JOHNSON STUDENT CENTER BUILDING DEMOLITION

DN

PROJECT SITE

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BLDG. 'W' BLDG. 'H'

BLDG. 'T'

BLDG. 'R'BLDG. 'M'

BLDG. 'S'

BLDG. 'A'

BLDG. 'C'

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PARKING LOT #9

PARKING LOT #8

PARKING LOT #7

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PARKING LOT #1PARKING LOT #4PARKING LOT #2 PARKING LOT #3

BLDG. 'Z'M

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A#11659

A#32907 A#43672

A#43322

A#42364A#112721

A#32884

A#59692

A#32907

A#31724

A#39906

A#35404

A#55755

A#11616

A#32907

A#16616

A#60811

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A#50414

A#112268A#112268

(E) PUBLICBUS STOP

(E)PUBLICBUS STOP

A#108093

A#112776

PORTABLE "VL"A#113152

A#108151

A#112268

(E) RESTROOM BUILDING &DRINKING FOUNTAIN

A#112721

(E)SITEENTRY SIGN

A#112268

(E) SITE ENTRY SIGNA#112268

EXISTING OCTA BUSSTOP

A#4608

A#108649



PORT

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SA#

1121

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A0.0210

SUMMARY OF SCOPE

• THE PROJECT CONSISTS OF THE DEMOLITION OF THE EXISTING JOHNSON CENTERBUILDING, SLAB ON GRADE IN ITS ENTIREY AND SURROUNDING SITE.

22 FWY

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PROJECTLOCATION

PART 1 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 C.C.R.PART 2 2016 CALIFORNIA BUILDING CODE, TITLE 24 C.C.R.

( 2015 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIAAMENDMENTS )

PART 3 2016 CALIFORNIA ELECTRICAL CODE, TITLE 24 C.C.R.( 2014 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA )

PART 4 2016 CALIFORNIA MECHANICAL CODE, TITLE 24 C.C.R.( 2015 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING ANDMECHANICAL OFFICIALS, IAPMO )

PART 5 2016 CALIFORNIA PLUMBING CODE, TITLE 24 C.C.R.( 2015 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING ANDMECHANICAL OFFICIALS, IAPMO )

PART 6 2016 CALIFORNIA ENERGY CODE, TITLE 24 C.C.R.PART 7 CURRENTLY VACANTPART 8 2016 CALIFORNIA HISTORICAL BUILDING CODE, TITLE 24 C.C.R.PART 9 2016 CALIFORNIA FIRE CODE, TITLE 24 C.C.R. ( 2015 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL )PART 10 2016 CALIFORNIA EXISTING BUILDING CODE, TITLE 24 C.C.R.

( 2015 INTERNATIONAL EXISTING BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITHCALIFORNIA AMENDMENTS )PART 11 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ( CALGREEN CODE ), TITLE 24 C.C.R.PART 12 2016 CALIFORNIA REFERENCED STANDARDS CODE, TITLE 24 C.C.R.

ARCHITECTHill Partnership, Inc,115 22nd Street, Newport Beach, CA 92663Tel. (949) 675-6442 Fax. (949) 675-4543

Contacts: Larry Frapwell, Principal Julia D. Jones, Associate

CIVIL ENGINEERHALL & FORMAN, INC.17782 17th Street, Suite #200, Tustin CA 92780Tel. (714) 665-4549Contacts: Linda Sandusky, Project Manager

OWNERRancho Santiago Community College District2323 North BroadwaySanta Ana, CA, 92706Tel. (714) 480-7530

Contacts: Carri Matsumoto, Assistant Vice Chancellor,Facility Planning, District Construction &Support Services

Darryl Taylor, Director of FacilitiesAllison Coburn, Project Manager

ELECTRICAL AND PLUMBING ENGINEERP2S ENGINEERING, INC.5000 East Spring Street, 8th Floor, Long Beach, CA 92660Tel. (562) 497-2999 Fax (562) 497-2990Contacts: Kirk Anglin, Project Manager Melissa Klug, Project Engineer

C HILL PARTNERSHIP INC. 2014

SHEET NUMBER

SHEET TITLE

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY ANDCOPYRIGHT OF THE ARCHITECT AND SHALL NOT BE USED ON ANYOTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THEDRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT.

PROJECT IDENTIFICATION

CHECKED BY

THESE DRAWINGS ORIGINALLY CREATED IN AUTODESK REVIT V. 2014

DRAWN BY

SEALS / APPROVALS

CONSULTANTS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS

LP

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THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42".

12/01/2015 90%CD SUBMITTAL

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1530 West 17th Street, Santa Ana, CA 92706

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TITLE SHEET

G0.01

Project Number

CONSTRUCTION DOCUMENTS

JOHNSON STUDENT CENTERBUILDING DEMOLITION

2323 NORTH BROADWAYSANTA ANA, CA 92706

SCALE 1" = 100'-0" 1CAMPUS MAP

ARCHITECTURALA0.01 SITE DEMOLITION PLAN - BUILDING AREAA0.02 SITE DEMOLITION PLAN - SERVICE RAOD

GENERALG0.01 TITLE SHEETG0.02 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

SHEET INDEX

PROJECT DESCRIPTION

VICINITY MAP

N

N

C1.00 EXISTING SITE AND DEMOLITION PLAN

APPLICABLE CODES

PROJECT DIRECTORY

CIVIL

BUILDING 'U' RECORD DRAWINGS

A#28861 BOOKSTORE : ARCHITECTURAL, STRUCTURAL, MECHANICAL ANDELECTRICAL.

A#40279 BOOKSTORE ELEVATOR: ARCHITECTURAL, STRUCTURAL ANDELECTRICAL.

A#42364 STUDENT CENTER ADDITION: ARCHITECTURAL, STRUCTURAL,MECHANICAL AND ELECTRICAL.

A#49550 JOHNSON STUDENT CENTER: ARCHITECTURAL, STRUCTUAL,MECHANICAL AND ELECTRICAL.

FOR REFERENCE ONLY


100% CONSTRUCTION DOCUMENTSDECEMBER 11, 2017

P0.01 GENERAL NOTES, ABBREV., LEGEND AND SHEET INDEXP1.01 SITE DEMOLITION PLAN

PLUMBING

ELECTRICALE0.01 GENERAL NOTES, ABBREV., LEGEND AND SHEET INDEXE1.01 ELECTRICAL SITE DEMOLITION PLAN

C2.00 EROSION CONTROL PLAN

09/05/2018

SEPTEMBER 5, 2018

ORIENTATION REFERENCE

PLANNORTH

NORTH ARROW

INTERIOR ELEVATIONREFERENCE

ELEVATION NUMBER

SHEET NUMBER

A1

GRID LINE REFERENCE

GRID LINE NUMBER

WALL SECTION REFERENCE

SHEET NUMBER

SECTION NUMBER

SECTION CUT LINE

1

A1.1

1

A1.1DETAIL SECTIONREFERENCE

SHEET NUMBER

DETAIL NUMBER

CUT LINE TO ITEM ORAREA BEING DETAILED

DETAIL CALL-OUTREFERENCE

SHEET NUMBER

DETAIL NUMBER1

A1.1

AREA BEING DETAILED

ROOM DESIGNATION

ROOM NAME

ROOM NUMBER

1REVISION DESIGNATION REVISION NUMBER

DOOR SYMBOLDOOR NUMBER

DOOR TAG

WINDOW REFERENCE WINDOW TYPE NUMBER

XWALL TYPE WALL TYPE NUMBER

FLOOR PLANKEYNOTE REFERENCE

SPECIFICATION NUMBER

EXIT SIGN DESIGNATES SIDE EXITREFERS TO

X'-X"ELEVATION DATUM REFERENCEELEVATION

ELEVATION DATUM

MATCH LINE

GRADE BREAK

CDS#34 36

CASEWORK SYMBOLWIDTH

HEIGHTWI # (CASEWORK DESIGN SERIES # PERWOODWORK INSTITUTE)

MODIFICATION

WHEEL CHAIR TURNING RADIUS

60" CLR

30"

48"

MIN. CLEARANCE FOR ADA

FURNITURE TYPE FURNITURE TYPE NUMBER

EXTERIOR FINISH FINISH TYPE NUMBEREF ?

?083113.A1

10

GLAZED SYSTEM TYPE

GLAZED SYSTEM TYPE NUMBER

BUILDING SECTIONREFERENCE

SHEET NUMBER

SECTION NUMBER

SECTION CUT LINE

MATCHLINESIDE CONSIDERED

A0.0

1

1

EXTERIOR ELEVATIONREFERENCE

ELEVATION NUMBER

SHEET NUMBERA0.0

1

M24

DEPTH

BLDG. DESIGNATION (BLDGS. A, B, & C)

ABGRID LINE LETTER DESIGNATION

N

BLDG. DESIGNATION (BLDGS. A, B, & C)

ROOM NAME101

C123A

BUILDING DESIGNATION (A,B,C,)

AW-1W- EXTERIOR WINDOWSF- STOREFRONT

X

1

A1.1

A

BLDG. DESIGNATION

BLDG. DESIGNATION


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GENERAL NOTES,SYMBOLS, ANDABBREVIATIONS

G0.02

Project Number




1. ALL CONSTRUCTION AND WORKMANSHIP SHALL COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES ANDSTANDARDS.

2. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE ASSIGNMENT OF ALL WORK SHOWN IN THESE DRAWINGS ANDSPECIFICATIONS TO PRIME CONTRACTORS (HEREINAFTER REFERRED TO INTERCHANGEABLY AS "CONTRACTOR ORCONTRACTORS") UNLESS SPECIFICALLY NOTED OTHERWISE.

3. THESE DRAWINGS, WHEN USED WITH THE PROJECT SPECIFICATIONS, SHALL CONSTITUTE THE SUM OF THE CONTRACTDOCUMENTS. CONTRACTOR SHALL REFERENCE ALL DRAWINGS AND SPECIFICATIONS CONCURRENTLY. DRAWINGS ANDSPECIFICATIONS ARE COMPLEMENTARY AS REFERRED TO IN THE GENERAL CONDITIONS OF THE PROJECTSPECIFICATIONS.

4. CONTRACTOR SHALL NOT BREAK SETS. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, WHAT IS REQUIRED BY ANYONE SHALL BE AS BINDING AS IF REQUIRED BY ALL.

5. DISCREPANCIES IN THE CONTRACT DOCUMENTS; IN THE EVENT OF ERROR, OMISSION, AMBIGUITY, OR CONFLICT WITHINTHE DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL BRING THE MATTER TO THE ARCHITECT'S ATTENTIONIN A TIMELY MANNER, FOR ARCHITECT'S AND OWNER'S DETERMINATION AND DIRECTION IN ACCORDANCE WITHPROVISIONS OF THE GENERAL CONDITIONS.

6. NOT USED7. CONSTRUCTION DIMENSIONS INDICATED ARE BASED ON RECORD DRAWINGS AND GENERAL FIELD OBSERVATION.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD (REPORT ANY INCONSISTENCIES IMMEDIATELY TO THE ARCHITECTPRIOR TO CONSTRUCTION) AND MAKE ALLOWANCES / TOLERANCES FOR ADJOINING / LAPPING MATERIALS PRIOR TOFABRICATION. CONFIRM WITH ARCHITECT FOR SIGNIFICANT DIFFERENCES.

8. DISTRICT RECORD DRAWINGS ARE AVAILABLE FOR REVIEW. ARCHITECT AND DISTRICT MAKE NO WARRANTIES AS TO THESUITABILITY OF RECORD DRAWINGS OR ANY PARTICULAR PURPOSE. NO WORK SHOWN ON RECORD DRAWINGS ISINCLUDED IN THE WORK OF THIS CONTRACT.

9. DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT.CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF SAIDWORK.

10. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORKAND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ANDPROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND ENGINEERSSHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIREDFOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THEARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILEDINSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECTAND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO DURING OR AFTERCOMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL ANDIN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS. BUT THEY DO NOT GUARANTEECONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

11. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITHTHE WORK.

12. WRITTEN DIMENSIONS SHALL BE USED FOR LAY-OUT. DO NOT SCALE DRAWINGS.13. ALL DIMENSIONS ARE TO FACE OF FINISH WHERE NOTED, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

ALL DIMENSIONS NOTED AS "CLEAR" SHALL BE TO FACE OF FINISH. ALL DOOR OPENINGS ARE OFFSET 4" FROM THEINSIDE CORNER U.O.N.

14. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCHDETAIL OR DRAWINGS.

15. THE CONTRACTOR SHALL PROVIDE COORDINATION BETWEEN ALL SUBCONTRACTORS AND TRADES.16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE JOB SITE PRIOR TO BID SUBMITTAL TO DETERMINE ANY

PROBLEMS HE WILL HAVE IN PERFORMING THE WORK. THE BID SHALL INCLUDE THE COST OF THE RESOLUTION OF ALLPROBLEMS.

17. ANY CONDITIONS NOT COVERED BY THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BYTHE CONTRACTOR OR DISTRICT PRIOR TO BIDDING.

18. THESE DRAWINGS WERE PREPARED IN A MANNER CONSISTENT WITH EXISTING PROFESSIONAL STANDARDS AND WITHTHE UNDERSTANDING THAT THESE DRAWINGS WOULD BE USED SOLELY BY QUALIFIED AND EXPERIENCED CONTRACTORSAND/OR DESIGN PROFESSIONALS FOR USE IN THE CONSTRUCTION OF THIS SPECIFIC PROJECT ONLY. THE DETAILSINDICATED ON THESE PLANS REPRESENT GENERAL TYPICAL DETAILS REQUIRED FOR COMMUNICATING THIS PROJECT'SDESIGN INTENT TO SUCH AND MAY NOT INCLUDE ALL THE DETAILS NECESSARY FOR THE FINAL COMPLETION OF THISPROJECT.

19. DETAILS MARKED TYPICAL ON DRAWINGS ARE INTENDED FOR TYPICAL CONDITIONS ON THE ENTIRE PROJECT AND AREAPPLICABLE TO APPLY WHERE SIMILAR CONDITIONS OCCUR.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENT SUPPLIED BY THEOWNER.

21. THE ARCHITECT OR ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ACTION TAKEN BY ANYONE ON THE PROJECT IF THATPERSON IS KNOWLEDGEABLE OF ANY DISCREPANCIES, OMISSIONS OR AMBIGUITY IN THE DRAWINGS OR SPECIFICATIONSUNTIL THE ARCHITECT OR ENGINEER HAS BEEN NOTIFIED, HAS CORRECTED THE DISCREPANCY, OR MORE CLEARLYEXPLAINED THE INTENT OF THE DRAWINGS OR SPECIFICATIONS.

22. THE CONTRACTOR SHALL COOPERATE WITH ALL OTHER CONTRACTORS WHO MAY BE PERFORMING WORK ON BEHALF OFSANTA ANA COLLEGE) AND WORKMEN WHO MAY BE EMPLOYED BY SANTA ANA COLLEGE ON ANY WORK IN THE VICINITYOF THE WORK TO BE DONE UNDER THIS CONTRACT; AND THE CONTRACTOR SHALL CONDUCT HIS/HER OPERATIONS AS TOINTERFERE TO THE LEAST POSSIBLE EXTENT WITH THE WORK OF OTHER SUCH CONTRACTORS OR WORKMEN.

23. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., DURINGDEMOLITION AND CONSTRUCTION, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDEREDBY THE STRUCTURAL ENGINEER.

24. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SECURE THE AREA SO THAT NO UNAUTHORIZEDPERSONNEL OR CHILDREN SHALL GAIN ACCESS TO THE PROJECT AREA OR PROJECT STAGING AREAS.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING BUILDING(S) FROM WEATHER DAMAGEDURING CONSTRUCTION. ALL DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE SCHOOL DISTRICT AND PAIDFOR BY THE CONTRACTOR.

26. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SECURING HIS/HER EQUIPMENT, SUPPLIES, TOOLS, ETC.27. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON

OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR ORREPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. ANY DAMAGE TO UTILITIES SHALL BE REPORTEDTO THE CONSTRUCTION MANAGER IMMEDIATELY.

28. THE CONTRACTOR SHALL SAFEGUARD THE OWNERS PROPERTY DURING CONSTRUCTION AND SHALL REPLACE ANYDAMAGED PROPERTY OF THE OWNER TO ORIGINAL CONDITION OR BETTER.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FINISHED SURFACES CLEAN AT THE COMPLETION OF THEWORK AND SHALL REMOVE ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB REGULARLY WHENEVER POSSIBLE,PREVIOUS TRENCH CUTS SHALL BE USED TO MINIMIZE PAVEMENT CUTS.

30. WORKMANSHIP SHALL BE OF THE HIGHER QUALITY AND NOT LESS THAN THE MINIMUM STANDARDS AS EXPECTED OF THEAPPLICABLE TRADE OR PROFESSION, COMPLETELY FINISHED, SAFE, NEAT THROUGHOUT AND PERFORMED BYCOMPETENT AND EXPERIENCED WORKMEN. CONSTANT SUPERVISION OF WORK BY CONTRACTOR SHALL BE MAINTAINED.

31. NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIESLISTED IN CBC TABLES 307.1(1) AND 307.1(2)

32. CONTRACTOR'S ACCESS SHALL BE APPROVED BY CLIENT, INCLUDING MATERIAL STORAGE AND VEHICLE PARKING.CONTRACTOR SHALL LIMIT STORAGE AND PARKING TO THE DESIGNATED AREAS.

33. ITEMS OF A MECHANICAL OR ELECTRICAL NATURE MAY NOT NECESSARILY APPEAR ON THE ARCHITECTURAL DRAWINGS.SEE THE APPROPRIATE DRAWINGS FOR ITEMS OF THIS NATURE.

34. CONSUMPTION OF ALCOHOLIC BEVERAGES OR USE OF CONTROLLED SUBSTANCES IS PROHIBITED ON DISTRICTPROPERTY. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENFORCING THIS PROHIBITION FOR EMPLOYEES,SUBCONTRACTORS AND THEIR EMPLOYEES, OR OTHER PERSONS RELATED TO THE PROJECT THROUGH OR BY THECONTRACTOR.

35. AT NO TIME DURING CONSTRUCTION AND UNDER THIS CONTRACT SHALL THE CONTRACTOR PLACE, OR CAUSE TO BEPLACED, ANY MATERIALS AND/OR EQUIPMENT, ETC., AT A LOCATION THAT WOULD IMPEDE OR IMPAIR ACCESS TO ORFROM THE PRESENT FACILITIES, WITHOUT PRIOR DISTRICT APPROVAL.

36. THE CONTRACTOR SHALL EXERCISE MAXIMUM DUST AND NOISE CONTROL DURING CONSTRUCTION HOURS, AND MUSTCOMPLY FULLY WITH SANTA ANA COLLEGE CONSTRUCTION GUIDELINES.

37. THE WORK AREA SHALL BE CLEANED AND ALL CONSTRUCTION DEBRIS AND DEMOLISHED MATERIALS SHALL BE DISPOSEDOF BY THE CONTRACTOR AT A LEGAL DUMP. AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL LEAVE THEWORK AREA AND SITE CLEAN AND IN THE SAME CONDITION AS PRIOR TO THE CONSTRUCTION OF THIS PROJECT.

38. CONTRACTOR SHALL MAKE SITE VISITS AND SURVEY EXISTING CONDITIONS DURING BID PERIOD.39. CONTRACTOR SHALL SUBMIT THE FINAL COMPACTION REPORT(S) AND SOILS ENGINEER'S INSPECTION REPORT TO THE

INSPECTOR OF RECORD PRIOR TO LAYING THE CRUSHED AGGREGATE BASE (C.A.B.).40. WHERE WORK IMPACTS TURF AND PLANTED AREAS IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL

LANDSCAPING AND RETURN THE AREA TO ITS ORIGINAL CONDITION.41. COMPENSATION INSURANCE MUST BE ON FILE BEFORE A PERMIT CAN BE ISSUED.42. A CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY PERMIT IS REQUIRED FOR EXCAVATION FIVE OR MORE FEET IN

DEPTH AND FOR THE DEMOLITION OR CONSTRUCTION OF BUILDINGS OVER 36 FEET IN HEIGHT.43. UPON CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE COLLEGE WITH MANUFACTURER'S SAFETY

DATA LITERATURE (MSDS) FOR ALL HAZARDOUS MATERIALS BROUGHT ON SITE TO PERFORM THE WORK UNDER THISCONTRACT. WARRANTIES AND GUARANTEES SHALL ALSO BE INCLUDED WITH THIS SUBMITTAL.

44. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR CHANGE ORDERSIGNED BY ARCHITECT, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR.

45. A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE ARCHITECT AND STRUCTURALENGINEER, SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED INSECTION 4-342, PAR

M.B. MACHINE BOLTM.C. MEDICINE CABINETM.O. MASONRY OPENINGMAS. MASONRYMAT'L MATERIALMAX. MAXIMUMMECH. MECHANICALMEMB. MEMBRANEMFG. MANUFACTURINGMFR. MANUFACTURERMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSMTL. METALM.D. METAL DECKMUL MULLION

(N) NEWN.G. NATURAL GRADEN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINAL

O.C. ON CENTERO.D. OUTSIDE DIAMETERO.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED"O.I. ORNAMENTAL IRONO/ OVEROFF. OFFICEOPNG. OPENINGOPP. OPPOSITE

P. LAM. PLASTIC LAMINATEP.I.P. POURED IN PLACEP.L. PROPERTY LINEP.P. PIPE PENETRATIONP.T.D. PAPER TOWEL DISPENSERPERF. PERFORATEDPERP. PERPENDICULARPH PANIC HARDWAREPHS PHASEPLAST. PLASTERPLUMB. PLUMBINGPLYWD. PLYWOODPORC. PORCELAINPREFAB. PREFABRICATEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPTN. PARTITIONPVC POLY-VINYL CHLORIDE

Q.T. QUARRY TILEQTY. QUANTITY

R. RISERR.C.P. REFLECTED CEILING PLANR.D. ROOF DRAINR.H. ROBE HOOKR.O. ROUGH OPENINGRAD. RADIUSREF REFRIGERATORREINF. REINFORCEDREQ'D REQUIREDRESIL. RESILIENTREV. REVISIONRM ROOM

S.C. SOLID CORES.C.D. SEAT COVER DISPENSERS.D. SOAP DISPENSERS.F. SQUARE FEETS.N.D. SANITARY NAPKIN DISPENSERS.N.R. SANITARY NAPKIN RECEPTACLES.S. STAINLESS STEELSCHED. SCHEDULE

SD. SMOKE DETECTORSECT. SECTIONSHR. SHOWERSHT'G. SHEATHINGSIM. SIMILARSL. SLOPESLDG. SLIDINGSPECS SPECIFICATIONSSPKR. SPEAKERSQ. IN. SQUARE INCHESSTC SOUND TRANSMISSION CLASSSTL. STEELSTOR. STORAGESTRL. STRUCTURALSUSP. SUSPENDEDSYM SYMMETRICALSYS. SYSTEMT.B. TACKBOARDT & G TONGUE AND GROOVET.O. TOP OFT.O.B. TOP OF BEAMT.O.C. TOP OF CURBT.O.F. TOP OF FOOTINGT.O.J. TOP OF JOISTT.O.M. TOP OF MASONRYT.O.P. TOP OF PARAPETT.O.R. TOP OF ROOFT.O.S. TOP OF STEELT.O.W. TOP OF WALLT.S. TUBE STEELT.V. TELEVISION OUTLETTEL. TELEPHONETH. THRESHOLDTHD. THREADEDTHK. THICKTHRU THROUGHTRANS. TRANSFORMERTYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTEDUR. URINAL

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W.B. WHITEBOARDW.H. WATER HEATERW.I. WROUGHT IRONW.S.P. WET STAND PIPEW.S. WINDOW SHADEW/C WATER CLOSETW/O WITHOUTWCT WAINSCOTWD. WOODWT. WEIGHTW/ WITHYD. YARD

A.B. ANCHOR BOLTA.C. ASPHALT CONCRETEA.D. AREA DRAINA/C AIR CONDITIONINGABS. ABSOLUTEABV. ABOVEACC ACCESSIBLEACOU. ACOUSTICA.C.T. ACOUSTIC TILE CEILINGADJ. ADJUSTABLEADJA. ADJACENTA.F.F. ABOVE FINISHED FLOORAGGR. AGGREGATEAHU AIR HANDLER UNITALT. ALTERNATEALUM. ALUMINUMANOD. ANODIZEDAPL ASSUMED PROPERTY LINEARCH. ARCHITECTURALASPH. ASPHALTAVG. AVERAGE

B.M. BEAMB.O. BOTTOM OFB.U.R. BUILT-UP ROOFINGB.O.D. BASIS OF DESIGNBD. BOARDBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKING

C. B. CATCH BASINC. BD. CHALKBOARDC.I.P. CAST IN PLACEC.J. CONTROL JOINTC.O. CLEAN OUTC.T. CERAMIC TILECAB CABINETCEM CEMENTCER. CERAMICCL CENTERLINECLG. CEILINGCLKG. CAULKINGCLO. CLOSETCLR. CLEARCMU CONCRETE MASONRY UNITCNTR. COUNTERCOL. COLUMNCONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINUOUSCONTR. CONTRACTORCORR. CORRIDORCTR. CENTERCTSK. COUNTERSUNK

D. DEEP, DEPTHD.F. DRINKING FOUNTAIND.S. DOWN SPOUTD.S.P. DRY STANDPIPED/W DISHWASHERDBL. DOUBLEDEMO DEMOLITIONDEPT. DEPARTMENTDET. DETAILDIA. ( ) DIAMETERDIAG. DIAGONALDIM. DIMENSIONDN DOWNDR. DOOR

E.A. EXPANSION ANCHORE.F. EXHAUST FANE.J. EXPANSION JOINTEA. EACHEL ELEVATIONELECT. "ELECTRIC, ELECTRICAL"ELEV. ELEVATOREQ. EQUALEQUIP. EQUIPMENTEST. ESTIMATEEWC ELECTRIC DRINKING WATER COOLEREXIST., (E) EXISTINGEXT. EXTERIOR

F.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.G. FINISH GRADEF.O. FACE OFF.O.B. FACE OF BLOCKF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDSF.R.P. FIBERGLASS REINFORCED PANELFA FIRE ALARMFAB. FABRICATEFD FLOOR DRAINFDN. FOUNDATIONFHC FIRE HOSE CABINETFIN. FINISHFL FLOORFLG. FLOORINGFLUOR. FLUORESCENT

G.I. GALVANIZED IRONGA. GAUGEGALV. GALVANIZEDGAR. GARAGEGB. GRAB BARGL GLASSGLB GLUE LAMINATED BEAMGYP. BD. GYPSUM BOARDGYP. GYPSUM

H.B. HOSE BIBBH.C. HOLLOW COREH.M. HOLLOW METALHDBD. HARDBOARDHDW. HARDWAREHGT. HEIGHTHOR. HORIZONTALHVAC HEATING, VENTILATING, AND AIR

CONDITIONING"HW HOT WATER

I.D. INSIDE DIAMETERINCL. "INCLUDE, INCLUSIVE"INSUL. INSULATIONINT. INTERIORIOR INSPECTOR OF RECORD

JAN. JANITORJST. JOIST

KIT. KITCHEN

L.R. LIVING ROOMLAM LAMINATELAV LAVATORYLT. LIGHTLTG. LIGHTING

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REMOVE EXISTING CONRETE CULVERT/STORM DRAIN LINE AND CAP AT BOUNDARY LINE

1. PROTECT ALL SEWER, WATER, GAS, ELECTRIC AND STORM DRAINLINES, VALVES, VAULTS, CLEAN OUTS, MANHOLES, ETC. UNLESSOTHERWISE NOTED.

2. PROTECT ALL ITEMS OUTSIDE OF DEMOLITION AREA DURINGJOHNSON CENTER BUILDING DEMOLITION AND CONSTRUCTION

3. ADJUST VALVES, CLEANOUTS, AND MANHOLES AS REQUIRED4. REMOVE INTERFERING SECTIONS OF LANDSCAPING AS

REQUIRED.5. REFER TO MEP FOR DEMOLITION AND PROTECTION OF EXISTING

GAS, ELECTRIC, AND TELEPHONE UTILITIES.6. AFTER COMPLETION OF DEMOLITION AND CLEARING, LAY 2"

THICK CRUSHED AGGREGATE BASE 'C.A.B.' OVER ENTIREDEMOLITION AREA.

7. GRADING OF CLEARED SITE TO BE DETERMINED DURING FINALSITE IMPORT AFTER LEVELING AND COMPACTION OF ANYEXCAVATIONS. DEMOLITION AREA PERIMETER TO BE GRADEDTO JOIN AND MATCH EXISTING ELEVATIONS. REFER TO SHEETC2.00 FOR FINAL GRADING.

8. REFER TO ATTACHED AS-BUILT DRAWINGS FOR FURTHERINFORMATION ON BUILDING FOUNDATION REINFORCEMENTS,PILES, AND FOOTING DEPTHS - REFERENCE ONLY.

GENERAL NOTES:

EXISTING BUILDING TO BE DEMOLISHED (REMOVED) IN ITS ENTIRETY. REMOVE/DEMO EXISTING SLAB ONGRADE (SOG) IN ITS ENTIRETY CUT/CLEAR STEEL REINFORCEMENT T TOP OF EXISTING CAPS/GRADE BEAMSTO REMAIN. PROVIDE ENGINEERED FILL AS REQUIRED. REFER TO CIVIL, PLUMBING AND ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION. SEPARATE DEMOLISHED MATERIAL PER LEED GREEN BUILDINGRATING SYSTEM WASTE MANAGEMENT.

REMOVE EXISTING STORM DRAIN INLET

REMOVE EXISTING SEAT WALLS IN THEIR ENTIRETY INCLUDING FOOTINGS, WITHIN THE DEMOLITION BOUNDARY

REMOVE EXISTING STAIRS IN THEIR ENTIRETY, INCLUDING ALL FOOTINGSREMOVE EXISTING SITE LIGHT AND BASE IN ENTIRETY, REFER TO AS BUILT PLANS FOR FULL DESCRIPTION OFLIGHTING FIXTURES AND BASES

REMOVE ALL EXISTING PAVING AND ASSOCIATED REBAR/CONCRETE WITHIN DEMOLITION BOUNDARYREMOVE ALL EXISTING TREES AND LANDSCAPING WITHIN THE DEMOLITION BOUNDARY, INCLUDING ALLROOTS, ROOT BALLS 3' BEYOND TREE CANOPY.

DEMOLITION NOTES

EXISTING SITE AND

DEMOLITION PLAN

C1.00

1. EXISTING CONCRETE, BASE ROCK, AND REBAR TO BE REMOVED.SEPARATE DEMOLISHED MATERIAL PER LEED GREEN BUILDINGRATING SYSTEM WASTE MANAGEMENT. BASE ROCK UNDERCONCRETE CAN BE REUSED AS GENERAL FILL IF APPROVED BYSOILS ENGINEER. ALL EDGES TO BE SAWCUT WITH A CLEANEDGE, OR JOINT TO JOINT, PANEL TO PANEL. FOR BIDPURPOSES, CONTRACTOR SHALL ASSUME 4" OF CONCRETEOVER 6" OF BASE CONCRETE AT HARDSCAPE.SIDEWALK.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2013 CBC ANDTHE CITY OF CERRITOS GRADING ORDINANCE AND ANYSPECIAL REQUIREMENTS.

3. CUT SLOPES SHALL BE NO LONGER THAN 2 HORIZONTAL TO 1VERTICAL.

4. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUMRELATIVE COMPACTION OF 90%. TESTING SHALL BE INACCORDANCE WITH ASTM TEST METHODS D1556, D2937,D2922, AND D3017.

5. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED ANDCOMPACTED TO 90% RELATIVE DENSITY.

6. ANY EXISTING IRRIGATION LINES SHALL BE REMOVED ORCAPPED AT LIMITS OF DEMOLITION AND BACKFILLED PERDIRECTION OF THE OWNER'S REPRESENTATIVE.

7. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THESITE GEOTECHNICAL ENGINEER PER THE GRADING CODE.

8. THE GEOTECHNICAL ENGINEER AND ENGINEERING GEOLOGISTSHALL PERFORM SUFFICIENT TESTS AND INSPECTIONS AND BEAVAILABLE DURING GRADING AND CONSTRUCTION TO VERIFYCOMPLIANCE WITH THE PLANS, POLITICIZATIONS, AND CODEWITHIN THEIR PURVIEW. ENGINEERED FILL SHALL BE TESTED FORSTRUCTURAL CAPACITY.

9. THE PERMITTEE SHALL COMPLY WITH THE GRADING CODEREQUIREMENTS WHEN AN EXCESS OF 5,000 CUBIC YARDS OFEARTH IS MOVED ON PUBLIC ROADWAYS FROM THE SITE OFEARTH GRADING OPERATION.

GRADING NOTES:

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE PLANS THOROUGHLY PRIOR TO MOBILIZATIONS. IT IS ALSO THE GRADINGCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL OF RECORD IF ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THEEARTHWORK.

2. THE EXISTING TOPOGRAPHY SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BEPRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANYSPECIFIC AREAS, ANY DEVIATION SO DETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES.

3. THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROMWITHIN HIS BID, AND NO ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER.

4. OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN HIS BID. THECONTRACTOR SHALL HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM THE ACTIONSENROUTE OR AWAY FROM THE SITE.

5. ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

EARTHWORK NOTES TO CONTRACTOR:*

REMOVE ALL EXISTING BOLLARDS WITHIN DEMOLITION BOUNDARY

REMOVE EXISTING MANHOLE

REMOVE ALL EXISTING C.L. FENCING WITHIN DEMOLITION BOUNDARY

REMOVE EXISTING ELECTRICAL EQUIPMENT

3/25/2016 100% CD SUBMITTAL


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1. IF CONNECTION OF EXISTING SEWER SERVICING BLDG "L" TOPROPOSED SEWER ALONG EAST SIDE OF BLDG "U" HAS NOTBEEN ESTABLISHED, CONTRACTOR IS TO PROTECT IN PLACE THEEXISTING SEWER MAIN WITHIN BUILDING 'U' DURINGDEMOLITION OF BUILDING 'U' UNTIL SUCH TIME THAT ALL SEWERLATERALS EASTERLY OF BUILDING 'U' HAVE BEEN CONNECTEDTO THE PROPOSED SEWER SYSTEM OF THE "QUAD /INFRASTRUCTURE RENOVATION" PROJECT. IF CONFLICTSOCCUR DURING DEMOLITION, CONTRACTOR IS TO REROUTEEXISTING SEWER AS REQUIRED.

* SEWER DEMOLITION NOTES:

REMOVE/DEMO EXISTING SHED IN ITS ENTIRETY INCLUDING FOOTINGS, GRADE BEAMS, AND CAPS ASNOTED ON ARCHITECTURAL PLANS. LEVEL AND COMPACT BUILDING REMOVAL AREA.


PROTECTION NOTES

PROTECT IN PLACE EXISTING FIRE HYDRANT

PROTECT IN PLACE UNTIL NEW CONNECTION CAN BE ESTABLISHED

PROTECT AREA DRAIN

PROTECT MANHOLE

PROTECT ELECTRICAL VAULT

PROTECT PCC SIDEWALK IN PLACE AND REPLACE IF DAMAGED

PROTECT IN PLACE EXISTING STORM DRAIN

PROTECT IN PLACE EXISTING SEAT WALLS AND ASSOCIATED LANDSCAPING AND HARDSCAPING

PROTECT EXISTING MONUMENT

PROTECT EXISTING TREE

REMOVE ALL ELEVATORS IN THEIR ENTIRETY INCLUDING ELEVATOR PITS AND THEIR FOOTINGS

7/20/2017 ADDENDUM NO. 2

JOHNSON CENTER

BUILDING 'U'

EXISTING

BLDG. 'T'

BLDG. 'R'

BLDG. 'L'

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AGGREGATE SIZE BETWEEN 3/4"-1" GRAVEL.

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Project Number


JOHNSON STUDENT CENTERDEMOLITION1530 West 17th Street, Santa Ana, CA 92706


SCALE 1" = 20'-0" 1

A Division of David Evans and Associates, Inc.

1

2

3

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INSTALL GRAVEL BAG DRAINAGE INLET PROTECTION PER CASQA BMP SE-10

EROSION CONTROL NOTES

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EROSION CONTROL

& GRADING PLAN

C2.00

EROSION CONTROL PLAN

INLET GRAVELBAGGING (ELEVATION)

CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON

INSTALL GRAVEL BAGS; 2 HIGH MINIMUM

INSTALL TEMPORARY GEI WORKS STORM DRAIN COVER OR CURB INLETFILTER (OR EQUAL) FOR SEDIMENT CONTROL PER MANUFACTURER'SSTANDARDS.

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2'-10"

EROSION CONTROL

LIMITS AT

CONSTRUCTION

FENCE

EROSION CONTROL LIMITS

AT CONSTRUCTION FENCE







BLDG. 'T'

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BLDG. 'L'

BLDG. 'J'

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GRAVEL BAG CHECK DAM

1

PERMANENT DRAINAGE INLET

09/05/2018 BID SET

B14

U

2%MAX

0.5%

0.5%

GB

1%

2%

0.5%

GB

FS 101.1

FS 100.8

FS 100.9

FS 100.6FS 100.9

FS 101.0

HP/FS 100.9

FS 101.0

FS 100.8

FS 100.47

FS 100.77FS 100.89

FS 100.6

FS 100.65

FS 100.82

FL 100.65

CONC.

CONC.

CONC.

105

309

23261.01

63518.03

99.68

309

23261.01

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99.68

ASPH.

TREES

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DEMOLITION GENERAL NOTES

1. CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL COMPLY WITH CFC CHAPTER 14 "FIRE SAFETYDURING CONSTRUCTION AND DEMOLITION" COMPLIANCE WITH NFPA 241 IS REQUIRED AS REFERENCEDIN CHAPTER 14.

CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL COMPLY WITH CBC CHAPTER 33 "SAFEGUARDSDURING CONSTRUCTION".

2. THE EXISTING JOHNSON STUDENT CENTER BUILDING IS TO BE DEMOLISHED IN ITS ENTIRETY - REFER TO CIVIL,

PLUMBING AND ELECTRICAL DRAWINGS FOR DEMOLITION SITE PLANS. DEMOLISH EXISTING BUILDINGFOUNDATIONS BELOW GRADE AND CAP ALL EXISTING UTILITY LINES U.O.N. OUTSIDE OF THE NEW SITE SCOPEOF WORK LINE, UNLESS NOTED OTHERWISE.

3. GENERAL CONTRACTOR IS REQUIRED TO REVIEW AND COMPLY WITH 'ASBESTOS AND LEAD PAINT

SURVEY' REPORT (PROVIDED IN BID DOCUMENTS) FOR THE EXISTING JOHNSON STUDENT CENTER BUILDING.THE INSPECTOR AND SCHOOL DISTRICT SHALL BE NOTIFIED WHEN ABATEMENT BEGINS AND ENDS.

4. PATCH, REPAIR, REPAVE AND REPLANT EXISTING HARDSCAPE AND LANDSCAPE AS NEEDED AT SITEPERIMETER AREAS WHERE DEMOLITION WORK AFFECTS THE EXISTING SITE CONDITION OUTSIDE OF THE LIMIT

OF WORK LINE.

5. DEMOLITION WORK SHOWN ON THE DRAWINGS IS DIAGRAMMATIC (DEMO WORK IS ANYTHING WITHIN

THE TEMPORARY FENCE SHOWN U.O.N.). ALL SITUATIONS MAY NOT BE SHOWN. FOR BIDDING PURPOSESREFER TO EXISTING BUILDING PLANS AS INCLUDED AS REFERENCE ONLY. DEMOLITION WORK SHALL INCLUDE

DEMOLITION OF EXISTING STRUCTURES AS NOTED WITHIN THE CONSTRUCTION DOCUMENTS AS WELL AS THEDEMOLITION WORK REQUIRED TO PROVIDE A CLEAN LAY-DOWN AREA, FREE OF ANY BUILDINGS,HARDSCAPE, LANDSCAPE AND ANY/ALL UTILITIES AS NOTED TO BE DEMOED.

6. A REPRESENTATIVE OF RANCHO SANTIAGO COMMUNITY COLLEGE DISTRICT SHALL REVIEW ALL ITEMS

REMOVED AND SELECT WHICH ITEMS ARE TO BE RETURNED TO THE DISTRICT. ALL REMAINING ITEMS SHALLBE DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE. REMOVE AND DELIVER TO CLIENT ALL CAMERAS,WAPs, AND NETWORK GEAR.

7. ITEMS WHICH ARE KNOWN TO BE A PART OF THE DEMOLITION SCOPE OF WORK MAY HAVE BEENREMOVED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALLGIVE CREDIT TO RANCHO

SANTIAGO COMMUNITY COLLEGE DISTRICT FOR THE REMOVAL COST OF SUCH ITEMS.

8. THE COLLEGE OR THE COLLEGE'S REPRESENTING CONTRACTOR SHALL FOLLOW THE PROCEDURES ANDREGULATIONS SET FORTH BY C.F.C. SECTION 8707 CONCERNING ASBESTOS REMOVAL.

EXCAVATION OR FILLS FOR BUILDINGS OR STRUCTURES SHALL BE SO CONSTRUCTED OR PROTECTED THAT THEYDO NOT ENDANGER LIFE OR PROPERTY. SLOPES FOR PERMANENT FILLS SHALL BE NOT BE STEEPER THAN 1

UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOTBE STEEPER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE) UNLESS SUBSTANTIATING DATA JUSTIFYSTEEPER CUT SLOPES ARE SUBMITTED.

CBC SECTION 3304

9. EXISTING FOOTINGS OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY EXCAVATION SHALL BEUNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTEDAGAINST LATERAL MOVEMENT.

CBC SECTION 3304.1.2

10. THE REQUIREMENTS FOR PROTECTION OF ADJACENT PROPERTY AND DEPTH TO WHICH PROTECTION ISREQUIRED SHALL BE AS DEFINED IN SEC. 832, CIVIL CODE. CBC SECTION 3307

11. THE WORK OF DEMOLISHING ANY BUILDING SHALL NOT BE COMMENCED UNTIL THE REQUIREDPEDESTRIAN PROTECTION STRUCTURES ARE IN PLACE. CBC SECTION 3303.2

12. APPROVAL OF THE SAFETY PRECAUTIONS REQUIRED FOR BUILDINGS BEING CONSTRUCTED, ALTERED ORDEMOLISHED MAY BE REQUIRED BY THE FIRE MARSHAL IN ADDITION TO OTHER APPROVALS REQUIRED FOR

SPECIFIC OPERATIONS OR PROCESSES ASSOCIATED WITH SUCH CONSTRUCTION, ALTERATION ORDEMOLITION. C.F.C. SEC. 33.

13. A SUITABLE FIRE HOSE, SHALL BE MAINTAINED AT THE DEMOLITION SITE. SUCH HOSE SHALL BECONNECTED TO AN APPROVED SOURCE OF WATER (NEAREST FIRE HYDRANT) AND SHALL NOT IMPEDE

FIRE DEPARTMENT USE OF HYDRANTS. C.F.C. CHAPTER 35, 3504.2. CONTRACTOR TO COORDINATE ANDPROCURE WATER METER, AND UPON COMPLETION OF WORK OWNER TO COMPENSATE FOR WATERUSAGE.

14. DEMOLITION OPERATIONS INVOLVING CUTTING AND WELDING SHALL BE IN ACCORDANCE WITH

SECTION C.F.C. CHAPTER 35.

15. COMBUSTIBLE WASTE MATERIAL, TRASH, AND RUBBISH SHALL NOT BE ACCUMULATED. SUCH MATERIAL

SHALL BE REMOVED FROM THE SITE AS OFTEN AS NECESSARY TO MINIMIZE THE HAZARDS THEREFROM."COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL NOT BE DISPOSED OF BY BURNING ON THE SITE

UNLESS APPROVED." C.F.C. SEC. 1404.

16. PROVIDE A QUALIFIED PERSONNEL WHILE BUILDING IS BEING DEMOLISHED WHICH IS HAZARDOUS IN

NATURE, QUALIFIED PERSONNEL SHALL BE PROVIDED TO SERVE AS AN ON-SITE FIRE WATCH. THE SOLE DUTYOF FIRE WATCH PERSONNEL SHALL BE TO WATCH FOR THE OCCURRENCE OF FIRE. C.F.C. CHAPTER 33 AND

35.

17. EGRESS ROUTES SHALL BE MAINTAINED. WHERE FIRE RESISTIVE CONSTRUCTION TEMPORARY

EQUIVALENT PROVISIONS ARE REQUIRED. C.F.C. CHAPTER 33, SEC. 3311

1. REFER TO CIVIL DRAWINGS FOR GRADING AND SITE UTILITIES INFORMATION.

2. CONTRACTOR IS TO PROVIDE TEMPORARY PEDESTRIAN PROTECTION.

3. CONTRACTOR IS TO PROVIDE TEMPORARY CONSTRUCTION GATES AT ALLENTRANCES TO THE PROJECT.

4. REFER TO PLUMBING AND ELECTRICAL SITE PLANS FOR ADDITIONAL SITE UTILITIESWORK.

5. ALL ITEMS SHOWN OR NOTED ARE EXISTING, UNLESS INDICATED OTHERWISE ASNEW.

6. PROVIDE TEMPORARY 6' HIGH CHAIN LINK FENCE ENCLOSURE W/ LOCKABLEGATES AS REQUIRED FOR CONSTRUCTION ACCESS AT CONTRACTORS STAGING AREAAND AROUND ALL CONSTRUCTION SITES AS DICTATED BY THE PHASING SCHEDULE.

7. WHERE REMOVAL OF CONCRETE WALKS, MOWSTRIPS, CURB, AND GUTTERS ISREQUIRED TO INSTALL UNDERGROUND UTILITIES, REMOVE THE CONCRETE WORK TONEAREST EXPANSION OR CONTROL JOINT (SAWCUT ONLY IF REQUIRED). MOWSTRIPS,CURBS, AND GUTTERS MAY BE REMOVED IN MINIMUM LENGTHS OF 6'-0" IF DISTANCEBETWEEN EXISTING JOINTS IS 1'-0" OR MORE. REPLACE REMOVED WORK W/REINFORCED CONCRETE TO MATCH EXISTING WORK IN PROFILE, JOINT LAYOUT, ANDFINISH.

8. COORDINATE THE REMOVAL, RELOCATION, OR MODIFICATION OF EXISTINGIRRIGATION LINES WITH DISTRICT PRIOR TO ANY TRENCHING, CLEARING ANDGRUBBING, OR OTHER SITE EXCAVATION REQUIRED.

9. REPAIR EXISTING IRRIGATION SYSTEMS DAMAGED DURING THE EXECUTION OF THISCONTRACT. REPLACE PLANT MATERIALS DAMAGED OR DECLINING IN HEALTH,SUFFERING DIEBACK THAT HAVE LOST FORM AND SIZE OR THAT DIE DURING THEDEMOLITION PERIOD WITH THE SAME SPECIES OR EQUAL OR GREATER VALUE.

10. REPAIR ASPHALT OR CONCRETE PARKING LOTS, SPEED BUMPS, AND PAINTEDCROSSWALKS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO ORIGINAL ORBETTER CONDITION. REPAIR CROSSWALK AND SPEED BUMP STRIPING THEIR FULLLENGTHS ACROSS ROADWAYS.

11. PROTECT AND SAFEGUARD FROM DAMAGE ALL EXISTING FINISHES AND WORK TOREMAIN.

12. WHERE EXISTING UTILITIES ARE INDICATED IN THE GENERAL VICINITY OF WORK,VERIFY THE EXACT LOCATION BY POTHOLE METAL DETECTION OR ELECTRICALCURRENT DETECTION PRIOR TO START OF WORK. SEE CIVIL, PLUMBING, ANDELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

13. DETERMINE AND COORDINATE ACTUAL LOCATION OF ASPHALT AND CONCRETEPAVING REMOVAL OR TUNNELING REQUIRED WITH THE FINAL APPROVED ROUTING OFNEW UNDERGROUND UTILITIES. DEVIATIONS WILL RESULT IN NO ADDITIONALEXPENSE TO THE OWNER.

GENERAL NOTES

LEGEND - DEMOLITION SITE PLAN

LIMIT OF WORK LINE

8'-0" HIGH CONSTRUCTION CHAINLINK FENCE AND GATES,REFER TO PLANS AND SPECIFICATIONS

PATH OF TRAVEL

EXISTING HARDSCAPE CONCRETE, BASE ROCK, AND REBAR TO BE REMOVED. EXISTINGLANDSCAPE / IRRIGATION TO BE REMOVED IN ITS ENTIRETY. ANY / ALL SITE WALLS ANDTHEIR FOOTINGS TO BE REMOVED IN THEIR ENTIRETY. SEPARATE DEMOLISHED MATERIAL PER

LEED GREEN BUILDING RATING SYSTEM WASTE MANAGEMENT. BASE ROCK UNDERCONCRETE CAN BE REUSED AS GENERAL FILL IF APPROVED BY SOILS ENGINEER. ALLEDGES TO BE SAWCUT WITH A CLEAN EDGE, OR JOINT TO JOINT, PANEL TO PANEL. FOR

BID PURPOSES, CONTRACTOR SHALL ASSUME 6" OF CONCRETE OVER 6" OF BASECONCRETE AT HARDSCAPE/SIDEWALK.

REMOVE ALL TREES, SHRUBS, AND GRASS INCLUDING ALL ROOT MASS UNLESS OTHERWISESPECIFIED. COORDINATE WITH DISTRICT REPRESENTATIVE PRIOR TO REMOVING ANY TREES

AND ANY IRRIGATION CONTROLS, VALVES, SENSORS, ETC.

EXISTING BUILDING TO BE DEMOLISHED (REMOVED) IN ITS ENTIRETY. REMOVE/DEMOEXISTING SLAB ON GRADE (SOG) IN ITS ENTIRETY. CUT/SHEAR STEEL REINFORCEMENTTO TOP OF EXISTING CAPS/PILES & GRADE BEAMS TO REMAIN. PROVIDE

ENGINEERED FILL AS REQUIRED, REFER TO CIVIL DRAWINGS. REFER TO CIVIL,PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.SEPARATE DEMOLISHED MATERIAL PER LEED GREEN BUILDING RATING SYSTEM WASTE

MANAGEMENT.


LIMIT OF WORK

(E) JOHNSON STUDENT

CENTER BUILDING "U"

TO BE DEMOLISHED

24' - 0"

20

'-0

"

8'-0" HIGH CHAINLINK FENCE TO BEALIGNED WITH THE BACK SIDE OF (E)SIDEWALK

BUILDINGEGRESSFOR BLDG. "J"

CHAINLINK FENCE, ALIGN W/ (E) CONTROLJOINT OR ALONG (E) SITE WALLS TO BEDEMOLISHED WHERE APPLICABLE

(E) BLDG 'J'

(E) BLDG 'L'

(E) BLDG 'R'(E) BLDG 'T'(E) BLDG 'W'

(E) BLDG 'E'

(E) BLDG

(E) BLDG 'VL'

(E) MCHS

BLDG

LIM

IT O

F W

OR

K

LIMIT OF WORK

LIM

IT O

F W

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K

4'-0" WIDECHAINLINK GATE

LIM

IT O

F W

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K

CHAINLINK FENCE,SEE DETAIL

ALIGN

ALI

GN

ALIGN

LIM

IT O

F W

OR

K

LIMIT OF WORK

24'-0" WIDE CHAINLINK GATE

(E) BLDG 'Z'

ALIGN

SITEWORK OUTSIDE LIMIT OF WORK LINE TO BECOMPLETED UNDER THE QUAD & SITEINFRASTRUCTURE RENOVATION PROJECT DSA A #

04-113798

SITEWORK OUTSIDE LIMIT OF WORK LINETO BE COMPLETED UNDER THE QUAD &SITE INFRASTRUCTURE RENOVATION

PROJECT DSA A #04-113798(E) SIDEWALK TO REMAIN

(E) SIDEW

ALK TO

REMA

IN

DEMO EXISTING COMMUNICATION VAULT ANDALL LOW VOLTAGE UNDERGROUND LINES.

DEMO EXISTINGELECTRICAL VAULTAND ALL

UNDERGROUNDPOWER LINES.

EXISTING FOOTING/FOUNDATION OF STAIR IS TOBE DEMOED IN ITS ENTIRETY

SITE WALL &LANDSCAPING TO BEREMOVED.

LIM

IT O

F W

OR

K

LIM

IT O

F W

OR

K

PROTECT IN PLACE EXISTING MEMORIALSIGNAGE

/10 A0.02FOR CONTINUATION SEE

COORDINATE REMOVAL OF FENCE AT ENDOF PROJECT WITH OWNER.

MATCHLINEMATCHLINE

6'-0" HIGH PANELIZED CHAINLINKFENCING W/ VISION SCREEN.

REMOVE/DEMO SHED.

DEMO EXISTING STAIRS ANDFOOTINGS IN THEIR ENTIRETY

CHAINLINK FENCE, ALIGN W/ (E) CONTROLJOINT OR ALONG (E) SITE WALLS TO BEDEMOLISHED WHERE APPLICABLE


SHEET NUMBER

SHEET TITLE

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND

COPYRIGHT OF THE ARCHITECT AND SHALL NOT BE USED ON ANY

OTHER PROJECT OR LOCATIONS EXCEPT AS DESCRIBED ON THE

DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH THE ARCHITECT.


CHECKED BY


DRAWN BY

SEALS / APPROVALS

CONSULTANTS

PROJECT TITLE

DATE DESCRIPTION#

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M

SITE DEMOLITION PLAN- BUILDING AREA

A0.01

Project Number


JOHNSON STUDENT CENTERBUILDING DEMOLITION1530 West 17th Street, Santa Ana, CA 92706


N

SCALE

1" = 20'-0"1SITE DEMOLITION PLAN - BUILDING AREA

DENOTES EXISTING AC PAVEMENT TO BE PROTECTED IN PLACE FROM DAMAGE,U.N.O.

09/05/2018 BID SET

B12

B13

B14

B

B

BHUMAN DEVELOPMENTSTUDENT RESOURCE C

LF

100

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DEMOLITION GENERAL NOTES1. CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL COMPLY WITH CFC CHAPTER 14 "FIRE SAFETYDURING CONSTRUCTION AND DEMOLITION" COMPLIANCE WITH NFPA 241 IS REQUIRED AS REFERENCEDIN CHAPTER 14.

CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL COMPLY WITH CBC CHAPTER 33 "SAFEGUARDSDURING CONSTRUCTION".

2. THE EXISTING JOHNSON STUDENT CENTER BUILDING IS TO BE DEMOLISHED IN ITS ENTIRETY - REFER TO CIVIL,PLUMBING AND ELECTRICAL DRAWINGS FOR DEMOLITION SITE PLANS. DEMOLISH EXISTING BUILDINGFOUNDATIONS BELOW GRADE AND CAP ALL EXISTING UTILITY LINES U.O.N. OUTSIDE OF THE NEW SITE SCOPEOF WORK LINE, UNLESS NOTED OTHERWISE.

3. GENERAL CONTRACTOR IS REQUIRED TO REVIEW AND COMPLY WITH 'ASBESTOS AND LEAD PAINTSURVEY' REPORT (PROVIDED IN BID DOCUMENTS) FOR THE EXISTING JOHNSON STUDENT CENTER BUILDING.THE INSPECTOR AND SCHOOL DISTRICT SHALL BE NOTIFIED WHEN ABATEMENT BEGINS AND ENDS.

4. PATCH, REPAIR, REPAVE AND REPLANT EXISTING HARDSCAPE AND LANDSCAPE AS NEEDED AT SITEPERIMETER AREAS WHERE DEMOLITION WORK AFFECTS THE EXISTING SITE CONDITION OUTSIDE OF THE LIMITOF WORK LINE.

5. DEMOLITION WORK SHOWN ON THE DRAWINGS IS DIAGRAMMATIC (DEMO WORK IS ANYTHING WITHINTHE TEMPORARY FENCE SHOWN U.O.N.). ALL SITUATIONS MAY NOT BE SHOWN. FOR BIDDING PURPOSESREFER TO EXISTING BUILDING PLANS AS INCLUDED AS REFERENCE ONLY. DEMOLITION WORK SHALL INCLUDEDEMOLITION OF EXISTING STRUCTURES AS NOTED WITHIN THE CONSTRUCTION DOCUMENTS AS WELL AS THEDEMOLITION WORK REQUIRED TO PROVIDE A CLEAN LAY-DOWN AREA, FREE OF ANY BUILDINGS,HARDSCAPE, LANDSCAPE AND ANY/ALL UTILITIES AS NOTED TO BE DEMOED.

6. A REPRESENTATIVE OF RANCHO SANTIAGO COMMUNITY COLLEGE DISTRICT SHALL REVIEW ALL ITEMSREMOVED AND SELECT WHICH ITEMS ARE TO BE RETURNED TO THE DISTRICT. ALL REMAINING ITEMS SHALLBE DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE. REMOVE AND DELIVER TO CLIENT ALL CAMERAS,WAPs, AND NETWORK GEAR.

7. ITEMS WHICH ARE KNOWN TO BE A PART OF THE DEMOLITION SCOPE OF WORK MAY HAVE BEENREMOVED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALLGIVE CREDIT TO RANCHOSANTIAGO COMMUNITY COLLEGE DISTRICT FOR THE REMOVAL COST OF SUCH ITEMS.

8. THE COLLEGE OR THE COLLEGE'S REPRESENTING CONTRACTOR SHALL FOLLOW THE PROCEDURES ANDREGULATIONS SET FORTH BY C.F.C. SECTION 8707 CONCERNING ASBESTOS REMOVAL.

EXCAVATION OR FILLS FOR BUILDINGS OR STRUCTURES SHALL BE SO CONSTRUCTED OR PROTECTED THAT THEYDO NOT ENDANGER LIFE OR PROPERTY. SLOPES FOR PERMANENT FILLS SHALL BE NOT BE STEEPER THAN 1UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOTBE STEEPER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE) UNLESS SUBSTANTIATING DATA JUSTIFYSTEEPER CUT SLOPES ARE SUBMITTED.CBC SECTION 3304

9. EXISTING FOOTINGS OR FOUNDATIONS WHICH MAY BE AFFECTED BY ANY EXCAVATION SHALL BEUNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTEDAGAINST LATERAL MOVEMENT.CBC SECTION 3304.1.2

10. THE REQUIREMENTS FOR PROTECTION OF ADJACENT PROPERTY AND DEPTH TO WHICH PROTECTION ISREQUIRED SHALL BE AS DEFINED IN SEC. 832, CIVIL CODE. CBC SECTION 3307

11. THE WORK OF DEMOLISHING ANY BUILDING SHALL NOT BE COMMENCED UNTIL THE REQUIREDPEDESTRIAN PROTECTION STRUCTURES ARE IN PLACE. CBC SECTION 3303.2

12. APPROVAL OF THE SAFETY PRECAUTIONS REQUIRED FOR BUILDINGS BEING CONSTRUCTED, ALTERED ORDEMOLISHED MAY BE REQUIRED BY THE FIRE MARSHAL IN ADDITION TO OTHER APPROVALS REQUIRED FORSPECIFIC OPERATIONS OR PROCESSES ASSOCIATED WITH SUCH CONSTRUCTION, ALTERATION ORDEMOLITION. C.F.C. SEC. 33.

13. A SUITABLE FIRE HOSE, SHALL BE MAINTAINED AT THE DEMOLITION SITE. SUCH HOSE SHALL BECONNECTED TO AN APPROVED SOURCE OF WATER (NEAREST FIRE HYDRANT) AND SHALL NOT IMPEDEFIRE DEPARTMENT USE OF HYDRANTS. C.F.C. CHAPTER 35, 3504.2. CONTRACTOR TO COORDINATE ANDPROCURE WATER METER, AND UPON COMPLETION OF WORK OWNER TO COMPENSATE FOR WATERUSAGE.

14. DEMOLITION OPERATIONS INVOLVING CUTTING AND WELDING SHALL BE IN ACCORDANCE WITHSECTION C.F.C. CHAPTER 35.

15. COMBUSTIBLE WASTE MATERIAL, TRASH, AND RUBBISH SHALL NOT BE ACCUMULATED. SUCH MATERIALSHALL BE REMOVED FROM THE SITE AS OFTEN AS NECESSARY TO MINIMIZE THE HAZARDS THEREFROM."COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL NOT BE DISPOSED OF BY BURNING ON THE SITEUNLESS APPROVED." C.F.C. SEC. 1404.

16. PROVIDE A QUALIFIED PERSONNEL WHILE BUILDING IS BEING DEMOLISHED WHICH IS HAZARDOUS INNATURE, QUALIFIED PERSONNEL SHALL BE PROVIDED TO SERVE AS AN ON-SITE FIRE WATCH. THE SOLE DUTYOF FIRE WATCH PERSONNEL SHALL BE TO WATCH FOR THE OCCURRENCE OF FIRE. C.F.C. CHAPTER 33 AND35.

17. EGRESS ROUTES SHALL BE MAINTAINED. WHERE FIRE RESISTIVE CONSTRUCTION TEMPORARYEQUIVALENT PROVISIONS ARE REQUIRED. C.F.C. CHAPTER 33, SEC. 3311

1. REFER TO CIVIL DRAWINGS FOR GRADING AND SITE UTILITIES INFORMATION.

2. CONTRACTOR IS TO PROVIDE TEMPORARY PEDESTRIAN PROTECTION.

3. CONTRACTOR IS TO PROVIDE TEMPORARY CONSTRUCTION GATES AT ALLENTRANCES TO THE PROJECT.

4. REFER TO PLUMBING AND ELECTRICAL SITE PLANS FOR ADDITIONAL SITE UTILITIESWORK.

5. ALL ITEMS SHOWN OR NOTED ARE EXISTING, UNLESS INDICATED OTHERWISE ASNEW.

6. PROVIDE TEMPORARY 6' HIGH CHAIN LINK FENCE ENCLOSURE W/ LOCKABLEGATES AS REQUIRED FOR CONSTRUCTION ACCESS AT CONTRACTORS STAGING AREAAND AROUND ALL CONSTRUCTION SITES AS DICTATED BY THE PHASING SCHEDULE.

7. WHERE REMOVAL OF CONCRETE WALKS, MOWSTRIPS, CURB, AND GUTTERS ISREQUIRED TO INSTALL UNDERGROUND UTILITIES, REMOVE THE CONCRETE WORK TONEAREST EXPANSION OR CONTROL JOINT (SAWCUT ONLY IF REQUIRED). MOWSTRIPS,CURBS, AND GUTTERS MAY BE REMOVED IN MINIMUM LENGTHS OF 6'-0" IF DISTANCEBETWEEN EXISTING JOINTS IS 1'-0" OR MORE. REPLACE REMOVED WORK W/REINFORCED CONCRETE TO MATCH EXISTING WORK IN PROFILE, JOINT LAYOUT, ANDFINISH.

8. COORDINATE THE REMOVAL, RELOCATION, OR MODIFICATION OF EXISTINGIRRIGATION LINES WITH DISTRICT PRIOR TO ANY TRENCHING, CLEARING ANDGRUBBING, OR OTHER SITE EXCAVATION REQUIRED.

9. REPAIR EXISTING IRRIGATION SYSTEMS DAMAGED DURING THE EXECUTION OF THISCONTRACT. REPLACE PLANT MATERIALS DAMAGED OR DECLINING IN HEALTH,SUFFERING DIEBACK THAT HAVE LOST FORM AND SIZE OR THAT DIE DURING THEDEMOLITION PERIOD WITH THE SAME SPECIES OR EQUAL OR GREATER VALUE.

10. REPAIR ASPHALT OR CONCRETE PARKING LOTS, SPEED BUMPS, AND PAINTEDCROSSWALKS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO ORIGINAL ORBETTER CONDITION. REPAIR CROSSWALK AND SPEED BUMP STRIPING THEIR FULLLENGTHS ACROSS ROADWAYS.

11. PROTECT AND SAFEGUARD FROM DAMAGE ALL EXISTING FINISHES AND WORK TOREMAIN.

12. WHERE EXISTING UTILITIES ARE INDICATED IN THE GENERAL VICINITY OF WORK,VERIFY THE EXACT LOCATION BY POTHOLE METAL DETECTION OR ELECTRICALCURRENT DETECTION PRIOR TO START OF WORK. SEE CIVIL, PLUMBING, ANDELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

13. DETERMINE AND COORDINATE ACTUAL LOCATION OF ASPHALT AND CONCRETEPAVING REMOVAL OR TUNNELING REQUIRED WITH THE FINAL APPROVED ROUTING OFNEW UNDERGROUND UTILITIES. DEVIATIONS WILL RESULT IN NO ADDITIONALEXPENSE TO THE OWNER.

GENERAL NOTES

LEGEND - DEMOLITION SITE PLAN

LIMIT OF WORK LINE


PATH OF TRAVEL

EXISTING HARDSCAPE CONCRETE, BASE ROCK, AND REBAR TO BE REMOVED. EXISTINGLANDSCAPE / IRRIGATION TO BE REMOVED IN ITS ENTIRETY. ANY / ALL SITE WALLS ANDTHEIR FOOTINGS TO BE REMOVED IN THEIR ENTIRETY. SEPARATE DEMOLISHED MATERIAL PERLEED GREEN BUILDING RATING SYSTEM WASTE MANAGEMENT. BASE ROCK UNDERCONCRETE CAN BE REUSED AS GENERAL FILL IF APPROVED BY SOILS ENGINEER. ALLEDGES TO BE SAWCUT WITH A CLEAN EDGE, OR JOINT TO JOINT, PANEL TO PANEL. FORBID PURPOSES, CONTRACTOR SHALL ASSUME 6" OF CONCRETE OVER 6" OF BASECONCRETE AT HARDSCAPE/SIDEWALK.

REMOVE ALL TREES, SHRUBS, AND GRASS INCLUDING ALL ROOT MASS UNLESS OTHERWISESPECIFIED. COORDINATE WITH DISTRICT REPRESENTATIVE PRIOR TO REMOVING ANY TREESAND ANY IRRIGATION CONTROLS, VALVES, SENSORS, ETC.

EXISTING BUILDING TO BE DEMOLISHED (REMOVED) IN ITS ENTIRETY. REMOVE/DEMOEXISTING SLAB ON GRADE (SOG) IN ITS ENTIRETY. CUT/SHEAR STEEL REINFORCEMENTTO TOP OF EXISTING CAPS/PILES & GRADE BEAMS TO REMAIN. PROVIDEENGINEERED FILL AS REQUIRED, REFER TO CIVIL DRAWINGS. REFER TO CIVIL,PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.SEPARATE DEMOLISHED MATERIAL PER LEED GREEN BUILDING RATING SYSTEM WASTEMANAGEMENT.

AREA HAS EXISTING SHALLOW UNDERGROUND UTILITIES, DEMO, CUT/CAP BACK TOBOUNDARY OF DEMO SITE U.O.N. DEMO ALL SITE WALLS IN THEIR ENTIRETY. PROTECTIN PLACE EXISTING COMM VAULT AND ITS UNDERGROUND LINES FROM DAMAGE.NO STAGING OF HEAVY DEMOLITION EQUIPMENT IN THIS AREA.

DENOTES EXISTING AC PAVEMENT TO BE PROTECTED IN PLACE FROM DAMAGE,U.N.O.


LIMIT

OF W

ORK

LIMIT

OF

WO

RK

EXISTING ONE-WAYROAD TO REMAIN

LIMIT OF WORK

LIMIT OF WORK

VERIFY (E) HYDRANT CAN REMAIN.

DEMO EXISTING CURB, CURB RAMP & PLANTER. CUT / CAP (E)IRRIGATION LINES AND PULL BACK TO YARD BOX, LABELACCORDINGLY. PROVIDE 4" TEMPORARY ASPHALT INFILL O/ 4"AGGREGATE O/ EXISTING GRADE @ 90% COMPACTION.

DEMO EXISTING CURB & PLANTER, REMOVE EXISTING TREESAND SIGNAGE. PROVIDE 4" TEMPORARY ASPHALT INFILL O/ 4"AGGREGATE O/ EXISTING GRADE @ 90% COMPACTION.

6'-0" HIGH STANDALONE, TEMPORARY, CHAINLINK FENCINGW/ VISION SCREEN. INSTALL ON AC PAVEMENT ALONGCURB / GUTTER. PROVIDE SAND BAGS TO SUPPORT LEGS.

EXISTING LIGHT STANDARD, PROTECT IN PLACE.

PROPOSED TWO-WAYSERVICE ROAD

EXISTING LIGHT STANDARD, PROTECT IN PLACE.

DEMO EXISTING CURB & PLANTER, REMOVE EXISTING TREESAND SIGNAGE. PROVIDE 4" TEMPORARY ASPHALT INFILL O/ 4"AGGREGATE O/ EXISTING GRADE @ 90% COMPACTION.

EXISTING HYDRANT , PROTECT IN PLACE FROM DAMAGE. PROVIDE[4] BOLLARDS AROUND PERIMETER. SURFACE MOUNTINSTALLATION OK.

/1 A0.01FOR CONTINUATION SEEPROTECT IN PLACE EXISTING SD GRATE AND MANHOLE. PROVIDESWPPP PROTECTION AS NECESSARY.

EXISTING ADA PARKING SIGNS / POLES, PROTECT IN PLACE.

EXISTING ADA PARKING SIGNS / POLES, PROTECT IN PLACE.

EXISTING PARKING SIGN / POLES, PROTECT IN PLACE.

EXISTING BOLLARDS TO REMAIN,PROTECT IN PLACE.



A0.0221

VERIFY

PROVIDE CONTINUATION OF TRAFFICGRADE PAVEMENT MARKINGS TOMATCH EXISTING MARKINGS.

DEMO BACK EXISTING HARDSCAPE TO ACCEPT NEW ACCESSIBLECURB RAMP.

RAMP

THE RAMP SHALL HAVE A 12" WIDE BORDER ATTHE LEVEL SURFACE AT THE TOP OF THE RAMP.GROOVES SHALL BE 1/4" APPROXIMATELY 3/4"O.C. SEE CIVIL DRAWINGS FOR ADD'L NOTES.

1' - 0"

1/4" 3/4"

1/4

"

COLD JOINT OR EXPANSIONJOINT AS REQUIRED

AT EXP. JOINT1/2" MAX.

TAPERED EDGEWHERE EXPOSED

B

SECTION B

PLAN A

1.67"

1.

67"

0.9"

0.45"

0.2

"

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

6' - 0"

6"5'

- 0"

6"

2% M

AX.

SLO

PEDN8.33% MAX.

SLOPE

EXISTING CONCRETE SIDEWALK

TOOLED WARNINGGROOVES, SEE DETAIL

PROVIDE 4" WIDE, WHITE STRIPINGPER CBC 1129B.3

ZERO CURB

PROVIDE DETECTABLEWARNING SURFACE, SEE DETAIL

NEW CONCRETE RAMP

/22 A0.02

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SITE DEMOLITION PLAN- SERVICE ROAD

A0.02

Project Number




N

SCALE 1" = 20'-0" 10SITE DEMOLITION PLAN - SERVICE ROAD

SCALE 3" = 1'-0" 23GROOVED BOARDER DETAIL

SCALE 3" = 1'-0" 22TRUNCATED DOME DETAIL

SCALE 1/4" = 1'-0" 21ENLARGED CURB RAMP

09/05/2018 BID SET

STUDENT ACTIVITY CENTER

BOOK STORE

STORAGE

STORAGE

STORAGE

STORAGE

SUPPLY

TREATMENT

ROOM

TREATMENT

ROOM

TREATMENT

ROOM

TREATMENT

ROOM

LOUNGE

OFFICE

OFFICE

HEALTH CENTER

ELEV.

EQP.

TEL.

MEN'S REST ROOM

WOMEN'S REST ROOM

TUTORIAL

OFFICE

OFFICE

WORKROOM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CLASS ROOM

CLASS ROOM

CUSTODIAL STOR. STOR.

MEN'S

RESTROOM

WOMEN'S

RESTROOM

PATIO

CUST.

STORAGE

LEARNING CENTER

ELEV.

EQP.

ELEV.

STORAGE

STORAGE

R.R.

R.R.

ELEV.

CUST.

ELEV.

EQUIPMENT YARD

RAMP

RAMP

ASB

CONF. RM

BOILER

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HOT

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PROJECT TITLE

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12/11/2017 Bid Submittal

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Project Number

BID PACKAGE



P2S Engineering, Inc.

5000 East Spring Street, 8th Floor

Long Beach, CA 90815-5218

T 562.497.2999 F 562.497.2990

www.p2seng.com

EFORPDE

RE

TSI

GE

R RE

ENI

GNE

LANOISS

C A L I F ORN

I AST

AT E

O F

No. M37387

M E C H A N I C A L

NA

TH

AN

I EL DOY L E BEHNI N

G


DATE ______________________________________________

AC _____________ FLS _____________ SS _____________

A# 0 4 -116810

DIV. OF THE STATE ARCHITECT

FILE:

SITE DEMOLITION PLAN

PD1.01

SCM

TC

0

NORTH

20

SCALE: 1" = 20'

NOTESEXISTING GAS PRESSURE REGULATOR AND RELATEDACCESSORIES TO BE REMOVED AND DISPOSED OF.

EXISTING GAS PIPING BELOW GRADE TO BE REMOVEDAND DISPOSED OF. PROVIDE AIR TIGHT CAP AT MAINBRANCH.

EXISTING GREASE INTERCEPTOR AND RELATEDACCESSORIES TO BE REMOVED AND DISPOSED OF.PROVIDE AIR TIGHT CAP AS INDICATED AT DEMOLITIONBOUNDARY.

LINE INDICATES BOUNDARY OF DEMOLITION WORK.

NOT USED.

EXISTING GAS MAIN BELOW GRADE SERVING MULTIPLEBLDGS. SHALL REMAIN AND BE PROTECTED IN PLACE.

1

2

3

4

5

6

GENERAL DEMOLITION NOTEPRIOR TO ANY DEMOLITION OF THE PLUMBING FIXTURES ORPIPING SYSTEMS, THE CONTRACTOR IS RESPONSIBLE FORREVIEWING ALL AS-BUILT DOCUMENTATION AVAILABLE FROMTHE COLLEGE, DOCUMENTATION INCLUDES BUT NOT LIMITEDTO C-BELOW AS-BUILTS & WESTBERGWHITE QUAD ANDINFRASTRUCTURE PLANS.

09/05/2018 BID SET

STUDENT ACTIVITY CENTER

BOOK STORE

STORAGE

STORAGE

STORAGE

STORAGE

SUPPLY

TREATMENT

ROOM

TREATMENT

ROOM

TREATMENT

ROOM

TREATMENT

ROOM

LOUNGE

OFFICE

OFFICE

HEALTH CENTER

ELEV.

EQP.

TEL.

MEN'S REST ROOM

WOMEN'S REST ROOM

TUTORIAL

OFFICE

OFFICE

WORKROOM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CLASS ROOM

CLASS ROOM

CUSTODIAL STOR. STOR.

MEN'S

RESTROOM

WOMEN'S

RESTROOM

PATIO

CUST.

STORAGE

LEARNING CENTER

ELEV.

EQP.

ELEV.

STORAGE

STORAGE

R.R.

R.R.

ELEV.

CUST.

ELEV.

EQUIPMENT YARD

RAMP

RAMP

ASB

CONF. RM

BOILER

COOLING

TOWER

HOT

WATER

HEATER

P2

P1

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CHECKED BY


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CONSULTANTS

PROJECT TITLE

DATE DESCRIPTION#

SUBMITTALS


12/11/2017 Bid Submittal

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Project Number

BID PACKAGE



P2S Engineering, Inc.

5000 East Spring Street, 8th Floor

Long Beach, CA 90815-5218

T 562.497.2999 F 562.497.2990

www.p2seng.com

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E L E C T R I C A L

No. E19817


DATE ______________________________________________

AC _____________ FLS _____________ SS _____________

A# 0 4 -116810

DIV. OF THE STATE ARCHITECT

FILE:

SITE DEMOLITION PLAN

ELECTRICAL

ED1.01

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20

SCALE: 1" = 20'

DEMOLITION NOTES1. WORK INCLUDED: ALL LABOR, MATERIAL, APPLIANCES, TOOLS, EQUIPMENT, FACILITIES,

TRANSPORTATION AND SERVICES NECESSARY AND INCIDENTAL TO PERFORMING ALL OPERATIONS INCONNECTION WITH THE DEMOLITION, DISPOSAL, TRANSPORTATION AND RECONNECTION OFEXISTING REMAINING EQUIPMENT/DEVICES. COMPLETE AS INDICATED IN THE CONTRACT DOCUMENTSAS SPECIFIED HEREIN.

2. THE FOLLOWING IS INTENDED TO COVER THE COMPLETE DEMOLITION, DISPOSAL, TRANSPORTATIONAND RECONNECTION OF EXISTING ELECTRICAL EQUIPMENT. THE OMISSION OF EXPRESSEDREFERENCE TO ANY ITEM OF LABOR OR MATERIAL FOR THE PROPER EXECUTION OF THE WORK INACCORDANCE WITH PRESENT PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROMPROVIDING SUCH ADDITIONAL LABOR AND MATERIALS.

3. REFER TO THE CONTRACT DOCUMENTS FOR ADDITIONAL DEMOLITION REQUIREMENTS WHICHAFFECT THE PROPER EXECUTION OF THIS WORK. DIAGRAMS AND SYMBOLS SHOWING ELECTRICALCONNECTIONS ARE DIAGRAMMATIC ONLY. WIRING DIAGRAMS DO NOT NECESSARILY SHOW THEEXACT PHYSICAL ARRANGEMENT OF THE EQUIPMENT.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND BECOME THOROUGHLY FAMILIARWITH ALL FEATURES OF THE BUILDING AND SITE WHICH MAY AFFECT THE PROPER PERFORMANCE OFTHIS WORK.

5. PORTIONS OF THESE PLANS HAVE BEEN DERIVED FROM INFORMATION TAKEN FROM ORIGINALELECTRICAL PLANS. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE FOR THEREMOVAL AND DISPOSAL OF ALL ELECTRICAL EQUIPMENT, LIGHTING FIXTURES, DEVICES, OUTLETBOXES, CONDUIT, WIRING, ETC. AS DEFINED HEREIN AND AS INDICATED ELSEWHERE IN THECONTRACT DOCUMENTS.

6. IT IS UNDERSTOOD AND AGREED THAT THIS CONTRACT DOES NOT CONTEMPLATE THE HANDLING OFASBESTOS, PCB OR ANY HAZARDOUS WASTE MATERIAL. IF ASBESTOS, PCB OR ANY HAZARDOUSWASTE MATERIAL IS ENCOUNTERED, NOTIFY THE ELECTRICAL ENGINEER IMMEDIATELY. DO NOTDISTURB, HANDLE OR ATTEMPT TO REMOVE.

7. THE SCOPE OF DEMOLITION WORK SHALL INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING:

A. SUBMIT PROPOSED OUTAGE SCHEDULE. PROVIDE A SEQUENCE OF DEMOLITION TO INSURETHE UNINTERRUPTED USE OF OCCUPIED PORTIONS OF THE FACILITY WHICH ARE TO REMAINOPERATIONAL DURING THE CONTRACT PERIOD.

B. SYSTEM OUTAGES SHALL BE PERMITTED ONLY AT TIMES APPROVED BY OWNER, IN WRITING.WORK WHICH COULD RESULT IN A ACCIDENTAL OUTAGE (BEYOND BRANCH CIRCUITS) SHALLBE PERFORMED WITH THE OWNER'S MAINTENANCE PERSONNEL ADVISED OF SUCH WORK.

1) COORDINATE WITH THE OWNER AND DESIGNATE A PORTION OF THE FACILITY FORSAFELY STORING ALL REMOVED AND SALVAGED MATERIALS.

C. ALL REMOVED MATERIALS AND EQUIPMENT WHICH IN THE OPINION OF THEOWNER/ARCHITECT ARE SALVAGEABLE, SHALL REMAIN THE PROPERTY OF THE OWNER.DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON PREMISES AS DIRECTED, NEATLYPILE OR STORE THEM AND PROTECT FROM DAMAGE. DO NOT REUSE MATERIALS ANDEQUIPMENT UNLESS SPECIFICALLY INDICATED ON PLANS OR SPECIFIED. REMOVE FROMPREMISES AND DISPOSE OF ALL MATERIALS CONSIDERED BY THE OWNER/ARCHITECT TO BESCRAP.

D. PERFORM CUTTING AND PATCHING OF THE CONSTRUCTION WORK WHICH MAY BE REQUIREDFOR THE PROPER DEMOLITION OF THE ELECTRICAL WORK. PATCHING SHALL BE OF THE SAMEMATERIAL, THICKNESS, WORKMANSHIP AND FINISH AS EXISTING AND ACCURATELY MATCHSURROUNDING WORK TO THE SATISFACTION OF THE OWNER. CUTTING OF STRUCTURALMEMBERS SHALL NOT BE DONE WITHOUT FIRST OBTAINING APPROVAL FROM THE OWNERAND/OR STRUCTURAL ENGINEER OF RECORD.

1) PATCHING OF OPENINGS IN RATED PARTITIONS, BARRIERS, FLOORS, CEILINGS,ETC.SHALL BE EXECUTED USING UL AND NEPA FIRE STOP MATERIAL EQUAL TO THE FIRERATINGS OF THE PENETRATED SURFACE.

2) WHERE MATERIALS AND EQUIPMENT HAVE BEEN REMOVED AND NOT REPLACED THEEXPOSED SURFACE SHALL BE PAINTED TO MATCH SURROUNDING SURFACE COLOR.

E. AS INDICATED, DISCONNECT AND REMOVE EXISTING ELECTRICAL EQUIPMENT, DISCONNECTSWITCHES, RECEPTACLES, MOUNTING HARDWARE AND ASSOCIATED RACEWAYS,CONDUCTORS AND OUTLET BOXES. WHERE OUTLET BOXES ARE FLUSH AND CONDUITS ARECONCEALED IN EXISTING REMAINING WALLS, REMOVE WIRING AND ABANDON CONDUIT INPLACE.

F. EXCEPT AS NOTED OTHERWISE DISCONNECT AND REMOVE EXISTING FIRE ALARM SYSTEMEQUIPMENT, DEVICES, MOUNTING HARDWARE AND ASSOCIATED RACEWAYS, CONDUCTORSAND OUTLET BOXES. WHERE OUTLET BOXES ARE FLUSH AND CONDUITS ARE CONCEALED INEXISTING REMAINING WALLS, REMOVE WIRING AND ABANDON CONDUITS IN PLACE.

G. WHERE INDICATED BY THE DRAWINGS REMOVE EXISTING ELECTRICAL DISTRIBUTIONEQUIPMENT INCLUDING SWITCHBOARDS, DISTRIBUTION BOARDS, PANELBOARDS, MOTORCONTROL CENTERS, TRANSFORMERS, LOAD CENTERS, ETC. MODIFICATIONS TO THE MAINSWITCHBOARD SHALL NOT TAKE PLACE UNTIL THE SERVING UTILITY POWER COMPANY ISNOTIFIED. COMPLY WITH ALL POWER OUTAGE RESTRICTIONS INDICATED ELSEWHERE IN THECONTRACT DOCUMENTS.

H. EXCEPT AS NOTED OTHERWISE REMOVE EXISTING TIMESWITCHES CONTACTORS, RELAYS ANDASSOCIATED CONDUITS AND CONDUCTORS CONTROLLING HVAC SYSTEMS.

I. REFER TO THE DRAWINGS FOR ALL EQUIPMENT TO BE RELOCATED AND REUSED.

J. WHERE FIXTURES, EQUIPMENT, DEVICES, ETC. ARE SPECIFIED BY THE CONTRACT DOCUMENTSFOR REMOVAL, THE CONTRACTOR SHALL REMOVE ALL CIRCUIT CONDUCTORS/CABLING BACKTO THE NEAREST REMAINING JUNCTION BOX AND/OR POINT OF TERMINATION.

K. RELOCATION AND/OR REMOVAL OF EXISTING EQUIPMENT, DEVICES, OUTLET BOXES, CONDUIT,WIRING, ETC. MAY AFFECT THE OPERATION OF EXISTING, REMAINING ELECTRICAL EQUIPMENT/DEVICES. THE CONTRACTOR SHALL PROVIDE ADDITIONAL MATERIALS AS REQUIRED TOMAINTAIN AND/OR RESTORE CONTINUITY OF SERVICE TO EXISTING, REMAININGELECTRICAL/DEVICES.

L. PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXISTING UNUSED RACEWAYS,CONDUCTORS, CABLING, OUTLET BOXES, RECEPTACLES, SWITCHES, EQUIPMENT, ETC.

NOTESLINE INDICATES BOUNDARY OF DEMOLITION WORK.

(E) ELECTRICAL MANHOLES TO REMAIN AND PROTECTED IN-PLACE.

(E) UNDERGROUND ELECTRICAL CONDUIT TO REMAIN AND BE PROTECT IN-PLACE.

SPLICE LOOP FEED SERVING SWITCH TO BE DEMOLISHED TO BYPASS SWITCH AND KEEP EXISTINGCAMPUS LOOP OPERATIONAL.

UNDERGROUND ELECTRICAL CONDUIT ADDED AS PART OF CAMPUS INFRASTRUCTURE PROJECT.IF THIS HAS BEEN INSTALLED PRIOR TO DEMOLITION PHASE, PROTECT IN-PLACE.

REMOVE (E) CONDUIT AND WIRING SERVING (E) SERVICE TRANSFORMERS.

REMOVE (2) PAD MOUNTED TRANSFORMERS.

REMOVE MEDIUM VOLTAGE TRANSFORMER ON THE SECOND FLOOR.

REMOVE (E) CONDUIT AND WIRING SERVING (E) MEDIUM VOLTAGE SWITCH..

REMOVE MEDIUM VOLTAGE SWITCH.

LOCATION FOR FUTURE SF6 SWITCH TO SERVE NEW JOHNSON CENTER BUILDING.

DEMOLISH EXISTING COMMUNICATION VAULT AND ALL THAT IT FEEDS. CONFIRM THERE ARE NOACTIVE CABLES PRIOR TO DEMOLITION.

DEMO EXISTING RAISED ELECTRICAL VAULT.

DEMOLISH EXISTING LIGHT POLES SHOWN. ABANDON EXISTING CONDUIT FEEDING LIGHT POLES INPLACE AND REMOVE EXISTING CONDUCTORS BACK TO UPSTREAM LIGHT POLE.

CONTRACTOR TO COORDINATE FIBER OPTIC CABLE DISCONNECTION IN BUILDING "U" SECOND FLOOR,ROOM U215 ELEC, FIBER TERMINATION PANEL. WITH D4 CONTRACTORS PRIOR TO PERFORMING WORK.CONTRACTOR TO PULL BACK DISCONNECTED 6 MM/62.5µ FIBER OPTIC CABLE TO VAULT C15. PROVIDE FIREWATCH IF FIRE ALARM SYSTEM IS OFFLINE DURING WORK.

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09/05/2018 BID SET

JOHNSON STUDENT CENTER BUILDING DEMOLITION

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