DRAWING / FILE NUMBER:

MC-5264

FAMIS PROJECT:

WASXX

XXXXXXXXX

FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WASXX

XXXXXXXXX

DIRECTOR OF WATER/SEWER ENGINEERING

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

BY CK'D.

CITY ENG.

VERIZON

EDISON CO.

LB ENERGY

FIRE

INPUT BY

AS-BUILT BY

POSTED GIS

CONSTRUCTED BY

GIS TILE

SPEC. NO

SECTION MAP

SERVICE ATLAS PAGE

GATE VALVES REC.

SEE SHEETSCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE 05/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH PUBLIC UTILITIES

DEPARTMENT

MA

SCP 05/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

LOS CERRITOS CHANNEL AT BIXBY HILL

RETAINING WALL REPAIR

LONG BEACH PUBLIC UTILITIES DEPARTMENT

LONG BEACH, CALIFORNIA

PLANS FOR THE CONSTRUCTION OF

GENERAL MANAGER

B. ANATOLE FALAGAN

THOMAS BEKELE - SENIOR DIRECTOR OF ENGINEERING DATE

LONG BEACH PUBLIC UTILITIES DEPARTMENT

APPROVED BY:

LOS CERRITOS CHANNEL AT BIXBY

HILL RETAINING WALL REPAIR

G-001

GENERAL

TITLE SHEET

WD-11-26

AUGUST 2026

SUBMITTED BY:

DRP Engineering, INC.

S A

I K

- C H O O N P O

HS

A

I K

- C H O O N P O

H

PROJECT MANAGER:

SAIK-CHOON POH R.C.E. 69223 DATE

08/25/2026 wadepew Image wadepew Image wadepew Text Box 8-26-26 wadepew Text Box 8-26-26 wadepew Image wadepew Text Box 8-27-26

LONG

BEACH

ROAD CENTERLINE AND STREET NAME

RIGHT-OF-WAY

LOT

CURB

EXISTING STORM DRAIN LINE, SDMH, AND SD CATCH BASIN

DETAIL NUMBER

DETAIL SHEET

SHEET BOUNDARY

PROPOSED RETAINING WALL

EXISTING RETAINING WALL

FLOW LINE

EQUIPMENT ACCESS ROUTE

VICINITY MAP

SHEET INDEX

SHEET NO.

1 G-001 TITLE SHEET

2 G-002 SHEET INDEX, VICINITY MAP, GENERAL NOTES

ABBREVIATIONS, LEGENDS & SYMBOLS AND

PUBLIC AGENCIES

3 D-001 DEMO PLAN

4 D-002 SECTIONS AND DETAILS

5 S-001 STRUCTURAL GENERAL NOTES

6 S-002 STRUCTURAL GENERAL NOTES

7 S-003 STRUCTURAL GENERAL NOTES

8 S-101 TYPICAL REBAR & S.O.G

9 S-102 TYPICAL DETAILS

10 S-201 SITE PLAN

DESCRIPTION

G-002

NTS

GENERAL NOTES

1. CONTRACTOR AGREES THAT IN ACCORDANCE WITH

GENERALLY ACCEPTED CONSTRUCTION PRACTICES,

CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND

COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS

DURING THE COURSE OF THE CONSTRUCTION OF THE

PROJECT, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING

HOURS AND CONTRACTOR FURTHER AGREES TO DEFEND,

INDEMNIFY AND HOLD HARMLESS THE CITY, ITS EMPLOYEES,

AGENTS AND DRP ENGINEERING FROM ANY AND ALL

LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST

EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC

WORKS CONSTRUCTION, AND IN ACCORDANCE WITH THE

CITY OF LONG BEACH AMENDMENTS TO STANDARD

SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (LATEST

EDITION), THE CITY OF LONG BEACH PUBLIC UTILITIES DEPARTMENT

WATER AND SEWER STANDARDS, ALL APPLICABLE AMERICAN

WATER WORKS ASSOCIATION (AWWA) STANDARDS, DEPARTMENT

OF DRINKING WATER REQUIREMENTS, PERMIT REQUIREMENTS,

AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS,

ALL TO THE SATISFACTION OF THE LONG BEACH PUBLIC UTILITIES

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT

DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS

IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION

PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR

DISCREPANCIES NOT SO REPORTED AND RESOLVED.

4. THE CONTRACTOR SHALL PERFORM A UTILITY SEARCH FOR

THE PROJECT AREAS. THE CONTRACTOR IS REQUIRED TO

TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE

UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES

NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR

ANY DAMAGE TO THESE LINES OR STRUCTURES. IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY EACH

RESPECTIVE UTILITY AND UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA, 811 TO DETERMINE THE EXACT

FIELD LOCATION OF UTILITIES WHICH MAY CONFLICT WITH

THE WORK.

5. THE CONSTRUCTION DRAWINGS SHOW THE GENERAL

LOCATION AND DEPTH OF UNDERGROUND UTILITIES BASED

ON THE BEST INFORMATION AVAILABLE TO LBUD. LBUD

DOES NOT GUARANTEE THE LOCATION OR DEPTH OF

UNDERGROUND UTILITIES AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO FIND THE EXACT

LOCATION AND DEPTH OF UNDERGROUND UTILITIES IN

AREAS REQUIRING EXCAVATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO

EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING,

MARKER AND MARKINGS, TRAFFIC SIGNAL DETECTOR LOOPS,

STREET LIGHT CONDUITS, STRUCTURES, TREES, AND

IRRIGATION SYSTEMS AS A RESULT OF HIS OPERATION AND

WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE

SATISFACTION OF AND AS DIRECTED BY, LONG BEACH PUBLIC

UTILITY DEPARTMENT, THE ENGINEER, UTILITY COMPANY OR

PROPERTY OWNER.

7. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS

THE PROJECT ON THE PROJECT SITE AT ALL TIMES, AND

HE SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS

8. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.

9. THE CONTRACTOR SHALL COOPERATE WITH CONTRACTORS

PERFORMING OTHER CONSTRUCTION WORK IN AREAS

ADJACENT TO THE PROJECT SITE.

10. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL

TIMES.

11. THE WALLS AND FACE OF ALL EXCAVATION FIVE (5) FEET OR

GREATER IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A

SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER

EQUIVALENT MEANS. TRENCHES OR EXCAVATION LESS THAN

FIVE (5) FEET IN DEPTH SHALL BE GUARDED WHEN

EXAMINATION BY A REGISTERED CIVIL ENGINEER IN THE

STATE OF CALIFORNIA HAS INDICATED THAT HAZARDOUS

GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR

SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR

TRENCH WORK AS DESCRIBED FROM CAL-OSHA.

DEPARTMENT.

DRAWING / FILE NUMBER:

MC-5264

FAMIS PROJECT:

WASXX

XXXXXXXXX

FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WASXX

XXXXXXXXX

DIRECTOR OF WATER/SEWER ENGINEERING

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

BY CK'D.

CITY ENG.

VERIZON

EDISON CO.

LB ENERGY

FIRE

INPUT BY

AS-BUILT BY

POSTED GIS

CONSTRUCTED BY

GIS TILE

SPEC. NO

SECTION MAP

SERVICE ATLAS PAGE

GATE VALVES REC.

SEE SHEETSCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE 05/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH PUBLIC UTILITIES

DEPARTMENT

MA

SCP 05/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

LOS CERRITOS CHANNEL AT BIXBY HILL

RETAINING WALL REPAIR

LOCATION MAP

SYMBOLS

SURVEY NOTE

NOTE TO CONTRACTOR

PUBLIC AGENCIES & UTILITIES

CITY OF LAKEWOOD

333 W. OCEAN BLVD., 9TH FLOOR

PUBLIC WORKS - TRAFFIC/ TRANSPORTATION

LONG BEACH, CA 90802

(562) 570-6331

(714) 796-9932

SANTA ANA, CA 92705

ERIKA BALLESTEROS

1444 E. MCFADDEN AVE.

LAKEWOOD, CA 90713

5812 ARBOR RD.

(714) -889-0272

SC EDISON

JASON WEN

KIM GURULE

RAY ROUNDTREE

ZACHARY HOEPFNER

(562) 570-2525

LONG BEACH, CA 90808

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

CHUCK QUERIDO

3205 LAKEWOOD BLVD.

CITY OF LONG BEACH - FIRE DEPARTMENT

HUNTINGTON BEACH, CA 92467

7352 SLATER AVE.

(714) 375-6760

1601 SAN FRANCISCO AVE.

CITY OF LONG BEACH - TRAFFIC SIGNALS / LIGHTS

FRONTIER COMMUNICATIONS

(720) 305-0400

P.O. BOX 4998

(562) 908-4288 X1205

WHITTIER, CA 90601

(562) 570-2300

LONG BEACH, CA 90806

LONG BEACH UTILITIES DEPARTMENT

LONG BEACH, CA 90807

1800 E WARDLOW ROAD

2400 E SPRING ST.

(562) 570-2766

LONG BEACH, CA 90813

MARC WRIGHT

LONG BEACH GAS & OIL (562) 570-2036

333 W. OCEAN BLVD.

PUBLIC WORKS-ENGINEERING

LONG BEACH, CA 90802

(562) 570-5055

(626) 458-5100

ALHAMBRA, CA 91803

CITY LIGHT & POWER INC.

LONG BEACH, CA 90806

2961 REDONDO AVE.

900 S. FREMONT AVE.

7337 CENTRAL AVENUE

CHARTER COMMUNICATIONS

RIVERSIDE, CA 92504

(951) 406-1601

SANITATION DISTRICTS OF LOS ANGELES COUNTY

1963 E. ANAHEIM ST.

LONG BEACH TRANSIT

LONG BEACH, CA 90813

(562) 599-8570

FACILITIES MAPPING

GIS SPECIALIST

ENGINEERING COORDINATOR

MANAGER OF ENGINEERING

5900 CHERRY AVE., 2ND FLOOR

PLAINS ALL AMERICAN PIPELINE

LONG BEACH, CA 90802

MIKE EIDMAN

(562) 221-6777

LAND ANALYST

1005 D STREET

QUESTAR/ DOMINION ENERGY

ROCK SPRINGS, WY 82901

COLE WRIGHT

(307) 352-7115

OPERATIONS ENGINEER

1919 STATE COLLEGE BLVD.

SOCAL GAS

ANAHEIM, CA 92806

ERNIE GONZALES

(714) 634-3121

PLANNING ASSOCIATE

9400 OAKDALE AVE.

SOCAL GAS TRANSMISSION

CHATSWORTH, CA 91311

(818) 701-4546

6 CENTERPOINTE DR., STE 500

TESORO

LA PALMA, CA 90623

CYNTHIA SMITH

(714) 880-1687

RIGHT OF WAY DEPARTMENT

6 CENTERPOINTE DR., STE 500

BOEING

LA PALMA, CA 90623

JOHN E WILLIAMS

(562) 797-2847

6 CENTERPOINTE DR., STE 500

ZAYO FNA ABOVE NET

LA PALMA, CA 90623

THOMAS BRUINIERS

(213) 283-3601

WESTERN REGION OSP PROJECT MANAGER

(949) 864-0296

IRVINE, CA 92614

CALEB KING

2698 WHITE RD.

MPOWER

100 W. ALONDRA BLVD., RM. A202

AT&T

(714) 666-9219

TULSA, OK 74103

CENTURYLINK, INC

LITTLETON, CO 80120

700 W. MINERAL AVE.

100 S. CINCINNATI AVE., STE 1200

(310) 515-4029

GARDENA, CA 90248

CARL RANDOLPH

LEVEL 3 COMMUNICATIONS (918) 547-0007

BUSINESS ANALYST

GEORGE MCELVAIN

ENGINEERING ADMINISTRATOR

MARK DENNING SR.

OSP ENGINEER

MANAGER OF PUBLIC SERVICE

12. JETTING SHALL NOT BE ALLOWED UNDER ANY CIRCUMSTANCES.

ALL ELEVATIONS, DIMENSIONS, AND COORDINATES WITHIN THIS PLAN SET ARE BASED ON AS-BUILTS, FIELD MEASUREMENTS, AND OTHER AVAILABLE INFORMATION TO THE BEST OF THE ENGINEER'S KNOWLEDGE. NO FORMAL TOPOGRAPHIC OR BOUNDARY SURVEY WAS PERFORMED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AS NECESSARY TO PROVIDE SURVEY TO CONFIRM DIMENSIONS, ELEVATIONS, AND LOCATIONS TO TIE ALL IMPROVEMENTS TO LOCAL BENCHMARKS. DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF LBUD.

THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITIES, PIPES, STRUCTURES, ETC.)

SHOWN ON THE PLANS (MAIN LINES ONLY - NO SERVICE LATERALS) ARE APPROXIMATE AND WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY UTILITY COMPANIES. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL DETERMINE THE DEPTH AND LOCATION OF UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITY NOT OF

RECORD OR NOT SHOWN ON THE PLANS.

SHEET INDEX, VICINITY MAP

& GENERAL NOTES

DEMOLITION NOTES

NOTES

DEFERRED SUBMITTAL LIST:

wadepew Image wadepew Image wadepew Text Box 8-26-26 wadepew Text Box 8-26-26

AutoCAD SHX Text

BAY

AutoCAD SHX Text

MONICA

AutoCAD SHX Text

MARINA

AutoCAD SHX Text

DEL REY

AutoCAD SHX Text

FWY.

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text

DA

AutoCAD SHX Text

IEN

AutoCAD SHX Text

HAC

AutoCAD SHX Text

SAN

AutoCAD SHX Text

GABRIEL

AutoCAD SHX Text

ROSEMEAD

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text

LAKEWOOD

AutoCAD SHX Text

FWY.

AutoCAD SHX Text

DIEGO

AutoCAD SHX Text

SAN

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

LONG

AutoCAD SHX Text

HARBOR

AutoCAD SHX Text

TERMINAL

AutoCAD SHX Text

ISLAND FWY.

AutoCAD SHX Text

BIXBY

AutoCAD SHX Text

SLOUGH

AutoCAD SHX Text

ROLLING

AutoCAD SHX Text

HILLS

AutoCAD SHX Text

HY.

AutoCAD SHX Text

COAST

AutoCAD SHX Text

PACIFIC

AutoCAD SHX Text

FWY.

AutoCAD SHX Text

ARTESIA

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text

ARTESIA

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text

SEPULVEDA

AutoCAD SHX Text

BAY

AutoCAD SHX Text

PEDRO

AutoCAD SHX Text

SAN

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text

LINCOLN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

EL

AutoCAD SHX Text

SEGUNDO

AutoCAD SHX Text

ARTESIA

AutoCAD SHX Text

INGLEWOOD

AutoCAD SHX Text

HAWTHORNE

AutoCAD SHX Text

LAWNDALE

AutoCAD SHX Text

GARDENA

AutoCAD SHX Text

CARSON

AutoCAD SHX Text

HERMOSA BEACH

AutoCAD SHX Text

REDONDO

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

TORRANCE

AutoCAD SHX Text

LOMITA

AutoCAD SHX Text

PALOS VERDES

AutoCAD SHX Text

ESTATES

AutoCAD SHX Text

ROLLING

AutoCAD SHX Text

HILLS ESTATES

AutoCAD SHX Text

SIGNAL

AutoCAD SHX Text

HILL

AutoCAD SHX Text

BELL

AutoCAD SHX Text

HUNTINGTON PARK

AutoCAD SHX Text

CUDAHY

AutoCAD SHX Text

BELL

AutoCAD SHX Text

GARDENS

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text

FIRESTONE

AutoCAD SHX Text

MANCHESTER BLVD.

AutoCAD SHX Text

DOWNEY

AutoCAD SHX Text

PARAMOUNT

AutoCAD SHX Text

NORWALK

AutoCAD SHX Text

BELLFLOWER

AutoCAD SHX Text

LAKEWOOD

AutoCAD SHX Text

SOUTH GATE

AutoCAD SHX Text

LYNWOOD

AutoCAD SHX Text

LA MIRADA

AutoCAD SHX Text

SANTA FE

AutoCAD SHX Text

SPRINGS

AutoCAD SHX Text

PICO RIVERA

AutoCAD SHX Text

WHITTIER

AutoCAD SHX Text

CERRITOS

AutoCAD SHX Text

HAWAIIAN

AutoCAD SHX Text

GARDENS

AutoCAD SHX Text

COMPTON

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

MANHATTAN BEACH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SURREY DRIVE

AutoCAD SHX Text

CB

AutoCAD SHX Text

12" SD

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SHEET OF SHEETS

AutoCAD SHX Text

APP'D.

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text

RANCHO

AutoCAD SHX Text

E SURREY DR

AutoCAD SHX Text

E SADDLE DR

AutoCAD SHX Text

PROJECT LOCATION 6490 E SURREY DR

AutoCAD SHX Text N

AutoCAD SHX Text

DR

AutoCAD SHX Text

BIXBY TERRACE DR

AutoCAD SHX Text

E 7TH ST

AutoCAD SHX Text

LOS CERRITOS CHANNEL

AutoCAD SHX Text

LOS CERRITOS CHANNEL

AutoCAD SHX Text

CHARLES F KETTERING ELEMENTARY

AutoCAD SHX Text

550 SLIVERA AVE

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text PREPARE TEMPORARY SHORING PLANS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER, AND INSTALL TEMPORARY SHORING IN ACCORDANCE WITH THE APPROVED PLANS. REFER TO THE TEMPORARY SHORING NOTES FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text SAW CUT EXISTING WALLS AT DIMENSIONS SHOWN. REMOVE AND DISPOSE OF EXISTING WALL SECTIONS SHOWN ON THE PLANS AND DETAIL C ON SHEET D-002.

AutoCAD SHX Text REMOVE AND DISPOSE OF TREE. VERIFY WITH LBUD THAT A BIRD SURVEY HAS BEEN COMPLETED AND THAT THE TREE IS APPROVED FOR REMOVAL.

AutoCAD SHX Text REMOVE AND DISPOSE OF THE INTERFERING PORTION OF THE EXISTING FOUNDATION AT DIMENSIONS SHOWN ON DETAIL C ON SHEET D-002.

AutoCAD SHX Text

1. ALL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS ALL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE REVIEWED BY THE PROJECT ENGINEER OF RECORD WITH A STATEMENT INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE PROJECT.

AutoCAD SHX Text

1. TEMPORARY SHORING PLANS (SEE NOTE 1)TEMPORARY SHORING PLANS (SEE NOTE 1)

G-002

MC-5264

FAMIS PROJECT:

WASXX

XXXXXXXXX

FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WASXX

XXXXXXXXX

DIRECTOR OF WATER/SEWER ENGINEERING

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

BY CK'D.

CITY ENG.

VERIZON

EDISON CO.

LB ENERGY

FIRE

INPUT BY

AS-BUILT BY

POSTED GIS

CONSTRUCTED BY

GIS TILE

SPEC. NO

SECTION MAP

SERVICE ATLAS PAGE

GATE VALVES REC.

SCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE 05/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH PUBLIC UTILITIES

DEPARTMENT

MA

SCP 05/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

LOS CERRITOS CHANNEL AT BIXBY HILL

RETAINING WALL REPAIR

2 A

Community Development Department Building and Safety Bureau

411 W. Ocean Boulevard, 2nd Floor, Long Beach, CA 90802 562.570.PMIT (7648) | longbeach.gov/lbcd

INFORMATION BULLETIN

IB-039

Eff: 01-07-2013 Rev: 02-03-2025

Erosion Control Best Management Practices

Long Beach has two drainage systems – the sewers and the storm drains. The storm drain system was designed to prevent flooding by carrying excess rainwater away from city streets out to the ocean. Because the system contains no filters, it now serves the unintended function of carrying urban pollution straight to the ocean. This Information Bulletin will describe how to prevent ocean pollution from “stormwater” or “urban runoff.”

Best management practices, such as handling, storing and disposing of materials, properly prevents construction site pollutants from entering the storm drains.

GENERAL BUSINESS PRACTICES

ESCl SCHEDULING Purpose: To reduce the discharge of pollutants from construction sites by sequencing the construction project to reduce the amount and duration of soil exposure.

Schedule major grading operations during dry months.

Practice erosion and sediment control year-round.

Schedule project to disturb only small portions of the site at any one time.

Close and stabilize open trenches as soon as possible.

ESC21 DUST CONTROL

Purpose: To reduce the discharge of pollutants from construction sites by using dust control measures to stabilize soil from wind erosion, and reduce dust generated by construction activities.

Stabilize exposed soils by using vegetation, watering/sprinkling, and stone gravel layering.

Identify and stabilize primary access to site.

Direct traffic to stabilized areas within the project.

Street sweeping of adjacent public right-of-way.

ESC24 STABILIZED CONSTRUCTION ENTRANCE

Purpose: To reduce the discharge of pollutants from construction sites by reducing the amount of sediment, dust, and mud tracked off-site from construction traffic.

Stabilize construction entrance with aggregate underlain with filter cloth.

Construct on level ground where possible.

Provide ample turning radius as part of entrance.

Length should be 50-foot minimum, and width 30-foot minimum.

ESC5O SILT FENCE

Purpose: To reduce the discharge of pollutants from construction sites utilizing a silt fence that detains sediment-laden water, promoting sedimentation behind the fence.

City of Long Beach Erosion Control Best Management Practices Information Bulletin IB-039

Use in areas where sheet flow occurs.

Turn ends of fence uphill.

Select filter fabric that retains 85% of soil.

Silt fence, which is made of filter fabric, should be entrenched and attached to supporting poles.

ESC52 SANDBAG BARRIER

Purpose: To reduce the discharge of pollutants from construction sites by stacking sandbags along a level contour creating a barrier that detains sediment-laden water promoting sedimentation. Use along the perimeter of the site and around catch basin inlets to storm drains to create a temporary sediment trap.

Use sandbags large enough to withstand flooding.

Inspect sandbags after each rain.

Remove sediment behind sandbags.

Reshape or replace damaged sandbags.

ESC56 SEDIMENT BASIN

Purpose: To discharge the pollutants from construction sites by retaining runoff sufficiently to allow excessive sediment to settle.

Should be located where failure of embankment would not cause life/property damage.

Inspect weekly and after each rain.

Remove sediments by using filters if necessary, when basin is half-full.

Line basin if ground water is within 10 feet of bottom.

To request this information in an alternative format or to request a reasonable accommodation, please contact the Community Development Department at longbeach.gov/lbcd and 562.570.3807. A minimum of three business days is requested to ensure availability; attempts will be made to accommodate requests with shorter notice.

Community Development Department Building and Safety Bureau

411 W. Ocean Boulevard, 2nd Floor, Long Beach, CA 90802 562.570.PMIT (7648) | longbeach.gov/lbcd

INFORMATION BULLETIN

IB-038

Eff: 01-07-2013 Rev: 02-03-2025

Construction Activity Best Management Practices

Long Beach has two drainage systems – the sewers and the storm drains. The storm drain system was designed to prevent flooding by carrying excess rainwater away from city streets out to the ocean. Because the system contains no filters, it now serves the unintended function of carrying urban pollution straight to the ocean. This Information Bulletin will describe how to prevent ocean pollution from “stormwater” or “urban runoff” for residential projects.

Best management practices, such as handling, storing and disposing of materials properly prevents construction site pollutants from entering the storm drains.

GENERAL BUSINESS PRACTICES

CD4(2) WATER CONSERVATION PRACTICE

Purpose: To reduce the discharge of pollutants from construction sites by using construction water that does not cause erosion or wash materials off-site.

Standards:

Discourage washing of equipment on site.

Avoid using water to clean construction areas. Sweep paved areas where practical.

Direct construction water run-off to areas where it can soak into the ground.

Apply water for dust control moderately so run-off does not occur.

CA1O MATERIAL DELIVERY AND STORAGE

Purpose: To reduce the discharge of pollutants during the delivery and storage process by minimizing the contact of materials with run-off.

Standards:

Designate storage areas at the project site.

Prevent spills or leakage of liquid materials from contaminating soil or soaking into the ground by placing storage areas on impervious surfaces. Do not store hazardous chemicals, drums, or bagged materials directly on the ground.

Provide curbs or dikes around the perimeter of material storage areas.

Store materials indoors when available.

Minimize hazardous material storage on-site.

Keep hazardous materials in their original containers and keep them well labeled.

Keep ample supply of appropriate spill clean-up material near storage areas.

Contain and clean up any spill immediately.

CA11 MATERIAL USE

Purpose: To reduce the discharge of pollutants by properly storing and utilizing materials.

Standards:

City of Long Beach Construction Activity Best Management Practices Information Bulletin IB-038

Use materials only where and when needed to complete the construction activity.

Follow manufacturers instructions regarding the preparation, use, and disposal of materials.

Avoid exposing applied materials to rainfall and run-off unless sufficient time has allowed for them to dry.

CA12 SPILL PREVENTION AND CONTROL

Purpose: To reduce the discharge of pollutants from spills by preventing, containing and clean-up spills.

Standards:

Hold regular meetings to discuss and reinforce appropriate disposal procedures.

Use absorbent materials on small spills rather then hosing down or burying the spill.

For significant or hazardous spills that cannot be controlled by personnel in the immediate vicinity, notify local emergency response by calling 911.

CA2O SOLID WASTE MANAGEMENT

Purpose: To reduce the discharge of pollutants as a result of the creation, stockpiling and removal of litter and other construction waste.

Standards:

Collect site trash regularly, daily during rainy and windy conditions.

Keep solid materials shielded by using either a covered dumpster or other enclosed trash container that limits contact with rain, run-off, and/or scattering due to winds.

Make sure that toxic wastes and chemicals are not disposed of in dumpsters designed for construction debris.

CA21 HAZARDOUS WASTE MANAGEMENT

Purpose: To reduce the discharge of pollutants by the proper storage and disposal of waste.

Standards:

Sites with existing structures may contain waste which must be disposed of in accordance with federal, state, and local regulations which include sandblasting grit mixed with lead, cadmium, or chromium based paints and asbestos.

Major contamination, large spills, and other serious hazardous waste incidents require immediate response from specialists.

Keep liquid or semi-liquid hazardous waste in appropriate containers and under cover.

Clearly mark on all hazardous waste containers which materials are acceptable for the container.

Place hazardous waste containers in secondary containment.

Make sure that toxic wastes and chemicals are not disposed of in dumpsters designed for construction debris.

CA23 CONCRETE WASTE MANAGEMENT

Purpose: To reduce the discharge of Portland cement, concrete slurries and asphalt by implementing appropriate wash-out procedures, slurry containment, housekeeping and disposal practices.

Standards:

Do not allow slurry residue from wet coring or saw-cutting to enter storm drains.

Shovel or vacuum slurry residue and dispose in a temporary pit.

Designate areas to be used for washout of vehicles transporting concrete.

City of Long Beach Construction Activity Best Management Practices Information Bulletin IB-038

Washout areas shall have a temporary pit or berm area of sufficient volume to completely contain all liquid and waste concrete.

Once the concrete wastes are washed into the designated areas and allowed to harden, the concrete can be properly disposed.

CA3O VEHICLE AND EQUIPMENT CLEANING

Purpose: To reduce the discharge of pollutants by cleaning equipment and related activities offsite when practical.

Standards:

Clean all vehicles and equipment that regularly enter and leave the construction site.

Design wash area with a sump to allow collection and disposal of wash water.

Do not use solvents or steam to clean vehicles or equipment on site.

CA31 VEHICLE AND EQUIPMENT FUELING

Purpose: To reduce the discharge of pollutants as a result of vehicle and equipment fueling by preventing leaks and spillage.

Standards:

Locate fueling areas on a paved surface where practical.

Protect fueling areas with berms and/or dikes to prevent run-on, run-off, and to contain spills.

Absorbent materials shall be used on small spills instead of hosing down or burying.

Keep an ample supply of spill cleanup material on the site.

CA32 VEHICLE AND EQUIPMENT MAINTENANCE

Purpose: To reduce the discharge of pollutants as a result of vehicle and equipment maintenance by conducting these activities off-site or in a designated area.

Standards:

Locate on paved surfaces where practical.

Use berms to protect maintenance areas from run-on.

Do not dump fuels and lubricants onto the ground.

Do not place used oil in a dumpster or pour into a storm drain.

n with filter cloth.

BEST MANAGEMENT PRACTICE

NOTES

wadepew Image wadepew Image wadepew Text Box 8-26-26 wadepew

8-26-26

MC-5264

FAMIS PROJECT:

WASXX

XXXXXXXXX

FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WASXX

XXXXXXXXX

DIRECTOR OF WATER/SEWER ENGINEERING

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

BY CK'D.

CITY ENG.

VERIZON

EDISON CO.

LB ENERGY

FIRE

INPUT BY

AS-BUILT BY

POSTED GIS

CONSTRUCTED BY

GIS TILE

SPEC. NO

SECTION MAP

SERVICE ATLAS PAGE

GATE VALVES REC.

SEE SHEETSCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE 05/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH PUBLIC UTILITIES

DEPARTMENT

MA

SCP 05/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

LOS CERRITOS CHANNEL AT BIXBY HILL

RETAINING WALL REPAIR

DEMOLITION PLAN

DEMOLITION NOTES

LEGEND:

D-001

PLAN VIEW

D-002 C

D -0

02A wadepew Image wadepew Image wadepew Text Box 8-26-26 wadepew Text Box 8-26-26

AutoCAD SHX Text

EXISTING RETAINING WALL (PROTECT IN PLACE)

AutoCAD SHX Text

SHEET OF SHEETS

AutoCAD SHX Text

APP'D.

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AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text N

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6490 SURREY DR

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6489 SURREY DR

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LONG BEACH BIKEWAY RTE 10

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LOS CERRITOS CHANNEL

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EXISTING POOL (PROTECT IN PLACE)

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EXISTING POOL EQUIPMENT (TO BE REMOVED)

AutoCAD SHX Text

REMOVE EXISTING TREE

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LACFCD ROW

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REMOVE EXISTING TREE

AutoCAD SHX Text %%P20'-0"

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REMOVE EXISTING TREES

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REMOVE EXISTING TREES

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MAXIMUM TEMPORARY SHORING LIMIT DEMOLITION LIMIT RIPRAP

AutoCAD SHX Text 6'-5"

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2'MIN

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EXISTING POOL (TO BE PROTECTED)

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HOUSE OUTLINE (TYPICAL)

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EXISTING BIKE PATH (PROTECT IN PLACE)

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PROPOSED EQUIPMENT ACCESS

AutoCAD SHX Text PREPARE TEMPORARY SHORING PLANS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER, AND INSTALL TEMPORARY SHORING IN ACCORDANCE WITH THE APPROVED PLANS. REFER TO THE TEMPORARY SHORING NOTES FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text SAW CUT EXISTING WALLS AT DIMENSIONS SHOWN. REMOVE AND DISPOSE OF EXISTING WALL SECTIONS SHOWN ON THE PLANS AND DETAIL C ON SHEET D-002.

AutoCAD SHX Text REMOVE AND DISPOSE OF TREE. VERIFY WITH LBUD THAT A BIRD SURVEY HAS BEEN COMPLETED AND THAT THE TREE IS APPROVED FOR REMOVAL.

AutoCAD SHX Text REMOVE AND DISPOSE OF THE INTERFERING PORTION OF THE EXISTING FOUNDATION AT DIMENSIONS SHOWN ON DETAIL C ON SHEET D-002.

AutoCAD SHX Text

EXISTING TREE (PROTECT IN PLACE)

AutoCAD SHX Text

EXISTING FOUNDATION

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING RETAINING WALL (PROTECT IN PLACE)

AutoCAD SHX Text ±5'

AutoCAD SHX Text ±5'

AutoCAD SHX Text

SCALE: 1"=10'-0"

AutoCAD SHX Text B

AutoCAD SHX Text D-002

AutoCAD SHX Text

6498 SURREY DR

PHOTO 2

WEST SIDE OF THE CHANNEL WALL AT NORTH END

DRAWING / FILE NUMBER:

MC-5264

FAMIS PROJECT:

WASXX

XXXXXXXXX

FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WASXX

XXXXXXXXX

DIRECTOR OF WATER/SEWER ENGINEERING

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

BY CK'D.

CITY ENG.

VERIZON

EDISON CO.

LB ENERGY

FIRE

INPUT BY

AS-BUILT BY

POSTED GIS

CONSTRUCTED BY

GIS TILE

SPEC. NO

SECTION MAP

SERVICE ATLAS PAGE

GATE VALVES REC.

SEE SHEETSCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE 05/26

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

B. ANATOLE FALAGAN

GENERAL MANAGER

LONG BEACH PUBLIC UTILITIES

DEPARTMENT

MA

SCP 05/26

N/A

1111 Corporate Center Dr, Suite 303 Monterey Park, CA 91754

LOS CERRITOS CHANNEL AT BIXBY HILL

RETAINING WALL REPAIR

DEMOLITION PHOTOS

EXISTING RETAINING WALL SECTION

TEMPORARY SHORING NOTES:

LEGEND:

DEMOLITION NOTES

D-002

D-002 B

D-002 C

PHOTO 1

OVERALL VIEW OF THE CHANNEL WALL

D-002 A wadepew Image wadepew Image wadepew Text Box 8-26-26 wadepew Text Box 8-26-26 wadepew Image

1. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS

THOSE SHOWN FOR SIMILAR CONDITIONS. REFER TO THE TYPICAL DETAIL

SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS APPLY TO

ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE.

WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE

CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE

ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION.

2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE

CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC

DETAILS SHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER

THESE NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS.

3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST

DEMOLITION DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE

OMITTED OR NOT CLEAR, CONTACT THE STRUCTURAL ENGINEER OF RECORD

(SEOR). ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE FIELD

VERIFIED BY THE CONTRACTOR.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE SEOR

OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER

DRAWINGS; OR EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM

THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF WORK. THE

CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF

THE BUILDING THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH

THE AFFECTED PARTIES.

5. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS

OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION.

SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING

OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO

THE SITE BY SEOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT

SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE

OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY

APPLY TO THIS PROJECT. THE SEOR AND THE OWNER DO NOT ACCEPT ANY

RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE

REQUIREMENTS.

7. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).

8. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE

STRUCTURE SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR

RESULT IN AN UNBALANCED CONDITION.

9. ALL BLOCK MATERIALS, DESIGN/DETAILING, AND COLOR(S) SHALL MATCH

EXISTING CONDITIONS. CONTRACTOR SHALL PROVIDE MATERIAL SAMPLES FOR

REVIEW AND APPROVAL PRIOR TO INSTALLATION.

GENERAL NOTES:

1. CODES:

ALL WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA BUILDING

CODE (CBC) 2025 EDITION, INCLUDING ALL AMENDMENTS. ALL STANDARDS

USED SHALL BE THE LATEST VERSION APPROVED BY THE CODE

ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS

SPECIFICALLY NOTED OTHERWISE.

2. WIND DESIGN INFORMATION

• RISK CATEGORY = II, Iw = 1.0

• BASIC WIND SPEED, V = 95 MPH

• EXPOSURE = C

• Kz = 0.85, Kd = 0.85, Kzt = 1.0

3. FLOOD ZONE = X

4. SEISMIC DESIGN INFORMATION (ASCE 7)

• RISK CATEGORY = II Ie = 1.0

• SITE CLASS = C

• SS = 1.536 , S1 = 0.553 SDS = 1.229 SD1 = 0.534

• SEISMIC DESIGN CATEGORY = D

STRUCTURAL DESIGN CRITERIA:

1. FIELD VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO SHOP DRAWING

PRODUCTION AND FABRICATION OF STRUCTURAL ELEMENTS.

2. WHERE ALL OTHER EXISTING CONDITIONS VARY SIGNIFICANTLY FROM THOSE

SHOWN ON THESE DRAWINGS, THE STRUCTURAL ENGINEER SHALL BE

NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO SUBJECT

CONDITIONS.

3. SHORE ALL EXISTING CONSTRUCTION AS REQUIRED.

4. SPECIAL INSPECTION IS REQUIRED FOR ALL WORK.

EXISTING CONDITIONS NOTES:

1. THE ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING

UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. THE

LOCATION OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE

DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE OWNER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE

DISCOVERED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY

RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING

UNDERGROUND UTILITIES.

EXISTING UNDERGROUND UTILITY NOTES:

1. SEE SOIL REPORT BY:

REPORT NO.: DATED:

SOILS REPORT SHALL BE CONSIDER A PART OF THESE CONSTRUCTION

DOCUMENTS.

2.

3. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND

CONDITIONS INDICATED IN THE SOIL REPORT. THE GEOTECHNICAL ENGINEER

SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE.

4. SUBSURFACE SOIL PREPARATION:

A. ALL EXISTING UNDOCUMENTED FILL SHALL BE REMOVED AND

RECOMPACTED. ALL TOPSOILS SHALL BE REMOVED AS REQUIRED BY

THE GEOTECHNICAL ENGINEER.

B. GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING THE

OVEREXCAVATION PROCESS. THE ACTUAL DEPTH OF REMOVAL WILL BE

DETERMINED DURING GRADING OPERATIONS.

C. OFFSITE FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL

ENGINEER PRIOR TO PLACEMENT.

5. FOOTING ELEVATIONS ARE NOTED ON THE PLANS AND DETAILS . IN ANY CASE,

FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILL

OR BEDROCK , IN ACCORDANCE WITH THE SOIL REPORT AND DETAILS SHOWN.

6. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED

DURING EXCAVATION AND BACKFILLING.

7. ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS.

8. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED WITH NON-EXPANSIVE

SOIL BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE ATTAINS ITS

FULL DESIGN STRENGTH.

9. THE DESIGN OF ALL RETAINING WALLS INDICATED ON THESE DRAWINGS IS

BASED ON DRAINED SOILS.

10. ALL GRADING, FOUNDATION FOOTINGS, AND DRAINAGE PLANS SHALL BE

REVIEWED BY THE GEOTECHNICAL ENGINEER UPON SUBMITTAL. A CERTIFIED

LETTER BY THE GEOTECHNICAL ENGINEER IS REQUESTED STATING THAT THE

RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT HAVE BEEN

INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS PRIOR TO

CONSTRUCTION.

11. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT

FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING

OFFICIAL IN WRITING THAT:

A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS

REPORT.

B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND

COMPACTED.

C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE

SOILS REPORT.

FOUNDATION AND SLAB ON GRADE NOTES:

ALLOWABLE FTG VERTICAL BEARING PRESSURE

DEAD LOAD + LIVE LOAD = ......................................................................2000 PSF DEAD LOAD + LIVE LOAD + LATERAL LOAD = ......................................2600 PSF

ALLOWABLE FTG LATERAL BEARING PRESSURE IS 300 PSF PER FT OF DEPTH

ALLOWABLE FTG COEFFICIENT OF FRICTION FOR SLIDING: 0.30

NYNYO & MOORE

213038001 08/19/2025

1. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS,

INSTALLATION AND MONITORING OF ALL TEMPORARY SHORING AND BRACING

AS REQUIRED TO SUPPORT EXISTING CONDITIONS.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION

OF THE CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA).

3. TEMPORARY CUTS SHALL NOT EXCEED SLOPES RECOMMENDED IN THE SOIL

REPORT, NOR THOSE SHOWN ON THE SHORING DRAWINGS, IF REQUIRED, FOR

CONSTRUCTION OF FOUNDATIONS.

4. THE INSTALLATION OF SHORING AND EXCAVATIONS SHALL BE PERFORMED

UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE GEOTECHNICAL

ENGINEER.

5. THE DESIGN OF THE SHORING SYSTEM SHALL BE BASED UPON

RECOMMENDATIONS CONTAINED IN THE SOIL REPORT. THE SHORING

CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL DATA THEREIN AND

SHALL KEEP A COPY OF THE REPORT AT THE JOB SITE AT ALL TIMES.

SHORING AND EXCAVATIONS NOTES:

1. SUBMIT DETAILED PLAN SHOWING DESIGN OF SHORING, BRACING, SLOPING,

OR OTHER PROVISIONS FOR WORKER PROTECTION FROM HAZARD OF CAVING

GROUND DURING EXCAVATION OF ANY TRENCH, PIT, OR EXCAVATION

GREATER THAN OR EQUAL TO 5’ DEEP.

2. TRENCH SHIELDS OR BOXES WILL NOT BE PERMITTED.

3. SHORING SHALL CONFORM TO REQUIREMENTS OF CAL OSHA CONSTRUCTION

SAFETY ORDERS ARTICLE 6 “EXCAVATION”.

4. SHORING PLAN WILL BE REJECTED IF:

A. PLAN IS BASED ON SUBSURFACE CONDITIONS MORE FAVORABLE THAN

THOSE SHOWN IN GEOTECHNICAL INVESTIGATION.

B. PLAN IS NOT PREPARED BY CALIFORNIA–LICENSED CIVIL OR STRUCTURAL

ENGINEER.

C. PLAN DOES NOT ADDRESS ALLOWABLE SURCHARGES LOADS.

D. PLAN MAKES USE OF HORIZONTAL STRUTTING BELOW PIPE BARREL.

E. PLAN MAKES USE OF PIPE AS A SUPPORT.

F. PLAN DOES NOT HAVE LICENSED STRUCTURAL ENGINEERS STAMPS.

5. IF SHORING PLAN VARIES FROM SHORING SYSTEM STANDARD DRAWINGS,

PLAN SHALL BE PREPARED BY CALIFORNIA–REGISTERED STRUCTURAL OR

CIVIL ENGINEER AS REQUIRED BY CAL/OSHA CONSTRUCTION SAFETY ORDERS

AND APPLICABLE LAWS.

6. SHOWING PLAN SHALL BE ENGINEERED TO ACCOMMODATE SURCHARGE ON

SIDE OF TRENCH OF AT LEAST 300PSF TO ALLOW FOR EQUIPMENT WHEEL

LOADS OR STOCKPILING OF MATERIAL. PLAN SHALL SHOW ALLOWABLE

SURCHARGE LOADS FOR NEARBY EMBANKMENTS AND STRUCTURES, FOR

SPOIL BANKS, AND FOR CONSTRUCTION EQUIPMENT AND OTHER

CONSTRUCTION LOADING. FOR ALL TRENCH CONDITIONS, SHORING PLAN

SHALL SHOW MINIMUM HORIZONTAL DISTANCES FROM SIDE OF TRENCH AT ITS

TOP TO NEAR SIDE OF SURCHARGE LOADS.

7. SHORING PLAN SHALL ALLOW FOR LATERAL GROUNDWATER PRESSURES.

8. PLAN SHALL SHOW SEQUENCE AND PROCEDURE FOR INSTALLING AND

REMOVING SHORING SYSTEM COMPONENTS.

9. SHORING PLAN SHALL SHOW AND ACCOMMODATE PROTECTION OF EXISTING

UNDERGROUND UTILITIES.

ADDITIONAL SHORING NOTES:

SCOPE OF WORK:

RETAINING WALL SUPPORTED BY GRADE BEAM

WITH CONCRETE PILES.

FREE-STANDING WALLS AT RETAINING SIDE.

R

EG

IS

T E

RE

D

PRO

FESS IONAL

ENG

I N E E R

No.

Exp. 9/30/26

S4029

Y

OU

N

G - K EUN

N A M

STATE OF CAL I F

OR

N I

A

S

T R U C T U R

A

L

F

IL

E N

A M

E M c .d w g

D

E S

IG

N

B Y

DRAWING / FILE NUMBER:

FAMIS PROJECT:

WASXX

XXXXXXXXX

FAMIS PROJECT:

MUNIS PROJECT: MUNIS PROJECT:

WASXX

XXXXXXXXX

1111 Corporate Center Dr, Suite 303

Monterey Park, CA 91754

MC-5264

SHEET OF SHEETS

DIRECTOR OF WATER/SEWER ENGINEERING

MANAGER OF ENGINEERING

APPROVED

RECOMMENDED

DEPARTMENT DATE

APP'D.BY CK'D.

CITY ENG.

VERIZON

EDISON CO.

LB ENERGY

FIRE

INPUT BY

AS-BUILT BY

POSTED GIS

CONSTRUCTED BY

GIS TILE

SPEC. NO

SECTION MAP

SERVICE ATLAS PAGE

GATE VALVES REC.

SEE SHEETSCALE

N/A

CONTRACT NO.

CHECKED BY

DESIGNED BY

DATE

DATE

CORRECTED BY

DATE

DATE

DATE

DATE

DATE

08/25

VARIOUS

DESCRIPTIONDATEREV.

DATE

DATE

GENERAL MANAGER

MA

_CDR_______ 08/25-

N/A

LOS CERRITOS CHANNEL AT BIXBY KNOWLS

RETAINING WALL REPAIR

B. ANATOLE FALAGAN

LONG BEACH UTILITIES DEPARTMENT

E N G I N E E R S I N CV C A

2401 E. Katella Ave #430

Anaheim, CA 92806

Tel. 949.679.0870

Fax. 949.679.9370

Project No.: L1083

C I V I LQuality

Service

Commitment

S T R U C T U R A L DBEMBE SBE

S-001

STRUCTURAL GENERAL NOTES

wadepew Image wadepew Image wadepew Text Box 8-26-26 wadepew

TYPICAL ABBREVIATIONS

A.B. ANCHOR BOLT

INT INTERIOR

ABV ABOVE

ADDT'L ADDITIONAL

KLF KIPS PER LINEAR FOOT

ADJ ADJACENT

KSL KIPS PER SQUARE FOOT

A.F.F. ABOVE FINISH FLOOR

KSI KIPS PER SQUARE INCH

ALT ALTERNATE

L ANGLE

ARCH ARCHITECT(URAL)

LFRS

LATERAL FORCE

BLDG BUILDING

RESISTING SYSTEM

BLK'G BLOCKING

LLH LONG LEG HORIZONTAL

BLW BELOW

LLV LONG LEG VERTICAL

BM BEAM LP LOW POINT

BN BOUNDARY NAILING LWC LIGHTWEIGHT CONCRETE

B.O. BOTTOM OF MAX MAXIMUM

BOT BOTTOM M.B. MACHINE BOLT

BRG BEARING MECH MECHANICAL

B.S.

BOTH SIDES MFR MANUFACTURER

BTWN BETWEEN

MIN MINIMUM

C

CAMBER OR

MTL METAL

C.I.P. CAST IN PLACE

(N) NEW

CJ

CONTROL

NS NEAR SIDE OR NON-SHRINK

CONSTRUCTION JOINT

NTS NOT TO SCALE

CL CENTERLINE

NWC NORMAL WEIGHT CONCRETE

CLR CLEAR O.C. ON CENTER

CMU CONCRETE MASONRY UNIT O.F. OUTSIDE FACE

COL COLUMN OH OPPOSITE HAND

CONC CONCRETE

OPM

OSHPD PRE APPROVAL OF

CONN CONNECTION

PDF POWDER DRIVEN FASTENER

CONT CONTINUOUS

PJ PANEL JOIST

CP COMPLETE PENETRATION

PL PLATE

CSK COUNTERSINK

PLC(S) PLACE(S)

CTR(D) CENTER(ED)

PLF POUND PER LINEAR FOOT

DB BAR OR BOLT DIAMETER

PLYWD PLYWOOD

DBL DOUBLE

PREFAB PREFABRICATED

DC DEMAND CRITICAL

PSF POUND PER SQUARE FOOT

DEMO DEMOLITION

PSI POUND PER SQUARE INCH

DET DETAIL

PT

PRESSURE TREATED OR

DIA DIAMETER

POST TENSION

DIAG DIAGONAL

QTY QUNATITY

DIM DIMENSION

RAD, R RADIUS

DO DITTO

REF REFERENCE

DWG DRAWING

REINF REINFORCING

(E) EXISITNG

REQ'D REQUIRED

EA EACH

SB SILL BOLT

E.F. EACH FACE

SC SAW CUT OR SLIP CRITICAL

EJ EXPANSION JOIST

SCHED SCHEDULE

EMBED EMBEDMENT

SEOR

STRUCTURAL ENGINEER

ELEC ELECTRICAL

ON RECORD

ELEV ELEVATION

SHT'G SHEATHING

EN EDGE NAILING

SIM SIMILAR

E.O. EDGE OF

SLRS

SEISMIC LOAD

EOR ENGINEER OF RECORD

RESISTING SYSTEM

EQ EQUAL

SMS SHEET METAL SCREW

EQUIP EQUIPMENT

SN SILL NAIL

E.S. EACH SIDE/ EDGE SCREW

S.O.G. SLAB ON GRADE

E.W. EACH WAY

SQ SQUARE

EXP EXPANSION

SS STAINLESS STEEL

EXT EXTERIOR

STD STANDARD

FIN FINISH

STAGG. STAGGERED

FLR FLOOR

SITFF STIFFENER

FN FIELD NAILING

STL STEEL

FND FOUNDATION

STRUCT STRUCTURAL

F.O. FACE OF

T&B TOP AND BOTTOM

FS

FAR SIDE OR FIELD SCREW

THK THICK

FRM'G FRAMING

T.O. TOP OF

FT FOOT OR FEET

T.O.M. TOP OF MASONRY

FTG FOOTING

T.O.S. TOP OF STEEL

G GIRDER

TYP TYPICAL

GA GAUGE

U.N.O. UNLESS NOTED OTHERWISE

GALV GALVANIZED

VERT VERTICAL

H.A.B. HEADED ANCHOR BOLT

W/ WITH

HD HOLDOWN

W/O WITHOUT

HDR HEADER

WF WIDE FLANGE/WALL FOOTING

HGR HANGER

WLD WELDED

HK HOOK

WO WHERE OCCURS

HORIZ HORIZONTAL

WP WORK POINT

HP HIGH POINT

WT WEIGHT

HS HIGH STRENGTH

WWF WELDED WIRE FABRIC

HSS

HOLLOW STRUCTURAL

SECTION

REFERENCE ELEVATION OR

HT HEIGHT

WORK POINT

IN INCH

PENE PENETRATION

OPN'G OPENING

MANUFACTURER’S

CERTIFICATION

A.T.R. ALL THREADED ROD

LBS POUND

WWM WELDED WIRE MESH

GB GRADE BEAM

LONG. LONGITUDINAL

SF SPREAD FOOTING

TRANS. TRANSVERSE

LLBB LONG LEG BACK TO BACK

JST JOIST

PERF PERFORATED

NOM. NOMINAL

OD OUTSIDE DIAMETER

RJ ROOF JOIST

FJ FLOOR JOIST

C-CHANNEL

DIST DISTANCE

W.S. WELDED STUD

FN HT FINISH HEIGHT

⌀ DIAMETER

FINISH SURFACE

R.O. ROUGH OPENING

S.A.D. SEE ARCHITECUTRAL DRAWINGS

BOUNDARY SCREW

1. REINFORCING GRADES FOR CONCRETE OR MASONRY:

• ALL BARS EXCEPT THOSE TO BE WELDED ASTM A615, GRADE 60

• TIES AND STIRRUPS ASTM A615, GRADE 60

• ALL BARS TO BE WELDED ASTM A706, GRADE 60

2. MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF

ALL REINFORCEMENT AS FOLLOWS (U.N.O.) AND PROVIDE THE LARGEST

COVER REQUIRED FOR ALL APPLICABLE CONDITIONS. WHERE #3 STIRRUPS

OR TIES ARE USED, ENSURE THAT THE COVER FOR LONGITUDINAL BARS IS

ADEQUATE.

(SEE PLAN/ SECTION FOR CONCRETE W/ FIRE RATING.)

CONDITION COVER

CONCRETE POURED AGAINST EARTH 3"

CONCRETE POURED IN FORMS AND

EXPOSED TO WEATHER OR EARTH

#6 BARS AND LARGER 2"

#5 BARS AND SMALLER 1 1/2"

INTERIOR COLUMNS AND BEAMS 1 1/2"

INTERIOR WALL FACES AND RAISED SLABS 1"

STRUCTURAL SLABS ON GRADE

FROM BOTTOM OF SLAB 2"

FROM TOP OF SLAB 1 1/2"

OTHER CONCRETE NOT EXPOSED TO 1"

WEATHER OR EARTH FOR #11 BARS

AND SMALLER

3. ALL DOWELS AND OTHER HARDWARE TO BE SET IN CONCRETE SHALL BE TIED

IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO WET SETTING, STABBING,

RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED

DURING PLACEMENT OF CONCRETE.

4. BEND REINFORCING BARS COLD.

5. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST.

6. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN

THE FINAL IN PLACE INSPECTION IS MADE.

7. CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC

COATED WHEN RESTING ON EXPOSED SURFACES.

REINFORCING STEEL NOTES:

1. CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI

318, 2019 EDITION, AND PROJECT SPECIFICATIONS.

2. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN

WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES,

HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR

TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL

OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF

CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT

LEVEL AT ALL TIMES.

3. STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA:

LOCATION f'c CONC MAX AGGR. MAX W/C MAX CEMENT TYPE SIZE RATIO SLUMPa TYPE

FOUNDATIONS, 4000 psi NWC 1 1/2" 0.45 4" V

ALL OTHER 4000 psi NWC 1" 0.50 6" V

STRUCTUAL

CONC. NOT NOTED

a. SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS.

4. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF

THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE

DESIGNED BY A RECOGNIZED TESTING LAB STAMPED AND SEALED BY A

LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE SEOR FOR

REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES

SHALL CONSIST OF 5 SACK MINIMUM U.N.O.

5. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33

(HARDROCK).

6. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE

BUILDING DEPARTMENT AND THE SEOR.

7. PORTLAND CEMENT SHALL BE AS NOTED ABOVE FOR ALL CONCRETE

CONFORMING TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF

COMPLIANCE SHALL BE SUBMITTED.

8. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F

MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A

MAXIMUM OF 15% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX

DESIGN IS PROPORTIONED PER ACI 318, SECTION 26.4.3.

9. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94.

10. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER

USED IN MIX SHALL BE CLEAN AND POTABLE.

11. PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION,

CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000

PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED

DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE

ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS.

12. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST

CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS

OTHERWISE ACCEPTED BY SEOR.

13. CORING IS NOT PERMITTED WITHOUT PRIOR APPROVAL BY THE SEOR.

14. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE

FORMED WITH 3/4" CHAMFER, U.N.O.

STRUCTURAL CONCRETE NOTES:

1. MASONRY UNITS SHALL DEVELOP THE FOLLOWING MINIMUM 28 DAY PRISM

COMPRESSIVE STRENGTHS IN ACCORDANCE WITH THE BUILDING CODE:

MORTAR GROUT STRENGTH

LOCATION: f'm PER ASTM C270 PER ASTM C476

• SITE WALLS 2000 PSI TYPE M OR S 2000 PSI

2. CONCRETE BLOCK SHALL CONFORM TO ASTM C90 MEDIUM WEIGHT.

CLAY BRICK LOCK SHALL CONFORM TO ASTM C652

3. VERTICAL REINFORCING SHALL BE FULL HEIGHT OF WALL AND SHALL BE

BRACED AT 6' - 8" MAXIMUM TO PREVENT MOVEMENT WHILE GROUTING.

4. HORIZONTAL REINFORCING SHALL BE IN BOND BEAM UNITS AND TIED

SECURELY TO VERTICAL REINFORCING.

5. DOWELS, ANCHORS, AND OTHER EMBEDDED ITEMS SHALL BE TIED SECURELY

IN PLACE TO PREVENT MOVEMENT WHILE GROUTING. WET SETTING OR

STABBING IS NOT ALLOWED.

6. GROUTING NOTES:

A. PROVIDE CLEAN OUTS IN THE BOTTOM COURSE OF MASONRY FOR EACH

GROUT POUR WHEN GROUT POUR EXCEEDS 4 FEET FOR 8-INCH NOMINAL

OR 5 FEET 4 INCHES FOR 10-INCH NOMINAL OR WIDER HOLLOW UNIT

MASONRY AS FOLLOWS:

a. CLEANOUT OPENINGS IN HOLLOW UNIT MASONRY SHALL BE PROVIDED

IN EVERY CELL AT THE BOTTOM OF EACH POUR OF GROUT.

ALTERNATIVELY, IF THE COURSE AT THE BOTTOM OF THE POUR IS

CONSTRUCTED ENTIRELY OF INVERTED DOUBLE OPEN-END BOND

BEAM UNITS, CLEANOUT OPENINGS NEED ONLY BE PROVIDED FOR

ACCESS TO EVERY REINFORCED CELL AT THE BOTTOM OF EACH POUR

OF GROUT.

b. CLEANOUTS IN MULTI-WYTHE MASONRY SHALL BE PROVIDED FOR

EACH POUR BY LEAVING OUT EVERY OTHER UNIT IN THE BOTTOM

WYTHE OF THE SECTION BEING POURED OR BY CLEANOUT OPENINGS

IN THE FOUNDATION.

c. THE FOUNDATION OR OTHER HORIZONTAL CONSTRUCTION JOINTS AT

THE CLEANOUTS SHALL BE CLEANED OF ALL LOOSE MATERIAL AND

MORTAR DROPPINGS BEFORE EACH POUR. THE CLEANOUTS SHALL BE

SEALED AFTER INSPECTION AND BEFORE GROUTING.

B. FOR GROUT POURS NOT GREATER THAN 4 FEET FOR 8-INCH NOMINAL OR 5

FEET 4 INCHES FOR 10-INCH NOMINAL OR WIDER HOLLOW UNIT MASONRY,

THE TOP OF GROUT POUR SHALL BE AT THE TOP OF CONSTRUCTED

MASONRY, OR WITHIN 8 INCHES OF THE TOP OF THE CONSTRUCTED

MASONRY. GROUT POURS NOT TERMINATED AT THE TOP OF

CONSTRUCTED MASONRY SHALL COMPLY WITH TMS 602, ARTICLES 3.5

C.3.A THROUGH 3.5 C.3.E.

C. GROUT POURS IN EXCESS OF 4 FEET FOR 8-INCH NOMINAL OR 5 FEET 4

INCHES FOR 10-INCH NOMINAL OR WIDER HOLLOW UNIT MASONRY SHALL

BE SUBJECT TO THE FOLLOWING:

a. GROUTING SHALL BE DONE IN A CONTINUOUS POUR IN LIFTS NOT

EXCEEDING 4 FEET FOR 8-INCH NOMINAL OR 5 FEET 4 INCHES FOR 10-

INCH NOMINAL OR WIDER HOLLOW UNIT MASONRY (FOR HIGH LIFT

GROUTING SEE DSA IR 21-2).

b. AN APPROVED ADMIXTURE OF A TYPE THAT REDUCES EARLY WATER

LOSS AND PRODUCES AN EXPANSIVE ACTION SHALL BE USED.

c. THE GROUTING OF ANY SECTION OF WALL SHALL BE COMPLETED IN

ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR.

d. FOR MULTIPLE GROUT LIFTS WITHIN A GROUT POUR, EACH GROUT

LIFT HEIGHT OF WALL, COLUMN, PIER OR BEAM SHALL BE INSPECTED

BEFORE PLACEMENT OF ADDITIONAL UNITS.

e. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF EACH

POUR OF GROUT.

D. WHERE GROUTING HAS BEEN STOPPED FOR MORE THAN AN HOUR, GROUT

SHALL BE STOPPED 1 ½ INCH BELOW A MORTAR JOINT. WHERE A BOND

BEAMS OCCUR, THE GROUT POUR SHALL BE STOPPED A MINIMUM OF ½

INCH BELOW THE TOP OF THE MASONRY WITH A MINIMUM GROUT COVER

ABOVE THE HORIZONTAL REBAR OF 1 INCH.

E. ALL GROUT SHALL BE THOROUGHLY CONSOLIDATED BY VIBRATING

IMMEDIATELY AFTER PLACING. SHAKING OR RODDING REBAR IS NOT

ALLOWED. CONSOLIDATE POURS BY MECHANICAL VIBRATION, AND

RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS

AND SETTLEMENT HAS OCCURRED, BUT BEFORE PLASTICITY IS LOST.

7. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SAFETY OF LIFT

HEIGHT FOR OPEN ENDED OR FIELD MODIFIED BLOCKS.

8. LAYOUT OF MASONRY BLOCK UNITS SHALL BE RUNNING BOND.

9. PROVIDE VERTICAL CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLAN.

UNLESS NOTED OTHERWISE VERTICAL CONTROL JOINTS SHALL OCCUR AT

25' - 0" O.C.

10. WHEN THE AMBIENT TEMPERATURE FALLS BELOW 40°F, OR EXCEEDS 100°F,

PROVSIONS OF TMS602 / ACI 530 / ASCE6. ARTICLE 1.8C OR ARTICLE 1.8D SHALL

BE IMPLEMENTED.

MAS…