRACTOR. AT A MINIMUM, THIS PLAN SHALL REQUIRE THAT STAGING, STORAGE, AND REFUELING AREAS AND ANY EQUIPMENT REPAIR OR SIMILAR ACTIVITY TAKE PLACE WHEN EQUIPMENT IS AT LEAST 100-FEET FROM ANY HARBOR, WETLAND, DITCH, POND, OR FENCED SENSITIVE AREA. REFUELING SHALL ONLY OCCUR IN AREAS APPROVED BY THE CONTRACTING OFFICER OR CONTRACTOR'S ENVIRONMENTAL MONITOR. STAGING AND STORAGE AREAS SHALL OCCUR ONLY IN DESIGNATED AREAS: ANY STAGING OR STORAGE IN OR NEAR WETLANDS OR OTHER SENSITIVE HABITATS WILL REQUIRE PRIOR APPROVAL FROM THE CONTRACTING OFFICER OR CONTRACTOR'S ENVIRONMENTAL MONITOR. PROTECTIVE TARPS SHALL BE USED DURING REFUELING OR EQUIPMENT REPAIR. THE CONTRACTOR SHALL INSPECT AND FULLY CLEAN UP ANY SUCH LEAKS OR SPILLS THAT OCCUR ON THE SITE. 3. CULTURAL RESOURCE RESTRICTIONS CULTURAL RESOURCE RESTRICTIONS 3.1. IF ANY ITEMS OF POTENTIAL CULTURAL OR ARCHEOLOGICAL IF ANY ITEMS OF POTENTIAL CULTURAL OR ARCHEOLOGICAL SIGNIFICANCE ARE ENCOUNTERED DURING EXCAVATION OPERATIONS, CONSTRUCTION WITHIN THIS AREA SHALL BE HALTED IMMEDIATELY, AND THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER. SEE SECTION 01 35 13.22 - ARCHEOLOGICAL PROTECTION OF THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. WATER POLLUTION AND RESTRICTIONS WATER POLLUTION AND RESTRICTIONS 4.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE REGIONAL WATER QUALITY CONTROL BOARD PERMIT. BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED AT ALL TIMES DURING CONSTRUCTION. 5. BEST MANAGEMENT PRACTICE NOTES (NOAA) BEST MANAGEMENT PRACTICE NOTES (NOAA) 5.1 NO CONTAMINATION OF THE MARINE ENVIRONMENT SHALL NO CONTAMINATION OF THE MARINE ENVIRONMENT SHALL RESULT FROM PROJECT-RELATED ACTIVITIES. 5.1.1 A CONTINGENCY PLAN TO CONTROL TOXIC MATERIALS IS A CONTINGENCY PLAN TO CONTROL TOXIC MATERIALS IS REQUIRED. 5.1.2 APPROPRIATE MATERIALS TO CONTAIN AND CLEAN APPROPRIATE MATERIALS TO CONTAIN AND CLEAN POTENTIAL SPILLS SHALL BE STORED AT THE WORK SITE, AND BE READILY AVAILABLE. 5.1.3 ALL PROJECT-RELATED MATERIALS AND EQUIPMENT ALL PROJECT-RELATED MATERIALS AND EQUIPMENT PLACED IN THE WATER SHALL BE FREE OF POLLUTANTS. 5.1.4 THE CONTRACTOR SHALL PERFORM DAILY PRE-WORK THE CONTRACTOR SHALL PERFORM DAILY PRE-WORK EQUIPMENT INSPECTIONS FOR CLEANLINESS AND LEAKS. ALL HEAVY EQUIPMENT OPERATIONS SHALL BE POSTPONED OR HALTED SHOULD A LEAK BE DETECTED AND SHALL NOT PROCEED UNTIL THE LEAK IS REPAIRED AND EQUIPMENT CLEANED. SEE THE SPECIFICATIONS FOR SPILL PREVENTION, SPILL CLEAN UP, AND EQUIPMENT MAINTENANCE REQUIREMENTS. 5.1.5 FUELING OF LAND-BASED VEHICLES AND EQUIPMENT FUELING OF LAND-BASED VEHICLES AND EQUIPMENT SHALL TAKE PLACE AT LEAST 100 FEET AWAY FROM THE WATER, PREFERABLY OVER AN IMPERVIOUS SURFACE. FUELING OF VESSELS SHALL BE DONE AT APPROVED FUELING FACILITIES. 5.1.6 A PLAN SHALL BE DEVELOPED TO PREVENT DEBRIS AND A PLAN SHALL BE DEVELOPED TO PREVENT DEBRIS AND OTHER WASTES FROM ENTERING OR REMAINING IN THE MARINE ENVIRONMENT DURING THE PROJECT. F. GENERAL ACCESSIBILITY GENERAL ACCESSIBILITY 1. THE AMERICANS WITH DISABILITY ACT (ADA), ARCHITECTURAL THE AMERICANS WITH DISABILITY ACT (ADA), ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS), AND OTHER FEDERAL CIVIL RIGHTS LAWS AND STANDARDS REQUIRE THAT ACCESSIBLE FEATURES BE MAINTAINED IN WORKING ORDER SO THAT THEY ARE ACCESSIBLE TO AND USABLE BY THOSE PEOPLE THEY ARE INTENDED TO BENEFIT. PERIODIC ASSESSMENT OF THE CONDITION OF THE ROADWAY, PIER DECK, GANGWAY, AND LIFTING PLATFORM AS COMPLIANT OR NON-COMPLIANT WITH ADA AND ABAAS REQUIREMENTS IS REQUIRED DURING THE SERVICE LIFE OF THE PIER AND ROADWAY. 2. PERIODIC MAINTENANCE MAY BE REQUIRED TO MAINTAIN THE PERIODIC MAINTENANCE MAY BE REQUIRED TO MAINTAIN THE ROADWAY, PIER, GANGWAY, AND PLATFORM SURFACES AS ACCESSIBLE SURFACES DURING AND AFTER THE CONSTRUCTION PERIOD.

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AutoCAD SHX Text & AND AND @ AT AT AC ASPHALT ASPHALT ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT A.F.F. ABOVE FINISH FLOOR ABOVE FINISH FLOOR A.C.O.E. ARMY CORPS OF ENGINEERS ARMY CORPS OF ENGINEERS ALUM ALUMINUM ALUMINUM ASTM AMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS AWWA AMERICAN WATERWORKS AMERICAN WATERWORKS ASSOCIATION X BY BY BEG BEGIN BEGIN BEL BELOW BELOW BD BOARD BOARD BFP BACK FLOW PREVENTER BACK FLOW PREVENTER BM BEAM, BENCH MARK BEAM, BENCH MARK BMP BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES BOT BOTTOM BOTTOM BVC BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE BW BACK OF WALK BACK OF WALK CAB CRUSHED AGGREGATE BASE CRUSHED AGGREGATE BASE CATV COAXIAL CABLE TV COAXIAL CABLE TV CB CARRIAGE BOLT CARRIAGE BOLT CENTER LINE CENTER LINE C/C CENTER TO CENTER CENTER TO CENTER CF CUBIC FOOT CUBIC FOOT C.I.P. CAST IN PLACE CAST IN PLACE CJ CONTROL JOINT CONTROL JOINT CLR CLEAR CLEAR CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS CS CARBON STEEL CARBON STEEL CY CUBIC YARD CUBIC YARD °DEGREES OR DIA.DIAMETER D DEPTH DEPTH DBA DEFORMED BAR ANCHOR DEFORMED BAR ANCHOR DBW CALIFORNIA DIVISION OF CALIFORNIA DIVISION OF BOATING AND WATERWAYS DET. (S) DETAIL(S) DETAIL(S) DI DEIONIZED WATER, DEIONIZED WATER, DUCTILE IRON D.L. DEAD LOAD DEAD LOAD DN DOWN DOWN DW DOMESTIC WATER DOMESTIC WATER DWG DRAWING DRAWING EA EACH EACH EHT EXTREME HIDE TIDE EXTREME HIDE TIDE ELL ELBOW ELBOW ELT EXTREME LOW TIDE EXTREME LOW TIDE ELECT ELECTRICAL ELECTRICAL ELEV OR EL ELEVATION ELEVATION EXIST OR (E) EXISTING OR (E) EXISTING EXISTING EP EPOXY, ELECTRICAL PANEL EPOXY, ELECTRICAL PANEL EQ EQUAL EQUAL EVC END VERTICAL CURVE END VERTICAL CURVE EW EACH WAY EACH WAY EXP EXPANSION EXPANSION FB FLAT BAR FLAT BAR FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FG FINISHED GRADE FINISHED GRADE FH FIRE HYDRANT FIRE HYDRANT FHC FIRE HOSE CABINET FIRE HOSE CABINET FIN FINISH FINISH FL FLOW LINE FLOW LINE FLR FLOOR FLOOR FS FINISH SURFACE FINISH SURFACE FT FEET FEET FW FIRE WATER FIRE WATER GA GAGE GAGE GALV GALVANIZED GALVANIZED GB GRADE BREAK GRADE BREAK GLU LAM GLUE LAMINATED GLUE LAMINATED LAMINATED GP GUARD POST GUARD POST GV GATE VALVE GATE VALVE HDG HOT DIP GALVANIZED HOT DIP GALVANIZED H HIGH HIGH HH UTILITY HAND HOLE UTILITY HAND HOLE HHW HIGHEST HIGH WATER HIGHEST HIGH WATER HT HEIGHT HEIGHT HDWR HARDWARE HARDWARE HQ. HEADQUARTERS HEADQUARTERS IE INVERT ELEVATION INVERT ELEVATION IN INCH INCH INT INTERIOR INTERIOR L LENGTH, L-BRACKET LENGTH, L-BRACKET LBS POUNDS POUNDS LAM LAMINATED LAMINATED LDR LADDER LADDER LIN LINEAL OR LINEAR LINEAL OR LINEAR LG LONG LONG L.L. LIVE LOAD LIVE LOAD LLW LOWEST LOW WATER LOWEST LOW WATER LR LIFE RING ENCLOSURE LIFE RING ENCLOSURE MLLW MEAN LOWER LOW WATER MEAN LOWER LOW WATER MAT MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MB MACHINE BOLTS MACHINE BOLTS MFR MANUFACTURER MANUFACTURER MH MANHOLE MANHOLE MHW MEAN HIGH WATER MEAN HIGH WATER MHHW MEAN HIGHER HIGH WATER MEAN HIGHER HIGH WATER MM MILLIMETER MILLIMETER MIN MINIMUM MINIMUM MTL METAL METAL MVC MIDDLE VERTICAL CURVE MIDDLE VERTICAL CURVE N.I.C. NOT IN CONTRACT NOT IN CONTRACT NO. OR # NUMBER NUMBER (N) NEW NEW NTS NOT TO SCALE NOT TO SCALE O.C. ON CENTER ON CENTER O/O OUT TO OUT OUT TO OUT OPNG OPENING OPENING OPP OPPOSITE OPPOSITE % PERCENT PERCENT ± PLUS OR MINUS PIV POST INDICATOR VALVE POST INDICATOR VALVE PL, PLATE PLATE PC POINT OF CURVATURE POINT OF CURVATURE PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PLCS PLACES PLACES POC POINT OF CONNECTION POINT OF CONNECTION PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE REINF REINFORCEMENT, REINFORCED REINFORCEMENT, REINFORCED REQ'D REQUIRED REQUIRED RM OR RMS ROOM/S ROOM/S RPDA REQUIRED PRESSURE REQUIRED PRESSURE DETECTOR ASSEMBLY RSP ROCK SLOPE PROTECTION ROCK SLOPE PROTECTION 2ND SECOND SECOND SCH SCHEDULE SCHEDULE SQ SQUARE SQUARE SF SQUARE FOOT SQUARE FOOT STL STEEL STEEL SIM SIMILAR SIMILAR SHT SHEET SHEET SMH SEWER MANHOLE SEWER MANHOLE S.S. STAINLESS STEEL STAINLESS STEEL STA STATION STATION TB TOP OF BERM TOP OF BERM TBD TO BE DETERMINED TO BE DETERMINED TC TOP OF CURB TOP OF CURB TG TOP OF GRATE TOP OF GRATE T.O.C. TOP OF CONCRETE TOP OF CONCRETE T.O.D. TOP OF DECKING TOP OF DECKING T & B TOP & BOTTOM TOP & BOTTOM T & G TONGUE & GROOVE TONGUE & GROOVE TW TOP OF WALL TOP OF WALL TEL TELEPHONE TELEPHONE TYP TYPICAL TYPICAL THK THICK THICK UHMW ULTRA HIGH MOLECULAR ULTRA HIGH MOLECULAR WEIGHT U.H.E. UNREASONABLE HARDSHIP UNREASONABLE HARDSHIP EXCEPTION U.N.O. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VERT VERTICAL VERTICAL V.C. VISITOR CENTER VISITOR CENTER W.W.M. WELDED WIRE MESH WELDED WIRE MESH W/ WITH WITH W/O WITHOUT WITHOUT WD WOOD WOOD WV WATER GATE VALVE WATER GATE VALVE XFMR TRANSFORMERTRANSFORMER

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NOTE: 1. REFER TO PROJECT SPECIFICATIONS FOR REFER TO PROJECT SPECIFICATIONS FOR COMPLETE GEOTECHNICAL REPORT, INCLUDING, BUT NOT LIMITED TO, RECOMMENDATIONS AND BORING LOGS.

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NOTE: 1. REFER TO PROJECT SPECIFICATIONS FOR REFER TO PROJECT SPECIFICATIONS FOR COMPLETE GEOTECHNICAL REPORT, INCLUDING, BUT NOT LIMITED TO, RECOMMENDATIONS AND BORING LOGS.

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OF PIER SUPPORT PILE N: 1,843,910 E: 6,090,153 DECK EL: +14.10

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AutoCAD SHX Text HORIZONTAL DATUM: NAD83, CALIFORNIA STATE NAD83, CALIFORNIA STATE PLANE, ZONE V, U.S. FEET VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) MEAN LOWER LOW WATER (MLLW)

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