B-4866 Naples VDG Plans.pdf

PROJECT

SITE

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CITY OF LONG BEACH

PUBLIC WORKS

411 WEST OCEAN BLVD.

LONG BEACH, CA 90802

PROJECT DIRECTORY 1

CITY OF LONG BEACH

11-31 VISTA DEL GOLFO, LONG BEACH CA 90803

2VICINITY MAP

ACI AMERICAN CONCRETE INSTITUTE

ACQ ALKALINE COPPER QUATERNARY

ADA AMERICAN WITH DISABILITY ACT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APWA AMERICAN PUBLIC WORKS ASSOCIATION

AWPI AMERICAN WOOD PRESERVERS INSTITUTE

BC BACK OF CURB

BMPS BEST MANAGEMENT PRACTICES

CF CUBIC FEET

CLB CITY OF LONG BEACH

CLR CLEAR

CONC CONCRETE

CONT CONTINUOUS

COR CORRECTED

DIA DIAMETER

DTL DETAIL

DW DOMESTIC WATER

(E) EXISTING

EL ELEVATION

FS FINISHED SURFACE

FW FIRE WATER

GA GALVANIZED

GHPS GOOD HOUSEKEEPING PRACTICES

GS GROUND SHOT

HDG HOT DIPPED GALVANIZED

IBO INJECTION BORE

LB POUNDS

LF LINEAR FEET

LW LIGHTWEIGHT

MAX MAXIMUM

MIN MINIMUM

MISC. MISCELLANEOUS

MLLW MEAN LOWER LOW WATER

(N) NEW

N.T.S. NOT TO SCALE

O.C. ON CENTER

PCC PORTLAND CEMENT CONCRETE

P.I.P. PROTECT IN PLACE

PP POST POCKET

R RADIUS

SEC SECTION

SF SQUARE FEET

SHT SHEET

SPAC SPACING

SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STD STANDARD

TB TIEBACK

TC TOP OF CURB

TW TOP OF WALL

TYP TYPICAL

W/ WITH

W/C WATER/CEMENT RATIO

VDG VISTA DEL GOLFO

ABBREVIATIONS

7SITE MAP/ STAGING AREA SCALE: N.T.S.

STAGING AREA

(FINAL LOCATION TO

BE DETERMINED BY

ENGINEER)

DESIGN CRITERIA

THE FOLLOWING DESIGN PARAMETERS HAVE BEEN USED IN THE DESIGN OF

THE STRUCTURAL SYSTEMS REPRESENTED IN THESE DRAWINGS.

A. CODE OF RECORD:: 2022 CBC

AUTHORITY HAVING JURISDICTION: CITY OF LONG BEACH

B. RISK CATEGORY: II

C. SEISMIC DESIGN PARAMETERS:

· SEISMIC SITE CLASS: D

· SEISMIC IMPORTANCE FACTOR: 1.0

· SEISMIC DESIGN CATEGORY: II

ASTM DESIGNATIONS, ICC REPORT REFERENCES, AND ALL STANDARDS

AND REFERENCED DOCUMENTS SHALL REFER TO THE LATEST EDITIONS

AND/OR AMENDMENTS AS ADOPTED BY THE CODE OF RECORD.

TETRA TECH, INC.

17885 VON KARMAN AVE SUITE 500

IRVINE, CA 92614

(949) 809-5000 www.tetratech.com

NAPLES VDG TIEBACK CAP REPAIR

SUBMITTAL ITEMS

1. CONSTRUCTION SCHEDULE

2. SCHEDULE OF VALUES

3. DOCK RELOCATION AND STORAGE PLAN

4. TIEBACK GROUTING PROCEDURES

5. VOID GROUTING PROCEDURES

6. TIEBACK TESTING PROCEDURES

7. TIEBACK ANCHOR GROUT

8. LIGHTWEIGHT CELLULAR CONCRETE

9. SIKACRETE 211 SCC PLUS OR APPROVED EQUAL

10. SIKATOP 122 PLUS OR APPROVED EQUAL

11. SIKATOP 123 PLUS OR APPROVED EQUAL

12. SIKA ARMATEC 110 EPOCEM OR APPROVED EQUAL

13. RUST OLEUM MARINE COATINGS - PRIMER FOR METAL

14. RUST OLEUM MARINE COATINGS -TOPSIDE PAINT

15. BMPS UTILITIES BY CONTRACTOR

16. DOCK MODIFICATION PLANS

SHOP DRAWINGS

CONTRACTOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA FOR THE

FOLLOWING:

1. TIEBACK ANCHOR SYSTEM

2. CONCRETE CAP FORM SYSTEM

DETAIL

A-A

SECTION NO.

SHT. SHOWN

ON

DETAIL NO.

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SHT. TAKEN

FROM

S-1

6NOTES

S-1

5APPLICABLE CODES

2025 EDITION OF THE CALIFORNIA BUILDING CODE

2015 SSPWC GREENBOOK

TITLE 18 OF THE LONG BEACH MUNICIPAL CODE

SECTION

SHEET INDEX

PROJECT DESCRIPTION

DEPARTMENT OF PUBLIC WORKS

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DOCK AND GANGWAY

STORAGE LOCATION

(FINAL LOCATION TO

BE DETERMINED BY

ENGINEER AND CITY

OF LONG BEACH )

CONSTRUCTION NOTES

DWG REF. SHT # TITLE

T-1 1 TITLE SHEET

G-1 2 GENERAL NOTES

G-2 3 PEDESTRIAN ROUTING AND SIGNAGE PLAN

D-1 4 DEMOLITION PLAN

D-2 5 ACCESS PLATFORM REMOVE AND REPLACE (1)

D-3 6 ACCESS PLATFORM REMOVE AND REPLACE (2)

D-4 7 LANDSCAPING DEMOLITION (1)

D-5 8 LANDSCAPING DEMOLITION (2)

C-1 9 DOCK STORAGE PLAN

C-2 10 SURVEY PLAN

C-3 11 CIVIL LAYOUT

C-4 12 STRUCTURAL DETAILS - TIEBACK

C-5 13 11 VDG PILE CAP REPAIR PLAN AND PROFILE

C-6 14 15 VDG PILE CAP REPAIR PLAN AND PROFILE

C-7 15 19 VDG PILE CAP REPAIR PLAN AND PROFILE

C-8 16 23 VDG PILE CAP REPAIR PLAN AND PROFILE

C-9 17 25 VDG PILE CAP REPAIR PLAN AND PROFILE

C-10 18 27 VDG PILE CAP REPAIR PLAN AND PROFILE

C-11 19 29 VDG PILE CAP REPAIR PLAN AND PROFILE

C-12 20 31 VDG PILE CAP REPAIR PLAN AND PROFILE

C-13 21 PILE CAP REPAIR DETAILS (1)

C-14 22 PILE CAP REPAIR DETAILS (2)

C-15 23 PRODUCT DETAILS - SIKATOP 123 PLUS

C-16 24 PRODUCT DETAILS - SIKATOP 122 PLUS

C-17 25 PRODUCT DETAILS - SIKA CRETE 211 PLUS

C-18 26 PRODUCT DETAILS - SIKA ARMATEC 110 EPOCEM

C-19 27 PRODUCT DETAILS - SIKAFLEX 2C NS EZ MIX+

C-20 28 PRODUCT DETAILS - SIKAFLEX 429 PRIMER

C-21 29 PRODUCT DETAILS - SIKA THOROCOAT 400

C-22 30 PRODUCT DETAILS - RUST OLEUM - MARINE

COATINGS - PRIMER

C-23 31 PRODUCT DETAILS - RUST OLEUM - MARINE

COATINGS - PAINT

C-24 32 PRODUCT DETAILS - RUST OLEUM - STOPS RUST

THE WORK TO BE PERFORMED INCLUDES:

· CONTRACTOR MOBILIZATION AND DEMOBILIZATION

· BEST MANAGEMENT PRACTICES

· TEMPORARY FENCING AND PEDESTRIAN SIGNAGE

· REMOVE, STORE, AND REINSTALL EXISTING PRIVATE FLOATING DOCKS

AND GANGWAYS

· MODIFY DOCKS TO AVOID CONFLICT WITH ANCHOR RODS

· FABRICATE AND INSTALL TIEBACK

· REPAIR EXISTING HANDRAIL POST POCKETS

· REPAIR EXISTING PILE CAP CRACKS

· REPAIR EXISTING PILE CAP SPALLING

· REPAIR MISSING PILE CAP ON WATER SIDE

· PAINT PILE CAP

· JOB-SITE CLEAN-UP

· ALL MISCELLANEOUS ITEMS REQUIRED FOR A COMPLETE AND

THOROUGH INSTALLATION

· PLACE LIGHTWEIGHT CELLULAR CONCRETE

VISTA

DEL G

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VISTA

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1 7 11

PROJECT LIMITS

PILE CAP SPALL REPAIR, PER DETAIL 5 AND 6 ON SHT. C-13

(231 SF)

POST POCKET (PP) FULL REPAIR PER, DETAIL 1 AND 2 ON SHT.

C-13 (37 EA)

POST POCKET (PP) WATERSIDE REPAIR, PER DETAIL 1 AND 2

ON SHT. C-13 (7 EA)

PILE CAP CRACK REPAIR, PER DETAIL 4 ON SHT. C-13

(55 LF)

GRIND AND PATCH HORIZONTAL CONCRETE JOINT, PER

DETAIL 8 AND 9 ON SHT. C-13 (330 LF)

RESEAL EXPANSION JOINT, PER DETAIL 7 ON SHT. C-13

(12 EA)

DEMOLITION NOTES

1 PROTECT IN PLACE

REMOVE, STORE, AND REPLACE EXISTING

DOCKS AND GANGWAYS, SEE SHEET C-1

INSTALL TIEBACK PER SHEET C-4 (71 EA)1

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CORSO DI NAPOLI

2 REPAIR PILE CAP PER CIVIL PLANS

GROUT ANCHOR FULL LENGTH (58 CY)2

PLACE LIGHTWEIGHT CELLULAR CONCRETE (56 CY)3

ADDITIVE ITEMS

PAINT SEAWALL CAP, PER DETAIL 10 ON SHT. C-13

(330 LF)

ADDITIONAL BID ITEM

1 TO 7 VISTA DEL GOLFO

ADDITIONAL BID ITEM

33 TO 47 VISTA DEL GOLFO

ADDITIONAL BID ITEM

55 TO 97 VISTA DEL GOLFO

4REFERENCE LEGEND

CONCRETE CAP REPAIR AND PAINTING FROM 1 TO 7

VISTA DEL GOLFO (83 LF)

A1

CONCRETE CAP REPAIR AND PAINTING FROM 33 TO 47

VISTA DEL GOLFO (170 LF)

A2

CONCRETE CAP REPAIR AND PAINTING FROM 55 TO 97

VISTA DEL GOLFO (379 LF)

A3

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TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

GENERAL NOTES

1. SEAWALL TIEBACK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT CITY OF LONG BEACH PLANS AND

SPECIFICATIONS FOR CONSTRUCTION OF WATERFRONT STRUCTURES IN THE LONG BEACH MARINA AREA, WITH

EXCEPTIONS ALLOWED AS APPROVED BY THE ENGINEER.

2. THE CONTRACTOR SHALL FURNISH ALL TOOLS, EQUIPMENT, MATERIALS, AND SUPPLIES AND SHALL PERFORM ALL LABOR, SUPERVISION, FABRICATION, ASSEMBLY, AND INSTALLATION HEREIN.

3. THE CONTRACTOR SHALL PROVIDE BARRICADES, WARNING LIGHTS, AND NECESSARY SAFETY MEASURES TO ASSURE

PUBLIC SAFETY DURING CONSTRUCTION.

4. CONTRACTOR SHALL STRICTLY ENFORCE ALL APPLICABLE SAFETY LAWS (I.E. OSHA, CAL-OSHA) AND MAINTAIN SITE

SAFETY.

5. COPIES OF ALL PERMITS ARE AVAILABLE FROM THE CITY AND SHALL BE AVAILABLE FOR REFERENCE ON-SITE AT ALL

TIMES.

6. CONTRACTOR SHALL SUBMIT FOR APPROVAL PLANS FOR TEMPORARY FENCING AS REQUIRED. STAGING AREA SHALL BE CLEARED OF DEBRIS AND EQUIPMENT AND RESTORED TO THE ORIGINAL CONDITIONS UPON COMPLETION OF PROJECT.

7. CONTRACTOR SHALL EXAMINE THE JOBSITE BEFORE PREPARING SHOP DRAWINGS TO VERIFY ALL PHYSICAL CONDITIONS, SURROUNDINGS, DIMENSIONS AND DISTANCES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT FROM DAMAGE ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES AND UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE APPROPRIATE UTILITY COMPANIES AND UNDERGROUND SERVICE ALERT SUFFICIENTLY IN ADVANCE OF BEGINNING WORK.

ANY UTILITIES EXPOSED OR DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN WORKING NEAR EXISTING GANGWAY ABUTMENTS. THE EXISTING ABUTMENT SHALL BE PROTECTED-IN-PLACE. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING ABUTMENT

CAUSED BY OR DURING THE PERFORMANCE OF WORK AT NO ADDITIONAL COST TO CLB.

10. THE CONTRACTOR SHALL COMPLY WITH ALL PERMITS FOR THE WORK. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY LAWS AND ORDINANCES RELATING TO SAFETY, CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CITY ORDINANCES, PROVISIONS OF ALL

APPLICABLE LOCAL AND REGIONAL GUIDELINES AND STANDARDS.

11. CONSTRUCTION SHALL CONFORM WITH THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE, AMERICANS WITH DISABILITIES ACT (ADA), THE STATE OF CALIFORNIA DEPARTMENT OF BOATING AND WATERWAYS “LAYOUT & DESIGN GUIDELINES FOR MARINA FACILITIES” LATEST EDITION, 2024 EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC GREENBOOK) AND ALL LOCAL AND STATE CODES AND ORDINANCES WHERE APPLICABLE.

12. THE CONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO ALL PROPERTY ADJACENT TO THE WORK AREA THROUGHOUT THE

PERIOD OF CONSTRUCTION.

13. THE CONTRACTOR SHALL KEEP DEBRIS, CONCRETE RUBBLE, AND OTHER MATERIALS FROM FALLING INTO THE WATER. IF, IN THE OPINION OF CLB, THE CONTRACTOR IS NOT IN COMPLIANCE, CONTAINMENT BOOMS SHALL BE PROVIDED BY THE CONTRACTOR. NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS, OR WASTE SHALL BE PLACED OR STORED WHERE IT MAY BE SUBJECT TO WAVE, WIND, OR RAIN EROSION AND DISPERSION. NON-BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS SHALL BE RECOVERED BY DIVERS AS SOON AS POSSIBLE AFTER LOSS BUT NO LATER THAN THE END

OF EACH DAY.

14. STAGING AREA SHALL BE CLEARED OF DEBRIS AND EQUIPMENT UPON COMPLETION OF PROJECT. THE CONTRACTOR SHALL REMOVE AND DISPOSE, USING AN APPROVED LEGAL METHOD, ALL SURPLUS MATERIALS AND DEBRIS FROM THE SITE. THE SURPLUS MATERIALS BELONG TO THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT

AND ORDERLY CONDITION AT ALL TIMES.

15. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE ADEQUATE LIABILITY INSURANCE TO DEFEND, INDEMNIFY AND HOLD HARMLESS CLB FROM

ANY CLAIMS AND DAMAGES THAT MAY ARISE FROM THIS CONSTRUCTION.

16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DISTANCES AT THE SITE.

17. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING ALL REQUIRED INSPECTIONS. THE PRESENCE OR ABSENCE OF A CITY OR OTHER INSPECTOR WILL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE PROPER

PERFORMANCE OF WORK.

18. DUE TO THE SCALE OF THE DRAWINGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. THE CONTRACTOR SHALL INVESTIGATE THE FINISHED CONDITIONS AND PLAN WORK ACCORDINGLY, FURNISHING SUCH

FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS.

19. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. ANY AND ALL CONSTRUCTION MATERIAL SHALL BE REMOVED FROM THE SITE WITHIN 10 DAYS OF COMPLETION OF CONSTRUCTION.

20. MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR PROJECT IMPROVEMENTS SHALL NOT BE ALLOWED IN

THE INTERTIDAL ZONE AT ANY TIME.

21. ANY OFF-SITE IMPROVEMENTS FOUND TO BE DAMAGED SHALL BE REPLACED TO THE SATISFACTION OF THE CITY

ENGINEER.

22. SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO FABRICATION.

CONTRACTOR SHALL OBTAIN THIS APPROVAL.

MATERIALS:

1. MISCELLANEOUS METAL: ALL MISCELLANEOUS STEEL ITEMS SHALL CONFORM TO ASTM A36; FABRICATE IN ACCORDANCE

WITH AISC AND HDG AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. ALL SCREWS, BOLTS, NUTS, AND LOCK WASHERS SHALL CONFORM TO ASTM A307 AND BE HDG IN ACCORDANCE WITH A153 UNLESS OTHERWISE NOTED. FLAT

WASHERS SHALL COMPLY WITH ANSI B27.2; AND BE HDG IN ACCORDANCE WITH ASTM A153.

2. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. STEEL MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 FOR SHAPES, PLATES, AND BARS, AND SHALL BE HDG IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123.

3. ALL BOLTS SHALL BE MILD STEEL A307 BOLTS, SIZE AS INDICATED ON THE DRAWINGS. CARRIAGE BOLTS SHALL BE USED WHERE LOCATED ON THE EXPOSED FACE OF THE STRUCTURE. HEX HEAD BOLTS WITH WASHERS MAY BE SUBSTITUTED FOR CARRIAGE BOLTS AT NON-EXPOSED LOCATIONS. FASTENERS, NUTS, BOLTS, AND WASHERS SHALL BE HOT-DIPPED

GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A153.

4. ALL MISCELLANEOUS STEEL PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 AND SHALL BE HDG IN

ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123.

5. PROVIDE GROUT AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS.

6. TIEBACK ANCHOR TENDONS

A. ANCHOR RODS SHALL BE IBO/TITAN 30

16 HIGH STRENGTH STEEL RODS.

B. ULTIMATE STRENGTH FULT = 49.5 KIPS

C. YIELD STRENGTH Fy = 40.5 KIPS

D. DESIGN LOAD = 29 KIPS

E. LOCK OFF LOAD = 22 KIPS

F. AT NO TIME DURING STRESSING AND REMOVAL OF JACKS SHALL PERSONS STAND IN LINE WITH THE ROD OR BEND

OVER ALREADY STRESSED ROD, SHOULD A ROD BREAK, SUCH BREAKAGE IS EXPLOSIVE AND CAN RESULT IN

SEVERE INJURY, OR DEATH

G. TEST ANCHOR PER POST TENSIONING INSTITUTE MANUAL.

12. GROUT MIX / NEAT CEMENT DESIGN

A. 1 SACK (94 LB) CEMENT TYPE I OR II CONFORMING TO ASTM C15 MIXED WITH 4.5-5 GALS. POTABLE WATER (W/C =

0.40 TO 0.45 BY WEIGHT) IN ACCORDANCE WITH THE POST TENSIONING INSTITUTE MANUAL.

13. CEMENT SLURRY BATCH

A. 1 SACK (94 LB) CEMENT TYPE I OR II CONFORMING TO ASTM C15 MIXED WITH 9-10 GALS. POTABLE WATER IN

ACCORDANCE WITH THE POST TENSIONING INSTITUTE MANUAL.

14. BATCHING AND GROUTING PROCEDURE.

A. THE MIX WILL BE BATCHED ON SITE, USING AN AIR DRIVEN MIXER UNIT, DISCHARGING INTO A HOLDING

TANK/AGITATOR UNIT OR DIRECTLY INTO THE PUMP.

B. THE GROUT WILL BE PUMPED BY AN AIR DRIVEN HENDERSON PISTON PUMP GROUT, PRESSURES WILL BE

MONITORED BY A DIAPHRAGM PROTECTED PRESSURE GAUGE AT THE OUTLET OF THE PUMP.

1. FILL MIXING UNIT WITH SPECIFIED WATER

2. ADD 1 SACK OF CEMENT

3. AGITATE THOROUGHLY UNTIL HOMOGENOUS MIX IS ACHIEVED

4. DISCHARGE GROUT INTO HOLDING TANK. AGITATE SLOWLY TO PREVENT SEGREGATION. PUMP GROUT INTO

BORE HOLE AS PER ABOVE ANCHOR INSTALLATION PROCEDURE

15. WALER / STRUT AND ROD CAP SPECIFICATION TO BE SUBMITTED BY CONTRACTOR

16. PILE CAP REPAIR PRODUCTS

A. SIKACRETE 211 OR APPROVED EQUAL

B. SIKATOP 122 OR APPROVED EQUAL

C. SIKATOP 123 OR APPROVED EQUAL

D. SIKA ARMATEC 110 OR APPROVED EQUAL

E. SIKAFLEX 2C NS EZ MIX+

F. SIKAFLEX 429 PRIMER

MARINE BEST MANAGEMENT PRACTICES

1. CONSTRUCTION RESPONSIBILITIES AND DEBRIS REMOVAL.

M. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED TO ENSURE THE PROPER HANDLING AND STORAGE OF PETROLEUM PRODUCTS AND OTHER CONSTRUCTION MATERIALS. MEASURES SHALL INCLUDE A DESIGNATED FUELING AND VEHICLE MAINTENANCE AREA WITH APPROPRIATE BERMS AND PROTECTION TO PREVENT ANY SPILLAGE OF GASOLINE OR RELATED PETROLEUM PRODUCTS OR CONTACT WITH RUNOFF. THE AREA SHALL BE LOCATED AS FAR AWAY FROM THE RECEIVING WATERS AND STORM DRAIN INLETS AS POSSIBLE;

N. BEST MANAGEMENT PRACTICES (BMPS) AND GOOD HOUSEKEEPING PRACTICES (GHPS) DESIGNED TO PREVENT SPILLAGE AND/OR RUNOFF OF DEMOLITION OR CONSTRUCTION-RELATED MATERIALS, AND TO CONTAIN SEDIMENT OR CONTAMINANTS ASSOCIATED WITH DEMOLITION OR CONSTRUCTION ACTIVITY, SHALL BE

IMPLEMENTED PRIOR TO THE ON-SET OF SUCH ACTIVITY; AND

O. ALL BMPS SHALL BE MAINTAINED IN A FUNCTIONAL CONDITION THROUGHOUT THE DURATION OF CONSTRUCTION

ACTIVITY.

3. BEST MANAGEMENT PRACTICES (BMP) PROGRAM. THE PERMITTEE AGREES THAT THE DOCKING AND LAUNCHING OF BOAT(S) AT THE PUBLIC LAUNCH RAMP SHALL BE MANAGED IN A MANNER THAT PROTECTS WATER QUALITY PURSUANT TO THE

IMPLEMENTATION OF THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS):

A. BOAT CLEANING AND MAINTENANCE MEASURES:

i. IN-WATER TOP-SIDE AND BOTTOM-SIDE BOAT CLEANING SHALL MINIMIZE THE DISCHARGE OF SOAPS, PAINTS, AND DEBRIS;

ii. IN-THE-WATER HULL SCRAPING OR ANY PROCESS THAT OCCURS UNDER WATER THAT RESULTS IN THE

REMOVAL OF PAINT FROM BOAT HULLS SHALL BE PROHIBITED. ONLY DETERGENTS AND CLEANING COMPONENTS THAT ARE DESIGNATED BY THE MANUFACTURER AS PHOSPHATE-FREE AND BIODEGRADABLE

SHALL BE USED, AND THE AMOUNTS USED MINIMIZED.

B. SOLID AND LIQUID WASTE MANAGEMENT MEASURES:

i. ALL TRASH, RECYCLABLES, AND HAZARDOUS WASTES OR POTENTIAL WATER CONTAMINANTS, INCLUDING

OLD GASOLINE OR GASOLINE WITH WATER, ABSORBENT MATERIALS, OILY RAGS, LEAD ACID BATTERIES, ANTI-FREEZE, WASTE DIESEL, KEROSENE AND MINERAL SPIRITS SHALL NOT AT ANY TIME BE DISPOSED OF IN THE WATER OR GUTTER BUT, RATHER BE DISPOSED OF IN A MANNER CONSISTENT WITH STATE AND/OR

FEDERAL REGULATIONS.

C. PETROLEUM CONTROL MANAGEMENT MEASURES:

i. BOATERS WILL PRACTICE PREVENTIVE ENGINE MAINTENANCE AND WILL USE OIL ABSORBENTS IN THE BILGE

AND UNDER THE ENGINE TO PREVENT OIL AND FUEL DISCHARGES. OIL ABSORBENT MATERIALS SHALL BE EXAMINED AT LEAST ONCE A YEAR AND REPLACED AS NECESSARY. USED OIL ABSORBENTS ARE HAZARDOUS WASTE IN CALIFORNIA. USED OIL ABSORBENTS MUST THEREFORE BE DISPOSED IN ACCORDANCE WITH HAZARDOUS WASTE DISPOSAL REGULATIONS. THE BOATERS SHALL REGULARLY INSPECT AND MAINTAIN ENGINES, SEALS, GASKETS, LINES AND HOSES IN ORDER TO PREVENT OIL AND FUEL SPILLS. THE USE OF

SOAPS THAT CAN BE DISCHARGED BY BILGE PUMPS IS PROHIBITED;

ii. IF THE BILGE NEEDS MORE EXTENSIVE CLEANING (E.G., DUE TO SPILLS OF ENGINE FUELS, LUBRICANTS OR OTHER LIQUID MATERIALS), THE BOATERS WILL USE A BILGE PUMP-OUT FACILITY OR STEAM CLEANING SERVICES THAT RECOVER AND PROPERLY DISPOSE OR RECYCLE ALL CONTAMINATED LIQUIDS; AND BILGE CLEANERS WHICH CONTAIN DETERGENTS OR EMULSIFIERS WILL NOT BE USED FOR BILGE CLEANING

SINCE THEY MAY BE DISCHARGED TO SURFACE WATERS BY THE BILGE PUMPS.

GEOTECHNICAL DESIGN

1. GEOTECHNICAL ENGINEERING MEMORANDUM "VISTA DEL GOLFO SEAWALL TIE-BACK REPAIR 11 TO 31 VISTA DEL GOLFO, LONG BEACH, CALIFORNIA" DATED MAY 13, 2025, TETRA TECH PROJECT TET 25-0283 HAS BEEN INCLUDED IN THE SPECIFICATION FOR THIS PROJECT. CONTRACTOR SHALL COMPLY WITH RECOMMENDATIONS CONTAINED IN THE REPORT.

2. THE CONTRACTOR'S MEANS AND METHODS MUST ACCOUNT FOR SOIL CONDITIONS DESCRIBED IN THE GEOTECHNICAL ENGINEERING MEMORANDUM. DRILL HOLES MUST BE STABILIZED WITH CASING OR BY ANOTHER APPROVED METHOD.

https://usa.sika.com/dam/dms/us01/1/sc-cpd-Sikacrete211SCCPlus-us.pdf https://usa.sika.com/dam/dms/us01/2/sc-cpd-SikaTop122PLUS-us.pdf https://usa.sika.com/dam/dms/us01/4/sc-cpd-SikaTop123PLUS-us.pdf https://usa.sika.com/dam/dms/us01/0/sc-cpd-SikaArmatec110-srp-us.pdf and https://usa.sika.com/dam/dms/us01/d/sc-cpd-SikaArmatec110-bonding-us.pdf https://usa.sika.com/dam/dms/us01/7/sikaflex_-2c_ns_ezmix.pdf https://usa.sika.com/dam/dms/us01/x/sikaflex_primer-429.pdf

A. NO DEMOLITION OR CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS, OR WASTE SHALL BE PLACED OR STORED WHERE IT MAY ENTER SENSITIVE HABITAT, RECEIVING WATERS OR A STORM DRAIN, OR BE SUBJECT TO WAVE, WIND, RAIN OR TIDAL EROSION AND DISPERSION;

B. ANY AND ALL DEBRIS RESULTING FROM DEMOLITION OR CONSTRUCTION ACTIVITIES, AND ANY REMAINING

CONSTRUCTION MATERIAL, SHALL BE REMOVED AT THE END OF EACH DAY;

C. DEMOLITION OR CONSTRUCTION DEBRIS AND SEDIMENT SHALL BE REMOVED FROM WORK AREAS AT THE END OF EACH DAY THAT DEMOLITION OR CONSTRUCTION OCCURS TO PREVENT THE ACCUMULATION OF SEDIMENT AND

OTHER DEBRIS THAT MAY BE DISCHARGED INTO COASTAL WATERS;

D. MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR PROJECT IMPROVEMENTS WILL NOT BE

ALLOWED AT ANY TIME IN THE INTERTIDAL ZONE;

E. IF TURBID CONDITIONS ARE GENERATED DURING CONSTRUCTION A SILT CURTAIN WILL BE UTILIZED TO CONTROL

TURBIDITY;

F. FLOATING BOOMS WILL BE USED TO CONTAIN DEBRIS DISCHARGED INTO COASTAL WATERS AND ANY DEBRIS DISCHARGED WILL BE REMOVED AS SOON AS POSSIBLE BUT NO LATER THAN THE END OF EACH DAY;

G. NON BUOYANT DEBRIS DISCHARGED INTO COASTAL WATERS WILL BE RECOVERED BY DIVERS AS SOON AS

POSSIBLE AFTER LOSS;

H. ALL TRASH AND DEBRIS SHALL BE DISPOSED IN THE PROPER TRASH AND RECYCLING RECEPTACLES AT THE END

OF EVERY CONSTRUCTION DAY;

I. THE APPLICANT SHALL PROVIDE ADEQUATE DISPOSAL FACILITIES FOR SOLID WASTE, INCLUDING EXCESS

CONCRETE, PRODUCED DURING DEMOLITION OR CONSTRUCTION;

J. ALL STOCK PILES AND CONSTRUCTION MATERIALS SHALL BE COVERED, ENCLOSED ON ALL SIDES, SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM DRAIN INLETS AND ANY WATERWAY, AND SHALL NOT BE STORED IN

CONTACT WITH THE SOIL;

K. MACHINERY AND EQUIPMENT SHALL BE MAINTAINED AND WASHED IN CONFINED AREAS SPECIFICALLY DESIGNED TO CONTROL RUNOFF. THINNERS OR SOLVENTS SHALL NOT BE DISCHARGED INTO SANITARY OR STORM SEWER

SYSTEMS;

L. THE DISCHARGE OF ANY HAZARDOUS MATERIALS INTO ANY RECEIVING WATERS SHALL BE PROHIBITED;

2. EELGRASS AVOIDANCE:

A. CONTRACTOR TO AVOID DIRECT EELGRASS IMPACTS BY LOCATING BARGES AND VESSELS AND ALL ANCHORING

OUTSIDE OF EELGRASS HABITAT.

B. CONTRACTOR TO AVOID SCOURING OF EELGRASS AND POTENTIAL EELGRASS HABITAT BY ANCHOR CHAIN DESIGNS, LOCATIONS OF BARGE AND VESSEL MOORINGS OUTSIDE OF EELGRASS HABITAT.

SEQUENCE OF WORK

THE CONTRACTOR SHALL FOLLOW THE FOLLOWING PROJECT PHASING:

1. DISCONNECT GANGWAY AND PLATFORM AND RELOCATE DOCK

2. DRILL ANCHOR HOLES

3. INSTALL ANCHORS AND BEARING BRACKETS - HAND TIGHTEN ANCHOR NUT

4. INSTALL LOW DENSITY CONCRETE

5. ANCHOR STRESSING AND LOCK OFF

6. CONCRETE PILE CAP REPAIRS

7. CONTRACTOR TO START TIE-BACK INSTALLATION ON WEST END, STATION 11+63, SEE SHEET C-3

8. REINSTALL DOCK, GANGWAY, AND PLATFORM. DOCKS SHALL BE MODIFIED AS REQUIRED TO

CLEAR THE PROJECTION OF THE TIEBACK FACE PLATE.

9. RECONNECT UTILITIES

STRUCTURAL LOADING

THE LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE IN ACCORDANCE WITH THE "PLANS AND SPECIFICATIONS NO.

R-4563 FOR THE CONSTRUCTION OF WATERFRONT STRUCTURES IN THE LONG BEACH MARINA AREA" AS FOLLOWS:

ULTIMATE BOND STRENGTH FOR PRESSURE GROUTED ANCHOR = 12 PSI

BOND LENGTH = 26 FT

DOCK MODIFICATIONS

1. MODIFY DOCK PILE GUIDE LOCATIONS TO ALLOW DOCK TO PASS THE NEW TIEBACK ANCHOR

HEADS BY A MINIMUM OF 4".

2. CONTRACTOR TO SUBMIT A MODIFICATION PLAN FOR EACH DOCK TO THE CITY FOR APPROVAL.

3. CONTRACTOR TO ATTEND PRE-CONSTRUCTION SITE WALK WITH CITY TO DOCUMENT THE

CLEARANCE BETWEEN EACH DOCK AND THE PILE CAP AND TO IDENTIFY WHAT DOCKS WILL

REQUIRE MODIFICATIONS.

4. CONTRACTOR TO MATCH DOCK DECKING.

5. CONTRACTOR TO USE LIKE SIZED NON-INCISED PRESSURE TREATED DOUGLAS-FIR TIMBER FOR

FRAMING, BLOCKING, AND WHALER BOARDS.

6. CONTRACTOR TO USE HOT DIPPED GALVANIZED HARDWARE AND BRACKETS.

PROJECT AREA

PEDESTRIAN DETOUR ROUTE

RIGHT OF WAY

3 BEGIN

3 END

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PEDESTRIAN ROUTING AND SIGNAGE PLAN

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TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

0 5050

SCALE: 1" = 100'

PEDESTRIAN ROUTING NOTES:

1. CONTRACTOR IS TO SUBMITT FINAL PEDESTRIAN ROUTING AND SIGNAGE PLANS.

2. PEDESTRIAN PLAN IS TO BE COMPLIANT WITH CURRENT AMERICAN WITH DISABILITY ACT (ADA STANDARDS)

3. SIGNAGE IS TO BE PLACED ON LOOSE A-FRAME ON THE SIDEWALK VISTA

DEL G

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PUBLIC WORKS

CONSTRUCTION

CONSTRUCTION UNDERWAY

EST COMPLETE: TDB

PROJECT INFO:

3'

3'

VISTA DEL GOLFO

SEAWALL AND PILE CAP REPAIR

562 570 6383

DETAIL 1 - CONSTRUCTION UNDERWAY SIGN

SCALE: N.T.S.

NOTES:

· BASED ON CITY OF LONG BEACH STANDARD PLAN NO.136

DETAIL 2 - DETOUR SIGN

SCALE: N.T.S.

NOTES:

· CAL TRANS SIGN M4-9 (CALIFORNIA MUTCD TEMPORARY

TRAFFIC CONTROL SIGNS)

2'

2'

DETOUR AND PEDESTRIAN ROUTING NOTES

1 INSTALL CONSTRUCTION UNDERWAY SIGN PER DETAIL 1 (2 EA)

2 INSTALL DETAIL SIGN PER DETAIL 2 (4 EA)

SCALE: 1" = 100'

LEGEND

PEDESTRIAN PATH

RIGHT OF WAY

PROJECT AREA

CONSTRUCTION FENCING NOTES:

1. CONSTRUCTION FENCING IS TO BE AT THE ENDS OF THE CONSTRUCTION SITE ON THE SIDEWALK, FENCING IS

TO BE ON THE BACK OF SIDEWALK RESTRICTING HOMEOWNER SIDEWALK ACCESS.

2. CONSTRUCTION GRAPHIC SCREENS SHOULD BE USED AT ENDS AND ALONG ALL CONSTRUCTION FENCING

3 INSTALL CONSTRUCTION FENCING AND SCREENS (~350 LF)

7/11 VISTA DEL GOLFO PROPERTY LINE

31/33 VISTA DEL

GOLFO PROPERTY LINE

5 VDG 7 VDG

11 VDG

15 VDG

19 VDG

23 VDG

25 VDG

27 VDG

29 VDG

31 VDG

33 VDG

PROJECT LIMITS

2 BEGIN

2 END

GUARD RAIL

AND POSTS

(TYP)

SEAWALL (TYP)

1 PCC PILES (TYP)

DOCK (TYP)

RIGHT OF WAY LINE

(TYP)

PCC SIDEWALK

(TYP)

RESIDENCE

(TYP)

LANDING

SEE DETAIL 1 AND 2

THIS SHEET (TYP)

PLANTER WALL

(TYP)

1 LANDSCAPED PLANTER (TYP)

PROPERTY LINE (TYP)

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SCALE: 1" = 20'

DEMOLITION PLAN

DEMOLITION

1 PROTECT IN PLACE

REMOVE, STORE, AND REPLACE EXISTING

DOCKS AND GANGWAYS (11 VDG TO 31 VDG),

SEE SHEET C-1

DEMOLITION NOTES

1. PROTECT IN PLACE ALL EXISTING STRUCTURES

INCLUDING EXISTING SEAWALL AND PILES

2. REMOVE, STORE, AND REPLACE EXISTING FLOATING

DOCKS, AND GANGWAY PER DETAILS ON SHEET D-2

AND D-3

3. CONTRACTOR SHALL SCHEDULE AND COORDINATE

CONSTRUCTION AND DEMOLITION/REMOVAL WITH THE

CITY

4. INSTALL 6' TEMPORARY SCREENED SECURITY FENCE

AROUND CONTRACTOR STAGING AREA. CONTRACTOR IS

RESPONSIBLE FOR SECURITY OF STAGING AREA.

CONTRACTOR TO USE TYPICAL BLUE SCREEN PANELS.

STAGING AREA AND PROJECT SITE TO BE RESTORED TO

EXISTING OR BETTER CONDITION AFTER CONSTRUCTION.

5. ELECTRICAL UTILITIES ARE TO BE DISCONNECTED AND

RECONNECTED BY THE CONTRACTOR. LOCATION OF

ELECTRICAL UTILITIES ARE TO BE DETERMINED BY

CONTRACTOR

6. WATER UTILITIES ARE TO BE DISCONNECTED AND

RECONNECTED BY THE CONTRACTOR. LOCATION OF

WATER UTILITIES ARE TO BE DETERMINED BY

CONTRACTOR

7. SEE SHEETS D-2, D-3, AND C-28 FOR ACCESS PLATFORM

REMOVAL AND REPLACEMENT

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TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

2 REPAIR PILE CAP PER CIVIL PLANS

SCALE: 1" = 20'

A C

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11 VISTA DEL GOLFO

ACCESS PLATFORM

1. UNLATCH AND PLACE GANGWAY ON DOCK

2. REMOVE DECKING AS NEEDED

3. CUT 3" X 3" "L" BRACKETS WITH TORCH

4. REMOVE ACCESS PLATFORM FOR CONSTRUCTION

5. RECONNECT AND WELD 3" X 3" "L" BRACKETS

6. GRIND, PRIME, AND PAINT BRACKETS (COLOR WHITE) PER SHEET C-22 AND C-23

7. REINSTALL DECKING

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TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

ELECTRICAL UTILITY

1. CONFIRM, BLOCK OUT, TAG OUT POWER SUPPLY

2. BREAK ELECTRICAL CONDUIT BELOW 90° COUPLING

3. REMOVE JUNCTION BOX, MOUNTING SCREWS AND CABLE STRAPS

4. RELOCATE CONDUIT AND CONDUCTOR TO ALLOW FOR CAP REPAIR

5. RELOCATE ALL ELECTRICAL COMPONENTS TO ORIGINAL LOCATIONS

6. RECONNECT ELECTRICAL LINE AT 90° COUPLING

7. REINSTALL JUNCTION BOX AND CABLE STRAPS

8. TURN ON POWER SUPPLY

CUT "L" BRACKET

CUT ELECTRICAL

CONDUIT AND 12"

WATER LINE

JUNCTION BOX

MOUNTING SCREWS

AND STRAPS

0.5" WATER UTILITY COPPER LINE

1. CONFIRM WATER LINE IS TURNED OFF AT MAIN VALVE

2. CUT WATERLINE BELOW 90° COUPLING

3. REMOVE TO ALLOW FOR CAP REPAIR

4. RELOCATE WATER LINE TO ALLOW FOR CAP REPAIR

5. RELOCATE WATER LINE COMPONENTS TO ORIGINAL LOCATIONS

6. RECONNECT WATER LINE WITH NEWLY SOUTTERED COUPLING

7. TURN WATER LINE ON

CUT COPPER

DISCHARGE

LINES

WATER UTILITY COPPER DISCHARGE LINE

1. CUT DISCHARGE LINE BELOW 90° COUPLING

2. REMOVE TO ALLOW FOR CAP REPAIR

3. RELOCATE DISCHARGE LINE TO ALLOW FOR CAP REPAIR

4. RELOCATE DISCHARGE LINE COMPONENTS TO ORIGINAL LOCATIONS

5. RECONNECT DISCHARGE LINE WITH NEWLY SOUTTERED COUPLING

15 VISTA DEL GOLFO

ACCESS PLATFORM

1. UNLATCH AND PLACE GANGWAY ON DOCK

2. REMOVE DECKING AS NEEDED

3. CUT 3" X 3" "L" BRACKETS WITH TORCH

4. REMOVE ACCESS PLATFORM FOR CONSTRUCTION

5. RECONNECT AND WELD 3" X 3" "L" BRACKETS

6. GRIND, PRIME, AND PAINT BRACKETS (COLOR GRAY) PER SHEET C-22 AND C-23

7. REINSTALL DECKING

TIMBER SUPPORT

CUT "L" BRACKET

19 VISTA DEL GOLFO

ACCESS PLATFORM

1. UNLATCH AND PLACE GANGWAY ON DOCK

2. REMOVE DECKING AS NEEDED

3. CUT 2" X 2" PIPES WITH TORCH

4. REMOVE ACCESS PLATFORM FOR CONSTRUCTION

5. RECONNECT AND WELD 2" X 2" PIPES

6. GRIND AND SPRAY GALVANIZING SPRAY PER SHEET C-24

7. REINSTALL DECKING

23 VISTA DEL GOLFO

ACCESS PLATFORM

1. UNLATCH AND PLACE GANGWAY ON DOCK

2. REMOVE DECKING AS NEEDED

3. CUT 3" X 3" SUPPORT BRACKETS WITH TORCH

4. REMOVE ACCESS PLATFORM FOR CONSTRUCTION

5. RECONNECT AND WELD 3" X 3" SUPPORT BRACKETS

6. GRIND, PRIME, AND PAINT BRACKETS (COLOR WHITE) PER SHEET C-22 AND C-23

7. REINSTALL DECKING

CUT SUPPORT

BRACKET

25 VISTA DEL GOLFO

ACCESS PLATFORM

1. UNLATCH AND PLACE GANGWAY ON DOCK

2. REMOVE DECKING AS NEEDED

3. CUT 4" X 6" SUPPORT BRACKETS WITH TORCH

4. REMOVE ACCESS PLATFORM FOR CONSTRUCTION

5. RECONNECT AND WELD 4" X 6" SUPPORT BRACKETS

6. GRIND AND SPRAY GALVANIZING SPRAY PER SHEET C-24

7. REINSTALL DECKING

CUT SUPPORT

BRACKET

0.5" WATER UTILITY COPPER LINE

1. CONFIRM WATER LINE IS TURNED OFF AT MAIN VALVE

2. CUT WATERLINE BELOW 90° COUPLING

3. REMOVE TO ALLOW FOR CAP REPAIR

4. RELOCATE WATER LINE TO ALLOW FOR CAP REPAIR

5. RELOCATE WATER LINE COMPONENTS TO ORIGINAL LOCATIONS

6. RECONNECT WATER LINE WITH NEWLY SOUTTERED COUPLING

7. TURN WATER LINE ON

WATER UTILITY COPPER DISCHARGE LINE

1. CUT DISCHARGE LINE BELOW 90° COUPLING

2. REMOVE TO ALLOW FOR CAP REPAIR

3. RELOCATE DISCHARGE LINE TO ALLOW FOR CAP REPAIR

4. RELOCATE DISCHARGE LINE COMPONENTS TO ORIGINAL LOCATIONS

5. RECONNECT DISCHARGE LINE WITH NEWLY SOUTTERED COUPLING

MOUNTING SCREWS

AND STRAPS

CUT COPPER

DISCHARGE AND

2" WATER LINE

CUT SUPPORT PIPES

C

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27 VISTA DEL GOLFO

ACCESS PLATFORM

1. UNLATCH AND PLACE GANGWAY ON DOCK

2. REMOVE DECKING AS NEEDED

3. CUT 2" DIAMETER SUPPORT PIPES WITH TORCH

4. REMOVE ACCESS PLATFORM FOR CONSTRUCTION

5. RECONNECT AND WELD 2" DIAMETER SUPPORT PIPES

6. GRIND, PRIME, AND PAINT PIPES (COLOR WHITE) PER SHEETS C-22 AND C-23

7. REINSTALL DECKING

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TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

ELECTRICAL UTILITY

1. CONFIRM, BLOCK OUT, TAG OUT POWER SUPPLY

2. UNPLUG EXTENSION CORD

3. BREAK ELECTRICAL CONDUIT COUPLING

4. REMOVE JUNCTION BOX, MOUNTING SCREWS AND CABLE STRAPS

5. RELOCATE CONDUIT AND CONDUCTOR TO ALLOW FOR CAP REPAIR

6. RELOCATE ALL ELECTRICAL COMPONENTS TO ORIGINAL LOCATIONS

7. RECONNECT ELECTRICAL LINE AT COUPLING

8. REINSTALL JUNCTION BOX AND CABLE STRAPS

9. PLUG IN EXTENSION CORD

10.TURN ON POWER SUPPLY

CUT 2" DIAMETER

SUPPORT PIPES

CUT ELECTRICAL

CONDUIT

MOUNTING SCREWS

AND STRAPS

0.5" WATER UTILITY COPPER LINE

1. CONFIRM WATER LINE IS TURNED OFF AT MAIN VALVE

2. CUT WATERLINE BELOW 90° COUPLING

3. REMOVE TO ALLOW FOR CAP REPAIR

4. RELOCATE WATER LINE TO ALLOW FOR CAP REPAIR

5. RELOCATE WATER LINE COMPONENTS TO ORIGINAL LOCATIONS

6. RECONNECT WATER LINE WITH NEWLY SOUTTERED COUPLING

7. TURN WATER LINE ON

29 VISTA DEL GOLFO

ACCESS PLATFORM

1. UNLATCH AND PLACE GANGWAY ON DOCK

2. REMOVE DECKING AS NEEDED

3. CUT 2" X 2" SUPPORT PIPES WITH TORCH

4. REMOVE ACCESS PLATFORM FOR CONSTRUCTION

5. RECONNECT AND WELD 2" X 2" SUPPORT PIPES WITH TORCH

6. GRIND AND SPRAY GALVANIZING SPRAY PER SHEET C-24

7. REINSTALL DECKING

CUT 2" X 2"

SUPPORT PIPES

31 VISTA DEL GOLFO

ACCESS PLATFORM

1. UNLATCH AND PLACE GANGWAY ON DOCK

2. REMOVE DECKING AS NEEDED

3. REMOVE TIMER SUPPORT

4. CUT 3" X 3" "L" BRACKETS WITH TORCH

5. REMOVE ACCESS PLATFORM FOR CONSTRUCTION

6. RECONNECT AND WELD 3" X 3" "L" BRACKETS

7. GRIND, PRIME, AND PAINT BRACKETS (COLOR WHITE) PER SHEETS C-22 AND C-23

8. REINSTALL DECKING

CUT 12" WATER

LINE

EXTENSION CORD

MOUNTING SCREWS

AND STRAPS

ELECTRICAL UTILITY

1. CONFIRM, BLOCK OUT, TAG OUT POWER SUPPLY

2. BREAK ELECTRICAL CONDUIT COUPLING

3. REMOVE JUNCTION BOX, MOUNTING SCREWS AND CABLE STRAPS

4. RELOCATE CONDUIT AND CONDUCTOR TO ALLOW FOR CAP REPAIR

5. RELOCATE ALL ELECTRICAL COMPONENTS TO ORIGINAL LOCATIONS

6. RECONNECT ELECTRICAL LINE AT COUPLING

7. REINSTALL JUNCTION BOX AND CABLE STRAPS

8. TURN ON POWER SUPPLY

CUT ELECTRICAL

CONDUIT

CUT 12" WATER

LINE

0.5" WATER UTILITY COPPER LINE

1. CONFIRM WATER LINE IS TURNED OFF AT MAIN VALVE

2. CUT WATERLINE BELOW 90° COUPLING

3. REMOVE TO ALLOW FOR CAP REPAIR

4. RELOCATE WATER LINE TO ALLOW FOR CAP REPAIR

5. RELOCATE WATER LINE COMPONENTS TO ORIGINAL LOCATIONS

6. RECONNECT WATER LINE WITH NEWLY SOUTTERED COUPLING

7. TURN WATER LINE ON

CUT 12" WATER

LINE

CUT 3" X 3" "L"

BRACKETS

CUT 3" X 3" "L"

BRACKETS

MOUNTING SCREWS

AND STRAPS

ELECTRICAL UTILITY

1. CONFIRM, BLOCK OUT, TAG OUT POWER SUPPLY

2. BREAK ELECTRICAL CONDUIT COUPLING

3. REMOVE JUNCTION BOX, MOUNTING SCREWS AND CABLE STRAPS

4. RELOCATE CONDUIT AND CONDUCTOR TO ALLOW FOR CAP REPAIR

5. RELOCATE ALL ELECTRICAL COMPONENTS TO ORIGINAL LOCATIONS

6. RECONNECT ELECTRICAL LINE AT COUPLING

7. REINSTALL JUNCTION BOX AND CABLE STRAPS

8. TURN ON POWER SUPPLY

CUT ELECTRICAL

CONDUIT

LA

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TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

11 VISTA DEL GOLFO

APPROXIMATE IMPACT

FOR WALL PAINTING

15 VISTA DEL GOLFO

19 VISTA DEL GOLFO

NOTES:

CONTRACTOR TO PAINT PILE CAP 3" BELOW ADJACENT GRADE AT LANDSCAPING

PER DETAIL 10 ON SHEET C-13. CONTRACTOR SHALL EXCAVATE AND BACKFILL

EXISTING SOIL AND LANDSCAPING BY HAND AND SHALL MAKE ALL EFFORTS TO

PRESERVE EXISTING LANDSCAPING AND IRRIGATION WITHIN THE IMPACTED

AREA.

19 VISTA DEL GOLFO

APPROXIMATE IMPACT

FOR WALL PAINTING

APPROXIMATE IMPACT

FOR WALL PAINTING APPROXIMATE IMPACT

FOR WALL PAINTING

NOTES:

CONTRACTOR TO PAINT PILE CAP 3" BELOW ADJACENT GRADE AT LANDSCAPING

PER DETAIL 10 ON SHEET C-13. CONTRACTOR SHALL EXCAVATE AND BACKFILL

EXISTING SOIL AND LANDSCAPING BY HAND AND SHALL MAKE ALL EFFORTS TO

PRESERVE EXISTING LANDSCAPING AND IRRIGATION WITHIN THE IMPACTED

AREA.

NOTES:

CONTRACTOR TO PAINT PILE CAP 3" BELOW ADJACENT GRADE AT LANDSCAPING

PER DETAIL 10 ON SHEET C-13. CONTRACTOR SHALL EXCAVATE AND BACKFILL

EXISTING SOIL AND LANDSCAPING BY HAND AND SHALL MAKE ALL EFFORTS TO

PRESERVE EXISTING LANDSCAPING AND IRRIGATION WITHIN THE IMPACTED

AREA.

NOTES:

CONTRACTOR TO PAINT PILE CAP 3" BELOW ADJACENT GRADE AT LANDSCAPING

PER DETAIL 10 ON SHEET C-13. CONTRACTOR SHALL EXCAVATE AND BACKFILL

EXISTING SOIL AND LANDSCAPING BY HAND AND SHALL MAKE ALL EFFORTS TO

PRESERVE EXISTING LANDSCAPING AND IRRIGATION WITHIN THE IMPACTED

AREA.

LA

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TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

25 VISTA DEL GOLFO

APPROXIMATE IMPACT

FOR WALL PAINTING

27 VISTA DEL GOLFO

OWNER TO MOVE STATUE

OUTSIDE OF 6 INCHES OF

BACK OF PILE CAP

29 VISTA DEL GOLFO 31 VISTA DEL GOLFO

APPROXIMATE IMPACT

FOR WALL PAINTING

APPROXIMATE IMPACT

FOR WALL PAINTING

APPROXIMATE IMPACT

FOR WALL PAINTING

NOTES:

CONTRACTOR TO PAINT PILE CAP 3" BELOW ADJACENT GRADE AT LANDSCAPING

PER DETAIL 10 ON SHEET C-13. CONTRACTOR SHALL EXCAVATE AND BACKFILL

EXISTING SOIL AND LANDSCAPING BY HAND AND SHALL MAKE ALL EFFORTS TO

PRESERVE EXISTING LANDSCAPING AND IRRIGATION WITHIN THE IMPACTED

AREA.

NOTES:

CONTRACTOR TO PAINT PILE CAP 3" BELOW ADJACENT GRADE AT LANDSCAPING

PER DETAIL 10 ON SHEET C-13. CONTRACTOR SHALL EXCAVATE AND BACKFILL

EXISTING SOIL AND LANDSCAPING BY HAND AND SHALL MAKE ALL EFFORTS TO

PRESERVE EXISTING LANDSCAPING AND IRRIGATION WITHIN THE IMPACTED

AREA.

NOTES:

CONTRACTOR TO PAINT PILE CAP 3" BELOW ADJACENT GRADE AT LANDSCAPING

PER DETAIL 10 ON SHEET C-13. CONTRACTOR SHALL EXCAVATE AND BACKFILL

EXISTING SOIL AND LANDSCAPING BY HAND AND SHALL MAKE ALL EFFORTS TO

PRESERVE EXISTING LANDSCAPING AND IRRIGATION WITHIN THE IMPACTED

AREA.

NOTES:

CONCRETE LANDSCAPING AREA IS TO REMAIN IN PLACE.

DOCK STORAGE AREA TO

BE DETERMINED BY

CONTRACTOR IN FIELD

(~6,000 SF)

xx

75'

80'

CONTRACTOR TO SECTION OFF

WATERSIDE CONSTRUCTION WITH

ROPE AND BUOYS

D O

C K

S

TO

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SCALE: 1" = 50'

50DOCK STORAGE PLAN

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TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

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R

STORAGE NOTES:

1. EXISTING BOATS SHALL BE MOVED AND TEMPORARILY STORED IN THE LONG BEACH MARINA PRIOR TO CONSTRUCTION.

PRIVATE PROPERTY OWNER IS RESPONSIBLE TO MOVE BOATS TO TEMPORARY DOCKING LOCATION PROVIDED BY THE

CITY OF LONG BEACH.

2. EXISTING BOAT DOCKS SHALL BE TEMPORARILY STORED IN A DESIGNATED STORAGE LOCATION AND SHALL NOT BE USED

FOR CONSTRUCTION ACTIVITIES

3. SHUT OFF AND DISCONNECT ELECTRICAL SERVICE TO PRIVATE DOCKS PRIOR TO REMOVAL. COORDINATION WITH HOMEOWNERS MAY BE REQUIRED. RECONNECT ELECTRICAL SERVICE UPON REINSTALLATION OF DOCK.

4. SHUT OFF AND DISCONNECT WATER SERVICE TO PRIVATE DOCKS. COORDINATION WITH HOMEOWNERS MAY BE

REQUIRED. RECONNECT WATER SERVICE UPON REINSTALLATION OF DOCK.

5. APPROXIMATELY 6,000 TO 7,000 SF OF SPACE IS NEED FOR DOCK RELOCATION. THE DEPARTMENT OF PARKS, RECREATION, AND MARINE HAVE BEEN NOTIFIED OF PROJECT AND HAVE STATED EXTRA SPACE FOR DOCKS IS AVAILABLE

AND WILL BE PROVIDED AS NEEDED.

6. CONTRACTOR IS TO PROVIDE SAFETY LIGHTING AND SIGNAGE FOR DOCK STORAGE LOCATIONS. CONTRACTOR IS TO PLACE YELLOW BUOYS (4 MIN.) WITH FLASHING YELLOW LIGHTS (4 MIN.) AROUND THE DOCKS, IN ADDITION TO YELLOW

FLASHING LIGHTS ON THE DOCK.

7. ALL DOCKS SHOULD BE RELOCATED AT ONCE IN ORDER TO AVOID PHASED WORK.

MARINE BEST MANAGEMENT PRACTICES

SEE SHEET G-1 FOR MARINE BEST MANAGEMENT PRACTICES

xx xx

-1 0.0

-1 4.

-1 3.0

-1 2.0

-1 1.0

-9 .00

-8 .00

-9.

-8.

-7.

-6.

-10.000

-9.

-8.

-7.

-6.

-7 .00

-1 0.0

-9 .00

-8 .00

-7 .00

-6 .00

-5 .00

5 VDG 7 VDG

11 VDG

15 VDG

19 VDG

23 VDG

25 VDG

27 VDG

29 VDG

31 VDG

33 VDG

35 VDG

7/

V

IS

TA

D

EL

G

OLF

O P

RO

PE

RT

Y

LI

NE

/3

V

IS

TA

D

EL

G

OLF

O P

RO

PE

RT

Y

LI

NE

PR

OJE

CT

L

IM

IT

S

PR

OJE

CT

L

IM

IT

S

SU

R

VE

Y

PL

A

N

0 1010

SCALE: 1" = 20'

SURVEY PLAN

N A

PL

ES

V D

G T

IE

B

A C

K C

A P

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EP

A

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VI

ST

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O , L

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C

H C

A

TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

SURVEY NOTES

BASIS OF BEARING

THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA

COORDINATE SYSTEM, ZONE 5, NAD 83 EPOCH 2017.50

BENCHMARK

CITY OF LONG BEACH 218 S

SAVONA WALK @ CORSO DI NAPOLI

BRASS DISC IN SEAWALL 15.4' E / CL / SAVONA WLK

EL = 5.665'

MLLW ADJUSTED EL = 8.465'

GENERAL NOTES

SITE MONITORING CONTROL VALUES ESTABLISHED ON AUGUST

22ND, 2024

ADJUSTMENT FROM NAD 83 TO MLLW DATUM (+2.8')

MEAN LOWER LOW WATER SURFACE (MLLW) = 0.0'

CONTRACTOR SHALL VERIFY LOCATION OF DOCK GUIDE PILINGS

AND ACCESS PLATFORMS AND SHALL CONTACT ENGINEER OF

RECORD IF LOCATIONS VARIES FROM RECORD SURVEY.

EXISTING GUARDRAIL

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LEGEND

EXISTING CONCRETE LIMITS

EXISTING PLANTER LIMITS

EXISTING DOCKS

EXISTING DOCK PILES

7/11 VISTA DEL GOLFO PROPERTY LINE

31/33 VISTA DEL GOLFO PROPERTY LINE

1 VDG

5 VDG

7 VDG

11 VDG

15 VDG

19 VDG

23 VDG

25 VDG 27 VDG 29 VDG

31 VDG

33 VDG

35 VDG

BASE BID PROJECT SCOPE

EN

D

LAST

EXISTING

TIEBACK

PROPOSED TIEBACK (TYP.)

PROJECT LIMITS

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

33'-8"

TYP.

22'-0"

TYP.

C-

3/ C-

BE

GIN

BEGIN PILE CAP REPAIR

END PILE CAP REPAIR

10+00

11+00

12+00

13+00 14+00 15+00

10+50

11+50

12+50

13+50 14+50

15+50

RIGHT OF WAY

RIGHT OF WAY

TB

EXISTING DOCK GUIDE PILES (TYP.)

ST

AT

IO

N

+6

ST

AT

IO

N

4+

.5

C

IV

IL

L

A

YO

U T

0 1010

SCALE: 1" = 20'

CONSTRUCTION NOTES

INSTALL TIEBACK PER SHEET C-41

N A

PL

ES

V D

G T

IE

B

A C

K C

A P

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EP

A

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ST

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O , L

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C

H C

A

TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

NOTE:

CONTRACTOR IS TO VERIFY LOCATION OF DOCK GUIDE PILINGS AND ACCESS PLATFORMS AND IS TO

CONTACT ENGINEER OF RECORD IF LOCATIONS VARIES FROM RECORD SURVEY.

SCALE: 1" = 20'

CIVIL PLAN

GROUT ANCHOR FULL LENGTH PER SHEET C-42

PLACE LIGHTWEIGHT CELLULAR CONCRETE3

DOCK RE-INSTALLATION NOTES:

DOCKS SHALL BE MODIFIED AS REQUIRED TO CLEAR THE

PROJECTION OF THE TIEBACK FACE PLATE. CONTRACTOR SHALL

SUBMIT DOCK MODIFICATION DETAILS TO ENGINEER AND CITY OF

LONG BEACH FOR REVIEW.

NOTES:

1. FILL GAP BETWEEN SOIL AND BACK OF WALL WITH LIGHTWEIGHT CELLULAR

CONCRETE PER SPECIFICATIONS.

2. PROVIDE STRESSING STEEL WITH PTI CLASS I CORROSION PROTECTION

3. ANCHOR PRESTRESS LOADS:

DESIGN LOAD: 29 KIPS

LOCK-OFF LOAD: 22 KIPS

4. CONTRACTOR TO DETERMINE REQUIRED ANCHOR BONDED ZONE LENGTH

AND GROUTING PRESSURE BASED ON THE IN SITU MATERIAL PROPERTIES

AND THE ANCHOR LOADS. REFER TO THE GEOTECHNICAL ENGINEERING

MEMORANDUM IN THE SPECIFICATIONS.

38'-10"

-6.2'

MUDLINE

12' - 10" TYP.

UNBONDED ANCHOR

STRESSING LENGTH

SLEEVED IN PVC PIPE

26'-0" MIN.

BOND LENGTH

GROUT FULL

LENGTH

TIEBACK ANCHOR

SEE DETAIL 230°

ELEV. +3.5'

ELEV. +7.5'

ELEV. +9.0'

MLLW +0.0'

ELEV. -18'

STESSING ANCHORAGE

AND BEARING

15'-0"

RIGHT OF WAY

GROUT BULB

ELEV. +9.0'

ELEV. +7.5'

ELEV. +7.0' (±)

EXIST. GRADE

CENTRALIZER

ELEV. +3.5'

6" Ø MAX HOLE IN SHEET PILE

(CORE DRILLED)

30°

℄ 5" CORED HOLE

PVC PIPE SLEEVE AT FREE LENGTH

GROUT TUBE

STRESSING STEEL #7

GRADE 75 ALL-THREAD

BAR

CL OF HOLE

IN BRACKET

LIGHTWEIGHT CELLULAR CONCRETE3

ELEV. -6.2' (±)

MUDLINE MLLW

0'-11"

0'-9"

0'-1.5"

1' -4

0'

-8

2' -8

.5

0-5"

GROUT-FILLED

TUBE AT BONDED

LENGTH

FREELENGTH

BONDLENGTH

0'-5" 0'-8"

4"

3/16

1/2"

4"

1/8

1/4

NOTES:

ALL STEEL COMPONENTS OF THIS ASSEMBLY

SHALL BE HOT DIP GALVANIZED AND COATED

WITH 16 MILS OF AMERLOC 400 AFTER

GALVANIZING EXCEPT BOLTS, ALL BOLTS SHALL

BE TYPE 316 STAINLESS STEEL BOLTS AND

WASHERS IF APPLICABLE.

5"

8"

4"

TOP OF NEW PILE CAP 9' ±

TOP OF OLD PILE CAP 7.67' ±

BOTTOM OF PILE CAP 6' ±

BOTTOM OF PILE -18' ±

MUDLINE -6.2' ±

TOP OF HANDRAIL 12' ±

EXISTING CONCRETE SHEET PILES

2'-4" ± WIDE, TYP.

MLLW 0.0'

ELEV. +3.5' ±

CONTRACTOR TO

VERIFY DIMENSION 4'-8" 4'-8" 4'-8" 4'-8" @ ℄ OF EVERYOTHER SHEET PILE

EXISTING EXPANSION

JOINT (TYP)

USE STEEL SHIM WHERE

GAP BETWEEN STEEL

AND CONCRETE PILE IS

GREATER THAN 1/2"

LAST EXISTING TIE BACK

AS OCCURS IN FIELD

(VERIFIED IN FIELD BY

CONTRACTOR)

2'-4"

3'-8"

1'-10" 1'-10"

3" 1'-0" 3"1'-0"

1' -1

4" 4"

5"

1/ 2"

1/

2" ℄ OF SOIL ANCHOR

CONNECTION3/16" 1/2" TYP

4" ITW RAMSET/REDHEAD "TRUBOLT"

GALVANIZED WEDGE ANCHORS OR

EQUIVALENT W/ 2 - 1/2" EMBEDMENT

ELEVATION

PLAN

1/ 2"1"

4"

3'-8"

1" 1"8" 8" 8" 8" 8" 1/2" 1/2" 1/2" 1/2"

A

- 1/2" PL TYP

SECTION A-A

NOTES:

THIS WELDMENT SHALL BE HOT DIP GALVANIZED

AND COATED WITH 16 MILS OF AMERLOC 400

AFTER GALVANIZING.

1/2" 1/2"

1/2"

1/4" 1/2"

3/16

TYP.

UNO

5" SCH 80 PIPE

CNTR ON HOLE

1/4

3 4"

1" CHAMFER

AT STIFF PL

CORNERS, TYP

CL 4 12" Ø HOLE

8"

5"

8"

1'-2" 1'-2"

2'-4"

4" 7" 7 "7.5" 2.5"

℄ OF SHEET PILE PANEL

EXISTING SHEET PILE

REBAR (TYP)

℄ OF 5"Ø CORE, CONTRACTOR

SHALL AVOID CUTTING

EXISTING VERTICAL REBAR

NOTES:

IF REBAR IS ENCOUNTERED CONTRACTOR IS TO

STOP WORK AND NOTIFY THE ENGINEER OF

RECORD

DETAIL 3 KEYNOTES:

1. CORE 6" Ø HOLE IN EXISTING CONCRETE

SHEET PILE

2. PRE-ASSEMBLED TIEBACK ANCHOR w/

CLASS I CORROSION PROTECTION. SEE

DETAILS 1 AND 2.

3. GROUT TUBE

4. GROUT ANCHOR FULL LENGTH. SEE

SPECIFICATION SECTION 31 50 00.

5. 1.65" PVC PIPE SLEEVE AROUND ANCHOR IN

FREE STRESSING LENGTH. FILL WITH

GREASE.

6. ASTM A53 OR ASTM A500 STEEL

TRUMPET/DUCT COLLAR. SIZE BY ANCHOR

MANUFACTURER.

7. 5" Ø SCHEDULE 80 STEEL PIPE STANDOFF

8. 6" X 6" X 1 1/4" BEARING PL FOR ANCHOR

NUT WITH 1" HOLE

9. ANCHOR CAP. 4" Ø SCHEDULE 40 STEEL

PIPE w/ 1/4" END PLATE. FILL w/ GREASE.

10. 6" X 6" X 3/16" PL WITH 3" Ø HOLE. COAT

SURFACE BETWEEN 3/16" PL AND BEARING

PL WITH ELASTO-THANE METAL PRIMER

AND ELASTO-THANE 230 JOINT SEALER.

SECURE TO w/ (4) 3/8" MACHINE SCREWS.

DRILL AND TAP BEARING PL.FOR SCREWS.

11. POUR MASTERFLOW 928 GROUT BY MASTER

BUILDERS WHEREVER GAP BETWEEN STEEL

AND EXISTING CONCRETE IS 1/8" OR MORE.

TAPE BOTTOM AND SIDES TO CONTAIN

GROUT. WHERE GAP IS GREATER THAN 1/2"

USE STEEL SHIMS IN ADDITION TO GROUT.

SEAL WITH SILICON SEALANT ALL AROUND

ASSEMBLY. SEE SPECIFICATION SECTION 07

92 13.

GROUT

GREASE

1.65" PVC SLEEVE

STRESSING STEEL

#7 TIEBACK ROD

GROUT TUBE

EXTERIOR GROUT

INTERIOR GROUT

(FACTORY INSTALLED)

1.65" PVC SLEEVE

STRESSING STEEL

#7 TIEBACK ROD

GROUT TUBE

SECTION AT BONDED ZONE

SECTION AT FREE-STRESSING ZONE

5"

TIEBACK ROD

5" DIAM

TIEBACK ROD

GROUT BULB

ST

R

U C

TU

R

A L

D

ET

A

IL

S

- T

IE

B

A C

K

N A

PL

ES

V D

G T

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B

A C

K C

A P

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A

IR

VI

ST

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G

O

LF

O , L

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C

H C

A

TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

SECTION: TIEBACK

SCALE: 1" = 5'

DETAIL: TIEBACK

SCALE: 1" = 1'

DETAIL: CONNECTION ASSEMBLY

SCALE: 1" = 6"

ELEVATION: WATERSIDE OF SEAWALL

SCALE: 1" = 5'

DETAIL: WALER

SCALE: 1" = 1'

EXISTING SHEET PILE PANEL SECTION

SCALE: 1" = 1'

C-3 C-4

C-3

C-3

C-3

C-3

C-3

C-4

C-4

C-4

C-4

C-4

TIEBACK SECTIONS

SCALE: N.T.S

C-4 C-4

12+0711+63

HANDRAIL

TOP OF PILE CAP

BOTTOM OF PILE CAP

SHEET PILE

ENDS 24' BELOW BOTTOM OF PILE CAP ± EL -18.0'

GATE

LAST EXISTING TIE BACK

6TYP

4 5

EXPANSION JOINT 9

12+00

MLLW ± EL -0.0'

PCC SHEET PILES

2'-4" ± TYP

-18 -18

12+00ST

A.

=1 1+

.9

ST

A.

=1 1+

.8

ST

A.

=1 1+

.8

ST

A.

=1 1+

.8

ST

A.

=1 1+

.9

ST

A.

=1 1+

.8

ST

A.

=1 2+

.3

ST

A.

=1 2+

.8

PP

W

AT

ER

PP

W

AT

ER

PP

F

U

LL

PP

W

AT

ER

(3

D

IS

C H

AR

G

E

PI

PE

S

W

AT

ER

EL

EC

TR

IC

AL

11 VDG

SIDEWALK LIMIT

PRIVATE PLANTER LIMIT

PILE CAP LIMIT

EX

PA

N

SI

O N

J O

IN

T

RIGHT OF WAY

PROPERTY LINE

PROPERTY LINE

N A

PL

ES

V D

G T

IE

B

A C

K C

A P

R

EP

A

IR

VI

ST

A D

EL

G

O

LF

O , L

O N

G B

EA

C

H C

A

TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

V

IS

TA

D

EL

G O

LF

O

P

IL

E C

A P

R

EP

A

IR

P

LA

N A

N D

P R

O

FI

LE

PROFILE - 11 VISTA DEL GOLFO

0 1.51.5

SCALE: 1" = 3'

CONSTRUCTION NOTES

PILE CAP SPALL REPAIR, PER DETAIL 5 AND 6 ON SHT. C-13

POST POCKET (PP) FULL REPAIR PER, DETAIL 1 AND 2 ON SHT.

C-13

POST POCKET (PP) WATERSIDE REPAIR, PER DETAIL 1 AND 2

ON SHT. C-13

PILE CAP CRACK REPAIR, PER DETAIL 4 ON SHT. C-13

GRIND AND PATCH HORIZONTAL CONCRETE JOINT, PER

DETAIL 8 AND 9 ON SHT. C-136

RESEAL EXPANSION JOINT, PER DETAIL 7 ON SHT. C-139

PROFILE LEGEND

POST POCKET DAMAGE

SPALL DAMAGE

NOTE: CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN

ON PLAN AND SHALL NOTIFY ENGINEER OF RECORD OF ANY

DISCREPANCIES PRIOR TO BEGINNING WORK

HORIZONTAL SCALE: 1" = 3'

VERTICAL SCALE: 1" = 1.5'

PLAN LEGEND

WALL

CONCRETE EDGE

HANDRAIL AND HANDRAIL POST

MAJOR CONTOUR

MINOR CONTOUR

RIGHT OF WAY

PLAN - 11 VISTA DEL GOLFO

SCALE: 1" = 3'

PAINT SEAWALL CAP, PER DETAIL 10 ON SHT. C-1310

12+49.1512+07

HANDRAIL

TOP OF PILE CAP

BOTTOM OF PILE CAP

GATE

6TYP

4 4 4 4 4 4 4

12+25

SHEET PILE

ENDS 24' BELOW BOTTOM OF PILE CAP ± EL -18.0'

MLLW ± EL 0.0'

PCC SHEET PILES

2'-4" ± TYP

-18 -18

ST

A.

=1 2+

.8

ST

A.

=1 2+

.8

ST

A.

=1 2+

.8

ST

A.

=1 2+

.8

ST

A.

=1 2+

.7

ST

A.

=1 2+

.8

ST

A.

=1 2+

.2

ST

A.

=1 2+

.8

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

WATER LINE

ELECTRICAL LINE

15 VDG

SIDEWALK LIMIT

PRIVATE PLANTER LIMIT

PILE CAP LIMIT

RIGHT OF WAY

PROPERTY LINE

PROPERTY LINE

N A

PL

ES

V D

G T

IE

B

A C

K C

A P

R

EP

A

IR

VI

ST

A D

EL

G

O

LF

O , L

O N

G B

EA

C

H C

A

TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

PROFILE - 15 VISTA DEL GOLFO

0 1.51.5

SCALE: 1" = 3'

HORIZONTAL SCALE: 1" = 3'

VERTICAL SCALE: 1" = 1.5'

V

IS

TA

D

EL

G O

LF

O

P

IL

E C

A P

R

EP

A

IR

P

LA

N A

N D

P R

O

FI

LE

PLAN - 15 VISTA DEL GOLFO

SCALE: 1" = 3'

CONSTRUCTION NOTES

POST POCKET (PP) FULL REPAIR PER, DETAIL 1 AND 2 ON SHT.

C-134

GRIND AND PATCH HORIZONTAL CONCRETE JOINT, PER

DETAIL 8 AND 9 ON SHT. C-136

PROFILE LEGEND

POST POCKET DAMAGE

SPALL DAMAGE

NOTE: CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN

ON PLAN AND SHALL NOTIFY ENGINEER OF RECORD OF ANY

DISCREPANCIES PRIOR TO BEGINNING WORK

PLAN LEGEND

WALL

CONCRETE EDGE

HANDRAIL AND HANDRAIL POST

MAJOR CONTOUR

MINOR CONTOUR

RIGHT OF WAY

12+89.2712+49.15

HANDRAIL

TOP OF PILE CAP

BOTTOM OF PILE CAP

GATE

6TYP

8 7

4 4 4 4

4 EXPANSION JOINT 9

12+75

SHEET PILE

ENDS 24' BELOW BOTTOM OF PILE CAP ± EL -18.0'

MLLW ± EL 0.0'

PCC SHEET PILES

2'-4" ± TYP

-18 -18

ST

A.

=1 2+

.1

ST

A.

=1 2+

.7

ST

A.

=1 2+

.7

ST

A.

=1 2+

.7

ST

A.

=1 2+

.7

ST

A.

=1 2+

.7

ST

A.

=1 2+

.6

ST

A.

=1 2+

.7

ST

A.

=1 2+

.8

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

EX

PA

N

SI

O N

J O

IN

T

EL

EC

TR

IC

AL

L

IN

E

DISCHARGE LINE

12+50

19 VDG

SIDEWALK LIMIT

PRIVATE PLANTER LIMIT

PILE CAP LIMIT

RIGHT OF WAY

PROPERTY LINE

PROPERTY LINE

N A

PL

ES

V D

G T

IE

B

A C

K C

A P

R

EP

A

IR

VI

ST

A D

EL

G

O

LF

O , L

O N

G B

EA

C

H C

A

TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

PROFILE - 19 VISTA DEL GOLFO

0 1.51.5

SCALE: 1" = 3'

HORIZONTAL SCALE: 1" = 3'

VERTICAL SCALE: 1" = 1.5'

V

IS

TA

D

EL

G O

LF

O

P

IL

E C

A P

R

EP

A

IR

P

LA

N A

N D

P R

O

FI

LE

PLAN - 19 VISTA DEL GOLFO

SCALE: 1" = 3'

CONSTRUCTION NOTES

PILE CAP SPALL REPAIR, PER DETAIL 5 AND 6 ON SHT. C-13

POST POCKET (PP) FULL REPAIR PER, DETAIL 1 AND 2 ON SHT.

C-13

PILE CAP CRACK REPAIR, PER DETAIL 4 ON SHT. C-13

GRIND AND PATCH HORIZONTAL CONCRETE JOINT, PER

DETAIL 8 AND 9 ON SHT. C-136

RESEAL EXPANSION JOINT, PER DETAIL 7 ON SHT. C-139

PROFILE LEGEND

POST POCKET DAMAGE

SPALL DAMAGE

NOTE: CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN

ON PLAN AND SHALL NOTIFY ENGINEER OF RECORD OF ANY

DISCREPANCIES PRIOR TO BEGINNING WORK

PLAN LEGEND

WALL

CONCRETE EDGE

HANDRAIL AND HANDRAIL POST

MAJOR CONTOUR

MINOR CONTOUR

13+33.9712+89.27

HANDRAIL

TOP OF PILE CAP

BOTTOM OF PILE CAP

6TYP

4 4

13+00

SHEET PILE

ENDS 24' BELOW BOTTOM OF PILE CAP ± EL -18.0'

MLLW ± EL 0.0'

PCC SHEET PILES

2'-4" ± TYP

-18 -18

13+00

ST

A.

=1 2+

.8

ST

A.

=1 2+

.2

ST

A.

=1 2+

.8

ST

A.

=1 3+

.0

ST

A.

=1 3+

.0

ST

A.

=1 3+

.0

ST

A.

=1 3+

.8

ST

A.

=1 3+

.9

PP

F

U

LL PP

F U

LL

PP

F

U

LL

PP

F

U

LL

PP

F

U

LL

W

AT

ER

L

IN

E

EL

EC

TR

IC

AL

L

IN

E

23 VDG

SIDEWALK LIMIT

PRIVATE PLANTER LIMIT

PILE CAP LIMIT

RIGHT OF WAY

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

N A

PL

ES

V D

G T

IE

B

A C

K C

A P

R

EP

A

IR

VI

ST

A D

EL

G

O

LF

O , L

O N

G B

EA

C

H C

A

TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE STE. 500

IRVINE, CA 92614

PHONE:(949) 809-5000

FAX: (949) 809-5010

www.tetratech.com

Know what's below.

before you dig.Call

R

PROFILE - 23 VISTA DEL GOLFO

0 1.51.5

SCALE: 1" = 3'

HORIZONTAL SCALE: 1" = 3'

VERTICAL SCALE: 1" = 1.5'

V

IS

TA

D

EL

G O

LF

O

P

IL

E C

A P

R

EP

A

IR

P

LA

N A

N D

P R

O

FI

LE

PLAN - 23 VISTA DEL GOLFO

S…