B-4839 Queen Mary Village Demo Plans.pdf

RA-DA

ARCHITECT:

7523 NORTON AVENUE

WEST HOLLYWOOD

CA 90046

T. 323.851.4040

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CLB BENCHMARK NO. 920

ELEV. 13.478FT

MSL DATUM, NGVD 1929

1985 ADJUSTMENT

BRASS DISC FLUSH WITH PVMT STAMPED ``CLB BM 920 R.E. 3111, 1969",

22.0 E / CURB 5.5' N / CURB ELEV

PROJECT

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CITY OF

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47 710

SURVEY MONUMENT NOTE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION AND PERPETUATION OF

ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES OR RIGHT-

OF-WAY, OR WHICH PROVIDE SURVEY CONTROL, INCLUDING BENCHMARKS, WHICH WILL BE

DISTURBED BY THE CONTRACTOR'S ACTIVITIES.

AFTER RECEIVING THE NOTICE-TO-PROCEED, THE CONTRACTOR, USING THE SERVICES OF A

SURVEYOR LICENSED IN CALIFORNIA, SHALL SUBMIT TO THE CITY SURVEYOR, JON HORNECKER, PLS, 10TH FLOOR CITY HALL, PRELIMINARY CORNER RECORD FOR THOSE MONUMENTS THAT

WERE FOUND IN THE AREA OF CONSTRUCTION.

THE CONTRACTOR'S SURVEYOR SHALL SET NEW TIES FOR ANY MONUMENTS WHOSE TIES ARE

DISTURBED, AND PREPARE PRELIMINARY CORNER RECORDS FOR THE NEW TIES.

AFTER CONSTRUCTION THE CONTRACTOR'S SURVEYOR SHALL SUBMIT TO THE CITY THE

PRELIMINARY CORNER RECORDS FOR ANY MONUMENTS REPLACE OR CONSTRUCTED, OR

WHOSE TIES ARE RESET THE CONTRACTOR'S SURVEYOR SHALL FILE CORNER RECORDS FOR

THOSE MONUMENTS IN THE OFFICE OF THE COUNTY SURVEYOR AND SHALL PROVIDE THE CITY

WITH A COPY OF ALL CORNER RECORDS FIELD. (CA BUSINESS & PROFESSIONS CODE SECTION

8771, 8772 & 8773)

BENCHMARK PERPETUATION NOTE

PRIOR TO REMOVALS, THE CONTRACTOR SHALL REQUEST THE ALSO CITY OF LONG BACH

SURVEYOR, JON HORNECKER, (562) 570-6992, TO TRANSFER THE ELEVATION FOR ANY BENCH

MARKS TO BE RESET, TO TEMPORARY BENCH MARKS; AND PROVIDE A BRASS DISC FOR THE

CITY SURVEYOR TO STAMP. WHEN THE DISCS ARE STAMPED AND RETURNED TO THE

CONTRACTOR, THE CONTRACTOR SHALL CONSTRUCT THE BENCH MARKS AT LOCATIONS

MARKED OUT BY THE CITY SURVEYOR

CITY SURVEYOR'S STATEMENT

I HAVE REVIEWED THE PLAN(S) FOR COMPLIANCE WITH BUSINESS AND PROFESSIONS CODE §§

8771, 8772 AND 8773.

JON HORNECKER, PLS-7212

CITY SURVEYOR-CITY OF LONG BEACH

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B-4839

PROJECT DESCRIPTIONPROJECT DESCRIPTIONPROJECT DESCRIPTIONPROJECT DESCRIPTION

ZONE: 3

DISTRICT: PD-21 (4)

YEAR BUILT: N/A

CONSTRUCTION TYPE: N/A

OCCUPANCY TYPE: N/A

BUILDING AREA SQFT OVERALL: 11,430 SQ. FT

SQ. FT OF PROJECT AREA: NO CHANGE

RELEVANT CODESRELEVANT CODESRELEVANT CODESRELEVANT CODES

CALIFORNIA BUILDING CODE 2022

2022 CALIFORNIA ELECTRICAL CODE

2022 CALIFORNIA MECHANICAL CODE

2022 CALIFORNIA PLUMBING CODE

2022 CALIFORNIA FIRE CODE

2022 CALIFORNIA GREEN BUILDING STANDARD CODE

2022 CALIFORNIA ENERGY CODE (TITLE 24) AND TITLE 18 OF THE LONG BEACH

MUNICIPAL CODE

PROJECT TEAMPROJECT TEAMPROJECT TEAMPROJECT TEAM

CONSTRUCTION MANAGER

MICHAEL LAU

PSOMASPSOMASPSOMASPSOMAS

michael.lau@psomas.com C: 626.840.4674

ARCHITECT

RARARARA----DADADADA

RANIA ALOMAR

RANIA@RA-DA-.COM

T: 323.851.4040

CIVIL& STRUCTURAL ENGINEER:

TEGTEGTEGTEG

MELISSA TAGUCHI

melissa@teglosangeles.com O: 310.613.9980

PROJECT SCOPE:PROJECT SCOPE:PROJECT SCOPE:PROJECT SCOPE:

DEMOLISH EXISTING VILLAGE BUILDINGS DOWN TO GRADE. FINAL SITE

WILL HAVE 2 LEVELS WITH SMALL RETAINING WALL AND GUARDRAIL

FINAL SITE TO BE REPAVED WITH ASPHALT

GENERAL NOTES:GENERAL NOTES:GENERAL NOTES:GENERAL NOTES:

1. GC TO THOROUGHLY STUDY HAZARDOUS MATERIALS REPORT PRIOR

TO ANY WORK & IMPLEMENT ALL APPROPRIATE PROCEDURES AS

INDICATED IN REPORT.

HAZARDOUS MATERIALS REPORT REFERS TO:

"HAZARDOUS BUILDING MATERIAL SURVEY" BY NINYO & MOORE,

DATED MARCH 7TH 2024

OWNER:

CITY OF LONG BEACHCITY OF LONG BEACHCITY OF LONG BEACHCITY OF LONG BEACH

CHARLENE ANGSUCO

PUBLIC WORKS | PROJECT MANAGEMENT OFFICER

411 W OCEAN BLVD, 5TH FLOOR | LONG BEACH, CA 90802

Charlene.Angsuco@longbeach.gov T: 562.570.5733

QUEEN MARY VILLAGE DEMOLITION

1119 QUEENS HWY, LONG BEACH, CA 90802

VICINITY MAP

PROJECT LOCATION

1119 QUEENS HWY,

LONG BEACH, CA 90802

SHEET LIST

Sheet Number Sheet Name

Issued 03.26.2024

Issued 07.08.2024

BID SET

10.27.2024

G001 COVER SHEET O X X

G002 GENERAL NOTES O

G003 GREEN FORMS O

C100 Title Sheet O X X

C200 Existing Site Plan O X X

C201 Demolition/Utility Plan O X X

C300 Grading Plan O X X

C301 Cut/Fill Diagram Plan O X X

C400 Erosion Control Plan O

A001 General Architectural Information O X X

A100 Existing Site Plan O X X

A101 Demolition Plan O X X

A102 New Site Plan O X X

A500 Details O X X

A501 Details O

A502 Details - Curb Ramp O

A503 Notes - Curb Ramp O

X = REISSUE SHEET

O = NEW SHEET

BID SET 11.27.2024

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RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

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GENERAL CONTRACTOR DEMOLITION NOTES

1. REVIEW CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS PRIOR TO

COMMENCING WITH DEMOLITION AND IMMEDIATELY REPORT

DISCREPANCIES TO ARCHITECT FOR DIRECTION ON HOW TO PROCEED

2. CONTACT OWNER REPRESENTATIVE IF HAZARDOUS MATERIALS ARE

FOUND, THEY SHALL BE REMOVED PER APPROPRIATE LOCAL, STATE AND

FEDERAL STANDARDS.

3. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN, BUT IS TO

INCLUDE WHAT IS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE

WITH FULL SCOPE OF THE CONTRACT DOCUMENTS

4. DEMOLITION DRAWINGS PREPARED BY ARCHITECT ARE FOR A GENERAL

DESCRIPTION OF EXISTING BUILDING COMPONENTS, ASSEMBLIES AND

MATERIALS TO BE REMOVED. VERIFY ALL EXISTING CONDITION AND

QUANTITIES

5. PROTECT EXISTING ADJACENT AREAS NOT IN THE SCOPE OF THIS

CONTRACT PRIOR TO AND DURING THE DEMOLITION PHASE. PROTECTION TO

BE MAINTAINED UNTIL 100% COMPLETION OF THE DEMOLITION. ANY

DAMAGE TO ADJACENT NEW AND EXISTING STRUCTURES OR EQUIPMENT

SHALL BE CONTRACTOR'S RESPONSIBILITY AND SHALL BE IMMEDIATELY

REPAIRED OR REPLACED TO THE SATISFACTION OF THE CLIENT AT THE

EXPENSE OF THE GENERAL CONTRACTOR

6. FURNISH ALL LABOR, MATERIALS & EQUIPMENT AS REQUIRED TO

COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.

7. COORDINATE WITH CLIENT REPRESENTATIVE ALL ASPECTS OF THE

DEMOLITION AND CONSTRUCTION WORK. EXECUTE ALL WORK WITHIN THE

REGULATIONS OF PROPERTY CLIENT FOR DEMOLITION & REMOVAL OF

DEBRIS, INCLUDING AFTER HOUR WORK, AS REQUIRED

8. COORDINATE WITH CLIENT REPRESENTATIVE REGARDING SCHEDULING OF

CUTTING/CORING OF SLAB, SHOOTING OF TRACK, PLUMBING AND OTHER

NOISE-RELATED CONSTRUCTION ACTIVITIES.

9. REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS IN A MANNER

COMPLIANT TO FEDERAL, STATE AND LOCAL MUNICIPAL REQUIREMENTS

AND GUIDELINES

10. COORDINATE THE STORAGE OF SALVAGED MATERIALS: (i.e: DOORS, FRAMES, HARDWARE, HVAC EQUIPMENT,ETC) WITH THE CLIENT

REPRESENTATIVE

11. FURNISH THE CLIENT REPRESENTATIVE WITH A COMPLETE INVENTORY

LIST OF ALL ITEMS THAT CAN BE REUSED AND/OR STORED IN BUILDING

ATTIC STOCK, AND OBTAIN DIRECTIVE REGARDING THEIR DISPOSITION

12. ALL DEMOLISHED MATERIAL OTHER THAN ITEMS TO BE SALVAGED,

REUSED OR RETURNED TO THE CLIENT SHALL BECOME CONTRACTORS

PROPERTY UNO, AND SHALL BE REMOVED FROM THE PREMISES. CLEAN UP

AND DISPOSE OF DEBRIS PROMPTLY AND CONTINUOUSLY AS THE WORK

PROGRESSES. SECURE AND PAY FOR REQUIRED HAULING PERMITS, PAY

DUMPING FEES AND CHARGES.

13. REMOVE FROM PREMISES ALL CONDUITS, BOXES, PLATES, BRIDGES, OR

ANY OTHER TELEPHONE AND/OR ELECTRICAL WIRING & EQUIPMENT LEFT

AFTER WALL DEMOLITION.

14. REMOVE ALL DATA/TELE CABLING

15. UPON COMPLETION OF THE DEMOLITION WORK, ENSURE THAT ALL

AREAS ARE LEFT IN A CLEAN AND BROOM SWEPT CONDITION

16. PROVIDE NEW TEMPORARY CHAIN LINK FENCE AND PEDESTRIAN

CANOPY, AS REQUIRED, WITH GRAPHIC-PRINTED MESH COVERING. GRAPHICS

TO BE APPROVED BY CITY PRIOR TO FABRICATION.

17. COMBUSTIBLE DEBRIS SHALL NOT BE ACCUMULATED WITHIN BUILDINGS.

COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL BE REMOVED

FROM BUILDINGS AT THE END OF EACH SHIFT OF WORK. (CFC 3304.2)

18. MATERIALS SUSCEPTIBLE TO SPONTANEOUS IGNITION, SUCH AS OILY

RAGS, SHALL BE STORED IN A LISTED DISPOSAL CONTAINER. (CFC 3304.2.4)

DEMOLITION NOTES

GENERAL CONTRACTOR GENERAL NOTES

1. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCEMENT OF WORK. THIS INCLUDES: UTILITIES, ALL OTHER WORKS AND

FACILITIES THAT AFFECT THIS PROJECT. NO ALLOWANCE SHALL BE MADE FOR

ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTORS FAILURE OR

NEGLECT OF COMPLETE EXAMINATION OF THE JOB SITE

2. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS ETC., SHALL BE NOTIFIED TO

ARCHITECT PRIOR TO PROCEEDING WITH THE WORK

3. SUBMIT TO THE CLIENT REPRESENTATIVE A DETAILED DEMOLITION SCHEDULE

INDICATING PHASING OF WORK FROM START TO FINISH OF PROJECT, INCLUDING

A CRITICAL PATH SCHEDULE

4. ENTERING INTO AN AGREEMENT WITH THE CLIENT INDICATES THAT THE

CONTRACTOR(S) HAVE VISITED THE JOB SITE, FAMILIARIZED THEMSELVES WITH

EXISTING CONDITIONS AND REVIEWED THE SAME WITH THE REQUIREMENTS OF

THE CONTRACT DOCUMENTS

5. PROVIDE NECESSARY PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL

MUNICIPAL AGENCIES HAVING JURISDICTIONAL AUTHORITY. THE CONTRACTOR

SHALL OBTAIN AND PAY FOR THE BUILDING PERMIT. EACH SUBCONTRACTOR

SHALL OBTAIN AND PAY FOR SUCH PERMITS, LICENSES AND INSPECTIONS

NECESSARY FOR PERFORMANCES OF HIS WORK AND INCLUDE THOSE IN THE

COST OF THE WORK TO THE CLIENT

6. PROVIDE THE MINIMUM INSURANCE REQUIREMENTS PER CITY REQUIREMENTS

7. MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON

THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES

AND PROVIDE ALL SUB CONTRACTORS WITH CURRENT CONSTRUCTION

DOCUMENTS.

8. ANY AND ALL REVISIONS SHALL BE WRITTEN CHANGE ORDER FORM, REVIEWED

BY ARCHITECT AND APPROVED AND AUTHORIZED BY CLIENT BEFORE BEGINNING

WORK.

9. THE INTENT OF THE DRAWING IS TO SHOW EXISTING BUILDING CONDITIONS

WITH INFORMATION DEVELOPED FROM VISUAL OBSERVATION. UNIDENTIFIED

ITEMS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CLIENT

REPRESENTATIVE AND ARCHITECT PRIOR TO REMOVAL

10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN, UNLESS OTHERWISE

NOTED. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. SPECS

GOVERN OVER DRAWINGS.

11. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE

CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS

REGARDING THEIR EXACT MEANING, CLARIFICATION SHALL BE REQUESTED FROM

ARCHITECT.

12. ANY REVISION OR ADDITIONAL WORK REQUIRED BY THE CLIENT, FIELD

CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE

ATTENTION OF THE CLIENT OR ARCHITECT BEFORE PROCEEDING REGARDLESS OF

COST, TIME OR MATERIAL INCREASE

13. PROTECT SIDEWALK, PERIMETER FENCES AND ADJACENT NEIGHBORS

PROPERTY FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION,DUST,WATER,

ETC. AND PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE

WALLS,ETC. AS REQUIRED TO PROTECT THE PUBLIC DURING CONSTRUCTION.

DAMAGE TO EXISTING MATERIAL,FINISHES, STRUCTURE AND EQUIPMENT SHALL

BE REPAIRED OR REPLACED TO

THE SATISFACTION OF THE CLIENT'S REPRESENTATIVE AT THE EXPENSE OF THE

CONTRACTOR

14. DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA BEFORE STARTING WORK.

15. REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS, OF ALL

SUB-CONTRACTORS AND TRADES. EXERCISE STRICT CONTROL OVER JOB

CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN UP UPON

COMPLETION OF WORK.

STORM WATER PREVENTION NOTES

1. FUELS, OIL, SOLVENTS & OTHER TOXIC MATERIALS SHALL BE STORED IN

ACCORDANCE WITH THEIR LISTING & ARE NOT TO CONTAMINATE THE SOIL &

SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED

FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY & DISPOSED OF IN

A

PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM, NOR

BE ALLOWED TO SETTLE OR INFILTRATE INTO SOIL.

2. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY

OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE

WASTE ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTES.

3. TRASH & CONSTRUCTION SOLID WASTES SHALL BE DEPOSITED INTO A COVERED

RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER & DISPERSAL BY WIND.

4. SEDIMENTS & OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY

VEHICULAR TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE

STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC

WAY. ACCIDENTAL DEPOSITS SHALL BE SWEPT UP IMMEDIATELY & MAY NOT BE

WASHED DOWN BY RAIN OR OTHER MEANS.

5. ANY SLOPES WITH DISTURBED SOILS OR REMOVED VEGETATION SHALL BE

STABILIZED TO INHIBIT EROSION BY WIND & WATER.

6. STORM WATER POLLUTION PREVENTION DEVICES &/OR PRACTICES SHALL BE

MODIFIED AS NEEDED AS THE PROJECT PROGRESS TO ENSURE EFFECTIVENESS.

GENERAL NOTES STORM WATER PREVENTION NOTES

GENERAL CONTRACTOR CONSTRUCTION WASTE NOTES

1. CONSTRUCTION WASTE MATERIALS ARE TO BE RECYCLED, CONTRACTOR TO

FOLLOW THE REQUIREMENTS OF THE LOCAL JURISDICTION. CONTRACTOR TO

SUBMIT WASTE MANAGEMENT FORMS AND DEPOSIT PRIOR TO PULLING PERMITS.

CONSTRUCTION WASTE NOTES

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MUNIS Project #

Phase# ____ / Rebid:____

RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

11/27/2024 1:55:57 PM

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GRADING GENERAL NOTES

1. ALL GRADING AND CONSTRUCTION SHALL CONFORM TO THE CITY OF LONG BEACH BUILDING

CODES AND THE STATE MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE UNLESS

SPECIFICALLY NOTED ON THESE PLANS.

2. ANY MODIFICATIONS OF OR CHANGES TO APPROVED GRADING PLANS MUST BE APPROVED BY THE

BUILDING OFFICIAL.

3. ALL GRADING AND CONSTRUCTION ACTIVITIES SHALL COMPLY WITH CITY OF MUNICIPAL CODE

THAT REGULATES THE HOURS OF OPERATION OF THE USE OF CONSTRUCTION AND GRADING

EQUIPMENT.

4. CALIFORNIA PUBLIC RESOURCES CODE (SECTION 5097.98) AND HEALTH AND SAFETY CODE

(SECTION 7050.5) ADDRESS THE DISCOVERY AND DISPOSITION OF HUMAN REMAINS. IN THE EVENT

OF DISCOVERY OR RECOGNITION OF ANY HUMAN REMAINS IN ANY LOCATION OTHER THAN A

DEDICATED CEMETERY, THE LAW REQUIRES THAT GRADING IMMEDIATELY STOPS AND NO FURTHER EXCAVATION OR DISTURBANCE OF THE SITE, OR ANY NEARBY AREA WHERE HUMAN REMAINS MAY

BE LOCATED, OCCUR UNTIL THE FOLLOWING MEASURES HAVE BEEN TAKEN:

4.A. THE COUNTY CORONER HAS BEEN INFORMED AND HAS DETERMINED THAT NO

INVESTIGATION OF THE CAUSE OF DEATH IS REQUIRED, AND

4.B. IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE DESCENDANTS FROM THE

DECEASED NATIVE AMERICANS HAVE MADE A RECOMMENDATION FOR THE MEANS OF

TREATING OR DISPOSING, WITH APPROPRIATE DIGNITY, OF THE HUMAN REMAINS AND ANY

ASSOCIATED GRAVE GOODS.

5. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.

6. ALL EXPORT OF MATERIAL FROM THE SITE MUST GO TO A PERMITTED SITE APPROVED BY THE

BUILDING OFFICIAL OR A LEGAL DUMPSITE. RECEIPTS FOR THE ACCEPTANCE OF EXCESS

MATERIAL BY A DUMPSITE MAY BE REQUIRED.

7. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLANS MUST IN THE POSSESSION OF A

RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.

8. NO GRADING OR CONSTRUCTION SHALL OCCUR WITHIN THE PROTECTED ZONE OF ANY OAK TREE.

THE PROTECTED ZONE SHALL MEAN THAT AREA WITHIN THE DRIP LINE OF AN OAK TREE

EXTENDING THERE FROM A POINT AT LEAST FIVE FEET OUTSIDE THE DRIP LINE, OR 15 FEET FROM

THE TRUNK(S) OF A TREE, WHICHEVER IS GREATER.

9. A PREVENTIVE PROGRAM TO PROTECT THE SLOPES FROM POTENTIAL DAMAGE FROM BURROWING

RODENTS IS REQUIRED. OWNER IS TO INSPECT SLOPES PERIODICALLY FOR EVIDENCE OF

BURROWING RODENTS AND AT FIRST EVIDENCE OF THEIR EXISTENCE SHALL EMPLOY AN

EXTERMINATOR FOR THEIR REMOVAL.

10. IF GRADING AUTHORIZED BY THIS PLAN IS TO EXTEND THROUGH THE RAINY SEASON, NOVEMBER 1 THROUGH APRIL 15 OF THE FOLLOWING YEAR, SEPARATE UPDATED PLANS FOR EROSION CONTROL

MUST BE SUBMITTED PRIOR TO OCTOBER.

DRAINAGE NOTES

1. ROOF DRAINAGE MUST BE DIVERTED FROM GRADED SLOPES.

2. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES.

3. IF CONSTRUCTION AND GRADING WITHIN A STORM DRAIN EASEMENT ARE TO BE DONE, ALL WORK IS TO BE DONE PER PRIVATE DRAIN PD NO.___________________ OR MISCELLANEOUS TRANSFER

DRAIN MTD NO.___________________.

4. ALL STORM DRAIN WORK IS TO BE DONE UNDER CONTINUOUS INSPECTION BY THE FIELD

ENGINEER.

GEOTECHNICAL NOTES

THE GEOTECHNICAL REPORT AND ADDENDUMS ARE CONSIDERED PART OF THE PLANS AND SHOULD

BE KEPT AT THE JOBSITE AT ALL TIMES.

GEOTECHNICAL ENGINEER

CONTACT INFORMATION ABOVE

LIST OF REPORTS & ADDENEDUMS

FILL NOTES

1. ALL FILL SHALL BE COMPACTED TO THE FOLLOWING MINIMUM RELATIVE COMPACTION CRITERIA:

1 95 PERCENT OF MAXIMUM DRY DENSITY

THE RELATIVE COMPACTION SHALL BE DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D1557-91 WHERE APPLICABLE: WHERE NOT APPLICABLE, A TEST ACCEPTABLE TO THE BUILDING OFFICIAL

SHALL BE USED.

2. FIELD DENSITY SHALL BE DETERMINED BY A METHOD ACCEPTABLE TO THE BUILDING OFFICIAL.

HOWEVER, NOT LESS THAN 10% OF THE REQUIRED DENSITY TEST, UNIFORMLY DISTRIBUTED, AND

SHALL BE OBTAINED BY THE SAND CONE METHOD.

3. SUFFICIENT TESTS OF THE FILL SOILS SHALL BE MADE TO DETERMINE THE RELATIVE COMPACTION

OF THE FILL IN ACCORDANCE WITH THE FOLLOWING MINIMUM GUIDELINES:

3.A. ONE TEST FOR EACH TWO-FOOT VERTICAL LIFT.

3.B. ONE TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED.

3.C. ONE TEST AT THE LOCATION OF THE FINAL FILL SLOPE FOR EACH BUILDING SITE (LOT) IN

EACH FOUR-FOOT VERTICAL LIFT OR PORTION THEREOF.

3.D. ONE TEST IN THE VICINITY OF EACH BUILDING PAD FOR EACH FOUR-FOOT VERTICAL LIFT OR

PORTION THEREOF.

4. SUFFICIENT TESTS OF FILL SOILS SHALL BE MADE TO VERIFY THAT THE SOIL PROPERTIES COMPLY

WITH THE DESIGN REQUIREMENTS, AS DETERMINED BY THE SOIL ENGINEER INCLUDING SOIL

TYPES, SHEAR STRENGTH PARAMETERS AND CORRESPONDING UNIT WEIGHTS IN ACCORDANCE

WITH THE FOLLOWING GUIDELINES:

4.A. PRIOR AND SUBSEQUENT TO PLACEMENT OF THE FILL, SHEAR TESTS SHALL BE TAKEN ON

EACH TYPE OF SOIL OR SOIL MIXTURE TO BE USED FOR ALL FILL SLOPES STEEPER THAN

THREE (3) HORIZONTAL TO ONE VERTICAL.

4.B. SHEAR TEST RESULTS FOR THE PROPOSED FILL MATERIAL MUST MEET OR EXCEED THE

DESIGN VALUES USED IN THE GEOTECHNICAL REPORT TO DETERMINE SLOPE STABILITY

REQUIREMENTS. OTHERWISE THE SLOPE MUST BE REEVALUATED USING THE ACTUAL

SHEAR TEST VALUE OF THE FILL MATERIAL THAT IS IN PLACE.

4.C. FILL SOILS SHALL BE FREE OF DELETERIOUS MATERIALS.

5. FILL SHALL NOT BE PLANTED UNTIL STRIPPING OF VEGETATION, REMOVAL OF UNSUITABLE SOILS, AND INSTALLATION OF SUBDRAIN (IF ANY) HAVE BEEN INSPECTED AND APPROVED BY THE SOIL ENGINEER. THE BUILDING OFFICIAL MAY REQUIRE A "STANDARD TEST METHOD FOR MOISTURE, ASH, ORGANIC MATTER, PEAT OR OTHER ORGANIC SOILS" ASTM D-2974-87 ON ANY SUSPECT

MATERIAL. DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS.

SOIL CONTAINING SMALL AMOUNTS OF ROOTS MAY BE ALLOWED PROVIDED THAT THE ROOTS ARE IN A QUANTITY AND DISTRIBUTED IN A MANNER THAT WILL NOT BE DETRIMENTAL TO THE FUTURE

USE OF THE SITE AND THE SOILS ENGINEER APPROVES THE USE OF SUCH MATERIAL.

6. ROCK OR SIMILAR MATERIAL GREATER THAN 6 INCHES IN DIAMETER SHALL NOT BE PLACED IN

THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENTS HAVE BEEN SUBMITTED BY THE

SOIL ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. LOCATION, EXTENT, AND

ELEVATION OR ROCK DISPOSAL AREAS MUST BE SHOWN ON AN "AS BUILT" GRADING PLAN.

7. CONTINUOUS INSPECTION BY THE SOIL ENGINEER, OR A RESPONSIBLE REPRESENTATIVE, SHALL BE PROVIDED DURING ALL FILL PLACEMENT AND COMPACTION OPERATIONS WHERE FILLS HAVE A

DEPTH GREATER THAN 30 FEET OR SLOPE SURFACE STEEPER THAN 2:1.

8. FILL SLOPES IN EXCESS OF 2:1 STEEPNESS RATIO ARE TO BE CONSTRUCTED BY THE PLACEMENT OF SOIL AT SUFFICIENT DISTANCE BEYOND THE PROPOSED FINISH SLOPE TO ALLOW COMPACTION EQUIPMENT TO BE OPERATED AT THE OUTER LIMITS OF THE FINAL SLOPE SURFACE. THE EXCESS

FILLS TO BE REMOVED PRIOR TO COMPLETION OF ROUGH GRADING. OTHER CONSTRUCTION

PROCEDURES MAY BE USED WHEN IT IS DEMONSTRATED TO THE SATISFACTION OF THE BUILDING

OFFICIAL THAT THE ANGLE OF SLOPE, CONSTRUCTION METHOD AND OTHER FACTS WILL HAVE

EQUIVALENT EFFECT.

NOTICE TO CONTRACTOR

1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE

AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT

THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL

WORKING HOURS.

2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS PRIOR TO

COMMENCEMENT OF EXCAVATION TO ARRANGE FOR FIELD LOCATIONS OF UTILITY LINES. CALL

1-800-422-4133 FOR THIS SERVICE. ANY UTILITY NOT SUBSCRIBING TO THIS SERVICE SHALL BE

CONTACTED DIRECTLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

WHETHER AL UTILITIES HAVE BEEN NOTIFIED.

3. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO

PERFORMING ANY WORK IN THE CITY RIGHT OF WAY.

4. ALL CONSTRUCTION ACTIVITIES WITHIN CITY RIGHT OF WAY SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN PUBLIC WORKS ASSOCIATION STANDARD SPECIFICATIONS

FOR PUBLIC WORKS CONSTRUCTION AND THE CITY OF LONG BEACH "BROWN BOOK".

5. ALL TRAFFIC CONTROL, BARRICADING, AND CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH), DETOUR SIGNS SHALL BE POSTED

ON WOOD OR METAL POSTS. SIGNS SHALL NOT BE POSTED ON ANY TREE OR TRAFFIC SIGN.

6. NO WATER SHALL BE TAKEN FROM FIRE HYDRANTS WITHOUT APPROVAL FORM THE

JURISDICTIONAL WATER AGENCY.

7. DUST SHALL BE CONTROLLED BY SWEEPING AND WATERING.

8. ALL NONSTORMWATER DISCHARGES FROM THE CONSTRUCTION PHASE ACTIVITIES AT THE

PROJECT (I.E. MIXING AND CLEANING OF CONSTRUCTION MATERIALS, CONCRETE AND PLASTER WASHOUT, DISPOSAL, OF PAINTS, ADHESIVES, SOLVENTS, AND LANDSCAPE PRODUCTS) SHALL BE

PROHIBITED FROM ENTERING THE PUBLIC STORM DRAINAGE SYSTEM (INCLUDING MUNICIPAL

STREETS, CATCH BASINS, CURBS, GUTTERS, DITCHES, MAN-MADE CHANNELS OR UNDERGROUND

STORM DRAINS).

STORMWATER CONSTRUCTION NOTES

MINIMUM BMP REQUIREMENTS FOR CONSTRUCTION ACTIVITIES FOR ALL DEVELOPMENT

CONSTRUCTION PROJECTS.

1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE

TRANSPORTED FROM THE STIE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE

COURSES OR WIND.

2. STOCKPILES OR EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED

FROM BEING TRANSPORTED FROM THE SITE BY THE FORCE OF WIND AND WATER.

3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED

STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED

UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO

THE DRAINAGE SYSTEM.

4. NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY

SHALL BE CONTAINED AT THE PROJECT SITE.

5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER

DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL

THEY CAN BE DISPOSED OF AS SOLID WASTE.

6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED

RECEPTACLE TO PREVENT CONTAMINATION OR RAINWATER AND DISPERSAL BY WIND.

7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.

THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS

FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP

IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

8. ANY SLOPE WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS ITO

INHIBIT EROSION BY WIND AND WATER.

9. ADDITIONAL BMPS WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS.

WM-1 MATERIAL STORAGE AND DELIVERY

PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER

PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA.

WM-2 MATERIAL USE

HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER

COMPOUNDS MUST BE PROPERLY HANDLED IN ORDER TO REDUCE THE RISK OF POLLUTION OR

CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL

MATERIALS MUST BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH MATERIALS.

WM-4 SPILL PREVENTION AND CONTROL

IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED

MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND

PROPERLY DISPOSED OF.

WM-5 SOLID WASTE MANAGEMENT

PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR

DISPOSAL. PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE

REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND

DISPERSAL.

WM-6 HAZARDOUS WASTE MANAGEMENT

HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL

REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING

CONTRACTS THAT MAY BE APPLICABLE.

WM-7 CONTAMINATED SOIL MANAGEMENT

PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR ALKALINE SOILS BY CONDUCTING PRECONSTRUCTION SURVEYS, INSPECTING

EXCAVATIONS REGULARLY, AND PREMEDITATING CONTAMINATED SOIL PROMPTLY.

WM-8 CONCRETE WASTE MANAGEMENT

STORE DRY AND WET MATERIALS UNDER COVER. AVOID ONSITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, AND STREAMS,. CONCRETE WASTE DEPOSITED ON SITE SHALL SET-UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER

DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE.

WM-9 SANITARY/SEPTIC WASTE MANAGEMENT

UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES

ON SITE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS.

SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND

LOCAL REQUIREMENTS.

TC-1 STABILIZED CONSTRUCTION ENTRANCE

A STABILIZED ENTRANCE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND

DEBRIS ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A

SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR

PAVED.

SE-1 SILT FENCE / SE-3 SEDIMENT TRAP / SE-8 SAND BAGS

ERODED SEDIMENTS MUST BE RETAINED ONSITE AND NOT PERMITTED TO ENTER THE DRAINAGE

SYSTEM. MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION

CONTROL BMPS ARE DEEMED SUFFICIENT.

GENERAL NOTES SCALE: 1" = 15'-0" 6

C100

QUEEN MARY VILLAGE: CIVIL PLANS

1 3 4VICINITY MAP SHEET INDEX

SHEET DESCRIPTION

GRADING INFORMATION2 PROJECT DIRECTORYPROJECT DATA1 3 4 5

PROJECT LOCATION

QUEEN MARY VILLAGE

LONG BEACH, CA 90802

LEGAL DESCRIPTION

ASSESSOR ID#: 7436-021-907

PROJECT INFORMATION

PARCEL 1: QUEEN MARY LAND AREA, 43.378 ACRES

OWNER

CITY OF LONG BEACH

PROJECT DESIGNER/ARCHITECT

RA-DA

7352 NORTON AVE

WEST HOLLYWOOD, CA 90046

323.851.4040

CIVIL ENGINEER

JAMES TUCHSCHER, P.E.

TEG, INC.

130 PINE AVE, 3RD FLOOR

LONG BEACH, CA 90802

310.613.9980

C100 TITLE SHEET

C200 EXISTING SITE PLAN

C300 GRADING PLAN

GRADING QUANTITIES (CU.YD.)

CUT 392.5 CU.YD.

FILL 384.8 CU.YD.

TOTAL 777.3 CU.YD.

IMPORT 0.0 CU.YD.

EXPORT 7.7 CU.YD.

C201 DEMOLITION/UTILITY PLAN

C301 CUT/FILL DIAGRAM PLAN

C400 EROSION CONTROL PLAN

240322

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MUNIS Project #

Phase# ____ / Rebid:____

RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

11/27/2024 paul buxel Typewritten Text B-4839 michael.lau Line michael.lau Text Box 69 CY Updated Estimate michael.lau Line michael.lau Text Box

315.18 CY Updated Estimate

TH

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MUNIS Project #

Phase# ____ / Rebid:____

RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

B

ID

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1.

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11/27/2024 paul buxel Typewritten Text B-4839

DEMOLITION

LEGEND

EXISTING MAJOR GRADE CONTOUR

(101') EXISTING MINOR GRADE CONTOUR

(100')

EXISTING WALL TO BE DEMO'ED

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMO'ED

STREET LIGHT

GAS VALVE

FIRE HYDRANT

SIGN

FENCE

FDC

DEMOLITION NOTES

IRRIGATION SYSTEM

VAULT

ELECTRICAL VAULT/PULL BOX

LIGHT

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

STREET LIGHT PULL BOX

WATER METER

WATER VALVE

A.C.

(2 0'

(1 6'

(1 7'

(1 8'

(1 9'

(1 6'

(16')

(1 6'

(16')

(16

(16')

(16')

(16')

(16')

STORM DRAIN CATCH BASIN TO BE ADJUSTED TO

GRADE

(16')

(17')

(18')

(19')

(20')

EXISTING BUILDING FOUNDATION TO BE DEMO'ED,

OUTLINE & DEPTH TO BE VERIFIED IN THE FIELD

PROTECTION NOTES

EXISTING PLANTER WALL/CURB TO BE DEMO'ED

D1

D10

D1

D10

D10

D2

D2

D2

D2

D2D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

EXISTING A.C. TO BE DEMO'ED

FIRELINE WATER SERVICE KILL TAP CLASS A OR C-34

CONTRACTOR SHALL PERFORM KILL TAPS FOR

SERVICES THAT WILL NOT BE USED

EXISTING ELECTRICAL VAULT/PULL BOX TO BE

DEMO'ED

D4

D5

D5

D5

D5

D5

EXISTING LIGHT TO BE DEMO'ED

D6 D6

D6

D6

EXISTING WATER VALVE TO BE DEMO'ED PER WDS-127

D7

D7

D6

EXISTING GAS VALVE TO BE DEMO'ED

EXISTING IRRIGATION SYSTEM TO BE DEMO'ED

D8

D7

D9

D6

D5

D9

D7

EXISTING UTILITY LINES ENCOUNTERED DURING

EXCAVATION TO A DEPTH OF 24" TO BE TRACED AND

CUT BACK TO METER

EXISTING STAIRS AND ASSOCIATED FOOTINGS TO BE

DEMO'ED

D12

D12

EXISTING STREET LIGHT PULL BOX TO REMAIN

EXISTING STAIRS TO REMAIN

PAVEMENT TO REMAIN

EXISTING PAVEMENT TO REMAIN

EXISTING CONCRETE DRIVEWAY APRON TO REMAIN17

EXISTING CURB & GUTTER TO REMAIN

EXISTING LANDSCAPING TO REMAIN

EXISTING CONCRETE TO BE DEMO'ED

D13

D13

(16')

(1 9'

D1

D1

D10

D1

D1

D1

D1

EXISTING POSTS TO BE DEMO'ED

D14

TYP.

D14TYP.

D14TYP.

EXISTING WALL TO REMAIN

LIMIT OF WORK

EXISTING TREE TO BE DEMO'ED

EXISTING TREE TO REMAIN

D15

D15

D15

D15

LIMIT OF WORK

LI

M

IT

O

F W

OR

K

LIMIT OF WORK

LI

M

IT

O

F W

OR

K

LIMIT OF WORK

LIMIT OF W

ORK

D13

EXISTING RAMP TO BE DEMO'ED

D16D16

D2

D10

D10

D1

D1

D1

D13

D14 TYP.

D13

D13

D13

D13

D1

D1

D10

D1

D1

D13

EXISTING GREASE TRAP TO BE DEMO'ED

D17

EXISTING PILASTERS & FENCING TO BE DEMO'ED

D18

D12

D7

D3

D12

D13

EXISTING FENCE TO BE DEMO'ED

D11

D11

EXISTING SIGN TO REMAIN

D12

D15

EXISTING LANDSCAPING AND TREES TO BE DEMO'ED

19D19

D2

D2

D15

D15

EXISTING SEWER NOTE

EXISTING SEWER LINES TO BE CAPPED 2' OUTSIDE OF THE PROPERTY

BOUNDS, WITHIN THE RIGHT OF WAY

WATER/SEWER NOTES

1. FOR THE INSTALLATION OF POTABLE WATER SERVICES 3 INCHES AND

SMALLER, DEVELOPER OR CONTRACTOR SHALL FOLLOW INSTRUCTIONS AS

LISTED AT: HTTPS://WWW.LBUTILITIES.ORG/DEVELOPMENT-SERVICES/WATER

-DEVELOPMENT-SERVICES/INSTALL-NEW-POTABLE-WATER-SERVICE-

CONNECTION SCROLL DOWN AND CLICK ON DOMESTIC (3” OR SMALLER).

2. FOR THE INSTALLATION OF POTABLE WATER SERVICES 4 INCHES AND

LARGER, DEVELOPER OR CONTRACTOR SHALL FOLLOW INSTRUCTIONS AS

LISTED AT:

HTTPS://WWW.LBUTILITIES.ORG/DEVELOPMENT-SERVICES/WATER-

DEVELOPMENT-SERVICES/INSTALL-NEW-POTABLE-WATER-SERVICE-

CONNECTION SCROLL DOWN AND CLICK ON DOMESTIC (LARGER THAN 3").

3. FOR THE INSTALLATION OF FIRELINE SERVICES 4 INCHES AND GREATER,

DEVELOPER OR CONTRACTOR SHALL FOLLOW INSTRUCTIONS AS LISTED AT:

HTTPS://WWW.LBUTILITIES.ORG/DEVELOPMENT-SERVICES/WATER-

DEVELOPMENT-SERVICES/INSTALL-NEW-POTABLE-WATER-SERVICE-

CONNECTION SCROLL DOWN AND CLICK ON FIRE SERVICE (LARGER THAN 4").

4. THE INSTALLATION OF SEWER SERVICE CONNECTIONS AND CAPPING OF

EXISTING SEWER LATERALS REQUIRES A SEWER PERMIT AND INSPECTION BY

LBUD. CONTRACTOR SHALL FOLLOW INSTRUCTIONS LISTED AT:

HTTPS://WWW.LBUTILITIES.ORG/DEVELOPMENT-SERVICES/WATER-

DEVELOPMENT-SERVICES/INSTALL-NEW-POTABLE-WATER-SERVICE-

CONNECTION.

5. ACTUAL LOCATION OF CLEANOUT SHALL BE VERIFIED IN THE FIELD WITH

LBUD INSPECTOR PRIOR TO INSTALLATION.

6. ALL SEWER ABANDONMENTS AND WATER SERVICE KILL TAPS SHALL BE

PERFORMED PRIOR TO SITE DEMOLITION AND NEW INSTALLATIONS OF ANY

KIND.

LBUD DEMO NOTES

1. KILL TAP SERVICE TO BE PERFORMED BY LBUD. CONTACT CITY OF LONG

BEACH CUSTOMER SERVICE AT 562-570-5991 TO ORDER. SEE WATER/SEWER

NOTE 6.

EXISTING 4"Ø CI GRAVITY SEWER MAIN

(SC-0052-LBUD) TO REMAIN

PROTECTION NOTES

EXISTING TRANSFORMER TO REMAIN

EXISTING FIRE HYDRANT TO REMAIN

EXISTING WALL TO REMAIN

EXISTING CATCH BASIN TO BE ADJUSTED TO GRADE,

CONTRACTOR TO VERIFY LOCATION AND ROUTING OF

EXISTING STORM DRAIN SYSTEM VIA CCTV TO

PROTECT IN PLACE TO DISCHARGE LOCATION

EXISTING VAULT TO REMAIN

EXISTING IRRIGATION SYSTEM TO REMAIN

EXISTING STREET LIGHT TO REMAIN

EXISTING STORM DRAIN MANHOLE TO REMAIN

EXISTING SANITARY SEWER MANHOLE TO REMAIN

EXISTING ELECTRICAL VAULT/PULL BOX TO REMAIN

EXISTING LIGHT TO REMAIN

EXISTING WATER VALVE TO REMAIN

EXISTING STAIRS TO REMAIN

EXISTING 6"Ø WATER LATERAL TO REMAIN

EXISTING 8"Ø WATER LATERAL TO REMAIN

EXISTING 10"Ø AC PRESSURED SEWER MAIN

(SC-0052-LBUD) TO REMAIN

EXISTING 8"Ø VCP GRAVITY SEWER MAIN

(SC-0052-LBUD) TO REMAIN

EXISTING (2) 2" LIVE WATER SERVICE SHALL BE SHUT

OFF (METER AND METER BOX REMAIN PENDING KILL

TAP). KILL TAP SERVICE AND METER REMOVAL SHALL

BE PERFORMED BY LBUD. CONTACT CITY AT

562-570-5991 TO REQUEST REMOVAL.

D20

EXISTING BACFKLOW AND DCDA TO BE DEMO'ED

D21

EXISTING FIRE DEPARTMENT CONNECTION (FDC) TO

REMAIN

D6

D2 D2

EXISTING CONCRETE SWALE TO BE DEMO'ED

D22

EXISTING PILASTER TO BE CUT DOWN TO HEIGHT OF

ADJACENT WALL

D20

KILL TAP AT TEE TO PROTECT IN PLACE EXISTING

WATER SERVICE TO FIRE HYDRANT

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

D12

D13

D14

D15

D16

D17

D18

D19

D20

D21

D22

D23

D24

D em ol it io n/

U ti lit y

P la n

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H w y, L on g

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A

DEMOLITION/UTILITY PLAN 1

C201

OF

SCALE: 1" = 15'-0"

G R

A P

H I C

Issue Date

DRAWING REF.

R E

F

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SHEET

OF

F I E

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S C

A L E

P A

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G R

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H I C

A S

B

U I L T

D A

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T D

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C R

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T I O

N

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D E

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N E

D

B

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A F

T I N

G

C

H E

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S I G

N

C

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A P

P R

O V

A L

NOTE:

MUNIS Project #

Phase# ____ / Rebid:____

RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

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TYPICAL RETAINING WALL DETAIL A

M A

X.

24"

2 BARS @ TOP

WATERPROOFING

DRAINAGE SHEET

8"CMU WALL

W/ #4 @ 16" O.C. VERTICAL

& #4 @ 24" O.C. HORIZONTAL

OKAY TO SUBSTITUTE

8" CONCRETE WALL W/

#4 @ 12" O.C. BOTH WAYS

1 CU.FT./FT. OF 34" CRUSHED

GRAVEL WRAPPED IN

MIRAFI FILTER FABRIC

3"Ø WEEPHOLES @ 48" O.C.

24" CONTINUOUS FOOTING

3000 PSI W/ 18" INTO

UNDISTURBED SOIL

#4 DOWELS @ 16" O.C.

#4 @ 16" O.C. BOTH WAYS

TOP MAT

3" C

LR

3'-0" MAXIMUM

RETAINING WALL

1/4

PL14 "x4"x4"

(4) 38"Øx4" TITEN HD BOLTS

PIPE RAIL PER ARCH PLANS

T.W. & F.G.

F.G.

CATCH BASIN STENCIL B

GRADING

LEGEND

(1 6'

(16')

(16')

(16')

(17')

(18')

(19')

(2 0'

CONSTRUCTION NOTES

LI

M

IT

O

F W

OR

K

' 19

20'

16'

CALLOUT LEGEND

EXISTING SURFACE ELEVATION

EXISTING GRADE ELEVATION

FINISHED SURFACE ELEVATION

FINISHED GRADE ELEVATION

ELEVATION AT TOP OF WALL

E.S.

E.G.

F.S.

F.G.

T.W.

EXISTING MAJOR GRADE CONTOUR

(101') EXISTING MINOR GRADE CONTOUR

(100')

PROPOSED WALL

PROPOSED CONSTRUCTION

STREET LIGHT

FIRE HYDRANT

SIGN

IRRIGATION SYSTEM

VAULT

ELECTRICAL TRANSFORMER

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

STREET LIGHT PULL BOX

WATER METER

WATER VALVE

STORM DRAIN CATCH BASIN TO BE ADJUSTED TO

GRADE

PAVEMENT TO REMAIN

EXISTING WALL TO REMAIN

LIMIT OF WORK

CONCRETE APRON TO REMAIN

PROPOSED MAJOR GRADE CONTOUR

101' PROPOSED MINOR GRADE CONTOUR

(100') EXISTING MAJOR GRADE CONTOUR TO BE REMOVED

(101') EXISTING MINOR GRADE CONTOUR TO BE REMOVED

100'

A C300

A C300

A C300

A C300

1 RETAINING WALL PER DETAIL A/C300

2 PIPE RAILING TO BE ANCHORED TO EXISTING RETAINING WALL

3 2" A.C. OVER 4" COMPACTED AGGREGATE BASE (C.A.B.)

Q U E E N S H W Y

-2.0%

-2.0%

-2.0%

-0 .9

-1.1%

-0.6% -0.9%

-3.0%

-5.3%

-50.0%

-50.6%

'F.G. 16.34'

F.G. 19.55'

F.G. 19.75'

F.G. 16.85'

F.G. 16.74'

F.G. 16.47' F.G. 16.83'

F.G. 16.59'

(16')

(16')

(1 9'

(19')

(2 0'

) (20')

(1 6'

(16')

F.G. 16.55' F.G. 16.20'

F.G. 16.20'

F.G. 19.00'

F.G. 18.70'

F.G. 18.52'

F.G. 18.70'

F.G. 18.03'

E.S. 21.00'

E.S. 20.83'

E.S. 20.41'

(21')

(19')

(17')

(1 8')

F.S. 15.72'

F.S. 15.76'

F.S. 16.04'

F.G. 16.37'

E.S. 16.27'

E.S. 16.46'

E.S. 16.38'

F.G. 16.21'

E.S. 15.53'

E.S. 15.57'

E.S. 15.91'

E.S. 15.05'

F.G. 16.46' E.S. 15.79'

E.S. 16.22'

F.G. 15.42' -0 .4

-1.1%

-0.1%

-1.1%

-1.0%

-2.4%

-6.2%

-2.9%

-1 2.

8%

-3 .0

-2.1%

-1.5%

-0.5%

-1 .6

-0 .4

-1 .3

-1 .3

-2.8%

-2.2%

-3 .0

-1.5%

-2 .8

F.G. 16.46'

F.G. 16.77'

F.G. 16.54'

E.G. 20.13'

E.G. 19.92'

(16')

F.G. 16.04'

F.G. 16.87'

F.G. 16.87'

T.G. 16.71'

F.G. 16.77'

T.G. 15.78'

-1 .1

4 EXISTING CATCH BASIN TO BE ADJUSTED TO GRADE

A C300

LIMIT OF WORK

LIM

IT OF W

ORK

LIMIT OF WORK

LI

M

IT

O

F W

OR

K

LIMIT OF WORK

LIMIT OF WORK

F.G. 19.31'

F.G. 19.48'

-2.4%

W = 4.00'

X = 4.00'

X = 6.05'

Y = 7.20'

Q = 4.00'

'-8.3%

-2.0% F.S. 15.39'

F.S. 14.71'

CITY OF LONG BEACH STANDARD PLAN NO. 122,

CURB RAMP - CASE D (X = 4.00' & 6.05', W = 4.00', Y = 7.20', Q = 4.00')

GRADING PLAN 1

C300

SCALE: 1" = 15'-0"

G ra di ng

P la n

Q U

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N

M A

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VI

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H w y, L on g

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10/18/2024 11:58:27 AMIssue Date

DRAWING REF.

R E

F

C I T

Y

G

R I D

SHEET

OF

F I E

O

K

S C

A L E

P A

G E

G R

A P

H I C

A S

B

U I L T

D A

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S H

E E

T D

E S

C R

I P

T I O

N

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V I S

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D E

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D

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Y

D R

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D R

A F

T I N

G

C

H E

D E

S I G

N

C

H E

A P

P R

O V

A L

NOTE:

MUNIS Project #

Phase# ____ / Rebid:____

RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

B

ID

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ER

CUT/FILL DIAGRAM

GRADING SUMMARY

TOTAL

CUT 392.5 CU.YD.

FILL 384.8 CU.YD.

777.3 CU.YD.

7.7 CU.YD. EXPORT

LEGEND

EXISTING MAJOR GRADE CONTOUR

(101') EXISTING MINOR GRADE CONTOUR

(100')

FIRE HYDRANT

SIGN

VAULT

STORM DRAIN MANHOLE

WATER METER

WATER VALVE

STORM DRAIN CATCH BASIN TO BE ADJUSTED TO

GRADE

FILL

LIMIT OF WORK

CUT

(2 0'

(16')

(16')

(17')

(18')

(19')

(1 6'

(16')

PROPOSED WALL

STREET LIGHT

IRRIGATION SYSTEM

ELECTRICAL TRANSFORMER

SANITARY SEWER MANHOLE

STREET LIGHT PULL BOX

EXISTING WALL TO REMAIN

Q U E E N S H W Y

LIMIT OF WORK

LI

M

IT

O

F W

OR

K

LIMIT OF WORK

LI

M

IT

O

F W

OR

K

LIMIT OF WORK

LIM

IT OF W

ORK

CUT/FILL DIAGRAM PLAN 1

C301

OF

SCALE: 1" = 15'-0"

C it

/F ill

D ia gr am

P la n

Q U

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N

M A

R Y

VI

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A G

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EM

O

LI

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Q ue en s

H w y, L on g

B ea ch , C

A

OF

G R

A P

H I C

10/18/2024 11:58:27 AMIssue Date

DRAWING REF.

R E

F

C I T

Y

G

R I D

SHEET

OF

F I E

O

K

S C

A L E

P A

G E

G R

A P

H I C

A S

B

U I L T

D A

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N o

S H

E E

T D

E S

C R

I P

T I O

N

R E

V I S

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D E

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D

B

Y

D R

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T I N

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NOTE:

MUNIS Project #

Phase# ____ / Rebid:____

RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

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ER

EROSION CONTROL PLANS

EROSION CONTROL NOTESLEGEND

Q U E E N S H W Y

CONSTRUCTION NOTES

1 SC-5 INLET PROTECTION

2 TC-1 STABILIZED CONSTRUCTION ENTRANCE (ESC 24)

3 CONSTRUCTION GATE

4 SE-8 SANDBAG BARRIER (ESC 52)

SE-8 SANDBAG BARRIER (ESC 52)

TC-1 STABILIZED CONSTRUCTION ENTRANCE (ESC

24)

CONSTRUCTION GATE

1. ALL CONSTRUCTION DEBRIS MUST BE CONTAINERIZED AT ALL TIMES.

2. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE

DURATION OF THE PROJECT.

3. PRESERVATION OF EXISTING VEGETATION MINIMIZES THE POTENTIAL

OR REMOVING OR INJURING EXISTING TREES, VINES, SHRUBS, AND/OR

GRASSES THAT SERVE AS EROSION CONTROLS.

4. FOR ADDITIONAL WIND PREVENTION STRATEGIES, SEE WE-1.

5. THE FOLLOWING ADDITIONAL BMPS ARE TO BE INCORPORATED:

ESC 1 SCHEDULING

ESC 21 DUST CONTROL

ESC 56 SEDIMENT BASIN

NS-1 WATER CONSERVATION PRACTICES

NS-2 DEWATERING OPERATIONS

WM-3 STOCKPILE MANAGEMENT

SC-1 NON-STORMWATER DISCHARGES TO DRAINS

SC-2 VEHICLE EQUIPMENT FUELING

SC-3 VEHICLE AND EQUIPMENT WASHING AND STEAM CLEANING

SC-4 VEHICLE AND EQUIPMENT MAINTENANCE AND REPAIR

SC-5 OUTDOOR LOADING- UNLOADING OF MATERIALS

SC-6 OUTDOOR CONTAINER STORAGE OF LIQUIDS

SC-7 OUTDOOR PROCESS EQUIPMENT

SC-8 OUTDOOR STORAGE OF RAW MATERIALS

SC-9 WASTE HANDLING AND DISPOSAL

SC-10 CONTAMINATED OR ERODIBLE SURFACE AREAS

SC-11 BUILDING AND GROUNDS MAINTENANCE

SC-12 BUILDING REPAIR, REMODELING AND CONSTRUCTION

SC-13 OVER-WATER ACTIVITIES

SC-14 EMPLOYEE TRAINING

EXISTING STRUCTURE OUTLINE TO BE DEMO'ED

(20')

(1 6')

(17')

(1 8'

(19')

(21')

(1 6'

(1 7'

(1 8'

(1 9'

(16')

(16')

(16')

(16')

(16')

(1 6'

(16')

(16')

(16')

(16')

(17')

(18')

(19')

(20') (1

6'

DRAWING REF.

R E

F

C I T

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G

R I D

SHEET

OF

F I E

O

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S C

A L E

P A

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NOTE:

MUNIS Project #

Phase# ____ / Rebid:____

RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

EROSION CONTROL PLAN 1

C400

OF

SCALE: 1" = 15'-0"

Er os io n

C on tr ol

P la n

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D- 101

A101

1 Ref

R e f

1 Ref

R e f

F00

Room nameRoom nameRoom nameRoom name

101101101101

150 SF150 SF150 SF150 SF

A101

SIM

View Name 1/8" = 1'-0"

DOOR NUMBER, SEE SCHEDULE FOR MORE

INFORMATION

INTERIOR ELEVATION INDICATOR

LIGHTING FIXTURE NUMBER, SEE SCHEDULE

ROOM NAME & NUMBER, SEE SCHEDULE FOR

FINISHES

FLOOR TYPE

DRAWING TITLE & REFERENCE INDICATOR

A.F.F.

1i

1'-0"

CEILING TYPE & HEIGHT

SECTION INDICATOR

ELEVATION HEIGHT

A101

Ref

R e f

R e f

Ref

EXTERIOR ELEVATION INDICATOR

1 TAG FOR ELEMENT, REFERS TO KEYNOTE

LEGEND ON DRAWINGS

CONC

PT WALL FINISH TAG, IN ELEVATIONS

1i PLUMBING FIXTURE AND SPECIALTY

EQUIPMENT TAG

1t WINDOW TAG

1i WALL TAG

EARTH

SAND FILL

GRAVEL FILL

CONCRETE

FINISH WOOD

CONTINUOUS WOOD BLKG.

WOOD BLKG OR SHIM

RIGID INSULATION

BATT OR BLANKET INSULATION

CARPET IN SECTION

GYPSUM PLASTER BOARD

PLYWOOD OR WOOD VENEER

SEALANT WITH BACKER ROD

EPOXY FLOOR

GRASS

MARMOLEUM

FLOOR

DRAWING REF.

R E

F

C

IT

Y G

R

ID

SHEET

OF

F

IE

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-B U

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D E

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IP

T

IO

N

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V

IS

IO

N

S D

E S

IG

N

E D

B Y

D R

A W

N B

Y

D R

A F

T

IN

G C

H E

C K

B Y

D E

S

IG

N C

H E

C K

B Y

A P

P R

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A L

NOTE:

MUNIS Project #

Phase# ____ / Rebid:____

RA-DA

7523 NORTON AVE.

WEST HOLLYWOOD CA 90046

T. 323-851-4040

RANIA@RA-DA.COM

WWW.RA-DA.COM

DRAWING NUMBER

11/27/2024 1:55:57 PM

G e n e ra l

A rc h it e c tu ra l In fo rm a ti o n

A001

Q U

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240322

Q u e e n s

H w y, L o n g B e a ch

C A

B-4839

Issue Date

B

ID

S E

T

.2

.2

0 GENERAL INFORMATION, SITE & EXITING

1 PLANS

2 EXTERIOR ELEVATIONS

3 BUILDING SECTIONS

4 INTERIOR ELEVATIONS

5 DETAILS (INTERIOR, WALL PARTITIONS)

6 FINISHES AND SCHEDULES

A - 1 01

DRAWING SEQUENCE NUMBER

DRAWING TYPE (SEE BELOW)

(DISCIPLINE) SEE BELOW

G GENERAL

C CIVIL

L LANDSCAPE

DM DEMOLITION

S STRUCTURAL

A ARCHITECTURAL

IN INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

M MECHANICAL

E ELECTRICAL

T TELECOMMUNICATIONS

SHEET INFORMATION

FIELD VERIFICATION

Before undertaking each part of the Work, the Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon with all applicable field measurements and existing conditions. The Contractor shall also require the installer of each unit of Work to inspect that portion of the Project to receive the Work, and conditions under which the Work will be performed, and to report any unsatisfactory conditions, in writing, to the Contractor, the Architect/Engineer

GYPSUM BOARD WALLS AT WET LOCATIONS

Provide water resistant gypsum board at all wet locations, exterior applications and other locations where walls may be exposed to prolonged wetness.

REFLECTED CEILING PLANS

Items shown on the architectural drawings are to be located per the architectural drawings. Not all items are shown on the architectural drawings. Coordinate with mechanical & electrical drawings for location, mounting conditions, quantities and types of all lights, grilles, diffusers, exit signs, and all miscellaneous items.

Refer to the Reflected Ceiling Plans for identification of all fire and smoke rated partitions.

WOOD BLOCKING REQUIREMENTS

Provide fire retardant treated wood blocking as specified in Specifications - for the following items (unless another backing material is noted:)

A. Grab Bars B. Mirrors C. Toilet accessories D. Stair rails E. Toilet partitions F. Under pre-fab, curb for all roof equipment G. Door Bumpers H. Shelving I. Closet Poles J. Coat Hooks K. Millwork L. All areas indicated on the DWGs

PLYWOOD SUBSTRATES

All plywood (substrates, bases, backing except hardwood veneered) shall be fire retardent.

SIGNAGE BACKING PANELS

Provide 18 Ga. (minimum) steel backing panels at signage locations (where attachment to gypsum board is required). Span panels three metal studs (minimum) horizontally. Refer to signage issue sketches for signage locations. (COORDINATE

SIGNAGE LOCATION W/ OWNER REPRESENTATIVE).

SINKS AND LAVATORIES

All lavatories and sinks (including sinks in casework and millwork countertops) are by Mechanical Trades. All roughing-in requirements, installation, hardware and final connection to roughing-in are by Mechanical Trades.

FIRESTOPPING

Provide firestopping as required at all openings for plumbing, conduit, ductwork, etc., at fire rated assemblies.

FLOOR DRAINS

Refer to Architectural floor plans for locations and dimensions. For all other related information refer to Plumbing Drawings.

FIRE EXTINGUISHER TYPES

Provide type fire extinguishers at all typical locations unless noted otherwise.

ROOF EQUIPMENT AND OPENINGS

Refer to Mechanical and Electrical Drawings for location of all exhaust fans, vents, mechanical or electrical equipment, etc.

FIRE RESISTIVE ASSEMBLIES

The project shall conform to Underwriters Laboratory Fire Resistance Directory and building materials directory.

For any change of U.L. design number, or any change in material(s) in a U.L. design assembly, it will be the responsibility of of the Contractor to coordinate all other related materials or assemblies affected by the change of material or U.L. design number assemble.

Provide complete U.L. approved through penetration firestop systems at all rated wall penetrations.

TEMPORARY CONSTRUCTION

The contractor shall coordinate all temporary construction with the architect and owner to assure a minimum amount of interruption with the owner's activities.

TREATMENT OF EXISTING SURFACES

Patch and repair all existing wall surfaces adjacent to new work as required to achieve an uninterrupted surface appearance.

Patch and repair concrete floors to achieve a continuous, smooth and flush floor surface.

Patch and repair existing fireproofing @ existing metal decks as required for new construction. Replace with the same product as existing base building.

Any new work or repair work performed to the existing base building shall be coordinated with the base building contractor and the base building drawings to maintain the original construction assemblies using the same product as the existing base building. Prior to completion, all repair work shall be approved by the existing base building contractor.

DIMENSIONING CRITERIA

Dimensions for locating partitions and openings are generally established by criteria. Only exceptions to these criteria will be dimensioned. Typical dimensioning criteria are outlined below.

For openings in partitions or walls:

A. when an opening occurs at a column or grid line, no dimensions will be shown on the plans. The opening width will be established by either criteria or schedules.

B. when neither the jamb or a door or opening occurs at a column or grid line, or adjacent to a partition at a right angle, one jamb will be located dimensionsally

C. when one jamb is located by a partition at a right angle, the following diagrams apply:

MATERIALS

door as scheduled (typ.)

4" typical, not dimensioned on floor plan

*ALSO APPLICABLE TO POCKET

DOORS

4" typical, not dimensioned on floor plan to nearest coursing joint, 2" mininum

CMU PARTITION STUD PARTITION & STOREFRONT

4" typical, not dimensioned on floor plan

4" typical, not dimensioned on floor plan

STUD PARTITION

*ALSO APPLICABLE TO POCKET

DOORS

PARTITION ADJ. TO COLUMN

EMERGENCY WARNING SYSTEMS

Where emergency warning systems are provided, fire alarms shall comply with 11B-702 and carbon monoxide alarms shall comply with Chapter 9, Section 915.

LEGEND

-A-

ABOVE FINISH FLOOR AFF

ANODIZED ALUMINUM AB

ACOUSTICAL CEILING TILE ACT

ACOUSTIC WALL PANELS AWP

ACOUSTIC, ACOUSTICAL ACOUS

ALUMINUM AL

ALUMINUM COMPOSITE PANELACP

ADDITIONAL ADDN

AND &

ANGLE L

ANODIZED ANOD

ANODIZED BRASS AB

APPROVED APPD

ARCHITECTURAL ARCH

AREA DRAIN AD

AT @

-B-

BARRIER FREE BF

BASE CABINET BC

BEAM BM

BEARING BRG

BETWEEN BET

BLOCK BLK

BLOCKING BLKG

BOARD BD

BOTTOM BOT

BRICK BRK

BUILDING BLDF

BY (AS IN 2x4) x (LOWER CASE)

-C-

CABINET UNIT HEATER CUH

CAPACITY CAP

CARPETING CPT

CATCH BASIN CB

CEILING CLG

CEMENT PLASTER CEM PLAS

CENTER CTR

CENTERLINE CL

CERAMIC CER

CHANNEL C

CLADDING CLDG

CLEANOUT CO

CLEAR CLR

COLUMN COL

CONCRETE CONC

CONCRETE MASONRY UNIT CMU

CONSTRUCTION CONST

CONSTRUCTION JOINT CJ

CONTINUE, CONTINUOUS CONT

CONTRACTOR CONTR

CONTROL PANEL CP

CORRIDOR CORR

CORNER GUARD CG

-D-

CETAIL DET

DEPARTMENT DEPT

DIAMETER DIA, OR O

DIMENSION DIM

DOOR DR

DOOR OPENING DO

DOWN DN

DRAIN DR

DRAWING DWG

DRINKING FOUNTAIN DF

-E-

EACH EA

EACH FACE EF

EACH WAY EW

EAST E

ELECTRIC WATER COOLER EWC

ELECTRIC, ELECTRICAL ELEC

ELEVATION EL

ELEVATOR ELEV

EQUAL EQ

EQUIPMENT EQUIP

EXHAUST EXH

EXISTING EXIST

EXPANSION EX

EXPANSION JOINT EJ

EXPOSED CONSTRUCTION EXP

-F-

FACE TO FACE F/F

FEET, FOOT FT OR'

FINISH, FINISHED FIN

FIRE EXTINGUISHER…