Project Plans – Attachment ‘B’

PROJECT LOCATION

HWY 280HWY 101

19TH ST

DE HARO ST

PROJECTLOCATION

ENOLA MAXWELL CAMPUSPOTRERO HILL, SAN FRANCISCO

EXISTINGAUDITORIUM

EXISTINGCLASSROOM BUILDING

19TH ST

DE HARO

18TH ST

ELEVATION NUMBER

ELEVATION

DIRECTION OF VIEW

KEY NOTE MARK

AREA CONSIDERED

REVISION NUMBER

REVISION MARK

PROPERTY LINE

GATE NUMBERGATE MARK

SHEET NUMBER

DETAIL DESIGNATIONSHEET NUMBER

DIRECTION OF DETAIL

DETAIL MARK

GRID LINES

2

A

G01

1

DIRECTION OF SHEET NORTH

NORTH ARROW▲N

DIRECTION OF TRUE NORTH

B

1

1A101

-

1A101

-

01-01

DIVISION NUMBERKEYNOTE NUMBER JOB NO.

SCALE

CHECKED BYDRAFTER

SHEET NUMBER

DATE

DRAWING TITLE

2011

135 Van Ness AvenueSan Francisco, California 94102Tel (415) 241-6152Fax (415) 241-6148

PROPOSITION ABOND PROGRAM

Architect Engineer

Consultant

School Name and Address

Project Name

SITE NUMBER

S.F.U.S.D. PROJECT NO.

ApprovalsFILE NUMBER: 38-1

Revisions

11499

773

As indicated

3/22

/201

6 7:

38:4

4 PM

A0.00

COVER SHEET

Daniel WebsterElementary School

ModernizationINTERIM HOUSING

AT ENOLA MAXWELL

SAN FRANCISCOUNIFIED SCHOOL

DISTRICT

SM3/21/16

MNT#21316

655 DE HARO STSAN FRANCISCO CA 94107

Architect

Meek, Noll & Tam JVArchitects729 Heinz AveBerkeley, CA 94710Tel: 510.542.2200Fax: 510.542.2201

INTERIM HOUSING at Enola MaxwellSFUSD Project #11499

ENOLA MAXWELL CAMPUS655 DEHARO ST

SAN FRANCISCO, CA 94103

Daniel Webster Elementary School Modernization

Client

San Francisco UnifiedSchool District135 Van Ness Ave, Rm 203San Francisco, CA 94102Tel: 415.241.6152

SASM SELF ADHERING SURFACEMEMBRANE

SC SOLID CORESCHED SCHEDULESE STRUCTURAL ENGINEERSEC SECTIONSED SEE ELECTRICAL DRAWINGSSF SUPPLY FANSH SINGLE HUNGSHT SHEETSHTG SHEATHINGSIM SIMILARSLD SEE LANDSCAPE DRAWINGSSMD SEE MECHANICAL DRAWINGSSOG SLAB ON GRADESP SPACESPA SANDWICH PANEL ASSEMBLYSPD SEE PLUMBING DRAWINGSSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSSD SEE STRUCTURAL DRAWINGSSSGD SEE SIGNAGE DRAWINGSSSK SERVICE SINKSSTL STAINLESS STEELSTD STANDARDSTL STEELSTOR STORAGESTRL STRUCTURALSTRUC STRUCTURALSUSP SUSPENDEDSYS SYSTEMT TREADT&G TOUNGE & GROOVETBD TO BE DETERMINEDTEL TELEPHONETEMP TEMPEREDTHK THICK/THICKNESSTHRESH THRESHOLDTJI TRUSS JOISTTO TOP OFTOC TOP OFF CONCRETE/CURBTOP TOP OFF PAVINGTOS TOP OF STEELTOW TOP OF WALLTS TUBE STEELTYP TYPICALUON UNLESS OTHERWISE NOTEDUR URINALVCT VINYL COMPOSITION TILEVENT VENTILATIONVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDW WEST/WIDTHW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWDO WINDOWWH WATER HEATERWIN WINDOWWO WHERE OCCURSWP WORK POINTWR WATER RESISTENTWT WEIGHT

JT JOINTLAM LAMINATELAV LAVATORYLB LAG BOLTLF LINEAR FEETLKR LOCKERLT LIGHTMAS MASONRYMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMTD MOUNTEDMTL METALMUL MULLIONN NORTHNA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOA OVERALLOC ON CENTEROCC OCCUPANTOD OUTSIDE DIAMETER/OVERFLOW

DRAINOF OUTSIDE FACEOFCI OWNER FURNISHED CONTRACTOR

INSTALLEDOFD OVERFLOW DRAINOFF OFFICEOP OPERABLEOPNG OPENINGOPP OPPOSITEOPP HD OPPOSITE HANDPA PUBLIC ADDRESSPARTN PARTITIONPCP PORTLAND CEMENT PLASTERPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTICPLY PLYWOODPR PAIRPROJ PROJECT/PROJECTORPT POINT/PRESSURE TREATEDPTD PAINTEDPVC POLYVINYLCHLORIDEQTY QUANTITYR RISEERRAD RADIUSRD ROOF DRAINREF REFERENCEREFR REFRIDGERATORREG REGISTERREINF REINFORCE/REINFORCINGREQD REQUIREDREQMTS REQUIREMENTSRES RESILIENTREV REVISIONRM ROOMRO ROUGH OPENINGRWL RAIN WATER LEADERS SOUTHSASF SELF ADHERING SURFACE

FLASHING

E EASTEA EACHEJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATION/ELEVATORENLG ENLARGEDEOS EDGE OF SLABEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXH EXHAUSTEXP EXPANSIONEXT EXTERIORFA FIRE ALARMFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFIN FINISHFIN FLR FINISH FLOORFIXT FIXTUREFLOUR FLOURESCENTFLR FLOORFLRG FLOORINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFR FIRE RESISTENT/FIRE RETARDENTFRP FIBERGLASS REINFORCED PANELFRT FIRE RETARDENT TREATEDFSP FIBERGLASS SANDWICH PANELFT FOOT/FEETFTG FOOTINGFURN FURNITUREFX FIXEDGA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGFI GROUND FAULT INTERRUPTGI GALVANIZED IRONGL GLASS/GLAZINGGLAM GLUE LAMINATEDGR GRADEGSM GALVANIZED SHEET METALGWB GYPSUM WALL BOARDGYP GYPSUMH HIGHHB HOSE BIBHC HOLLOW COREHD HEADHDR HEADERHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTHVAC HEATING VENTILATION& AIR

CONDITIONINGID INSIDE DIAMETERIF INSIDE FACEINC INCANDESCENTINSUL INSULATIONINT INTERIORJAN JANITORJBOX JUNCTION BOXJST JOIST

& AND(E) EXISTING(N) NEW@ ATAB ANCHOR BOLTAC ASPHALTIC CONCRETEACC ACCESSACOUS ACOUSTICALACT ACOUSTIC CEIILING TILEAD AREA DRAINADDL ADDITIONALADJ ADJACENT/ADJUSTABLEAESS ARCHITECTURAL EXPOSED

STRUCTURAL STEELAFF ABOVE FINISHED FLOORAGG AGGREGATEALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEAV AUDIO VISUALBD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBO BOTTOM OFBOT BOTTOMBUR BUILT UP ROOFCAB CABINETCB CARRAIGE BOLTCE CIVIL ENGINEERCEM CEMENT/CEMENTITIOUSCER CERAMICCFMF COLD FORMED METAL FRAMINGCI CAST IRONCJ CONTROL JOINTCLG CEILINGCLKG CAULKINGCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCNTR COUNTERCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECTIONCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCSMT CASEMENTCTR CENTERCTSK COUNTERSINKD DEPTHDBL DOUBLEDEMO DEMOLITIONDEPT DEPARTMENTDF DOUGLAS FIR/DRINKING FOUNTAINDH DOUBLE HUNGDIA DIAMETERDIM DIMENSIONDISP DISPOSALDN DOWNDR DOORDS DOWNSPOUTDTL DETAILDWG DRAWINGDWR DRAWER

ABBREVIATIONS

LOCAL STREET MAP

CAMPUS MAP

PROJECT SUMMARY

SYMBOLS

1. ALL ADDENDA AND SPECIFICATIONS BOUND SEPARATELY ARE A PART OF THE CONTRACT DOCUMENTS.

2. ALL WORK SHALL MEET OR EXCEED THE MINIMUM STANDARDS OF THE 2013 CALIFORNIA BUILDING CODE AND ALL APPLICABLE CODES ANDORDINANCES. REFER TO A0.00.

3. INFORMATION CONTAINED WITHIN THESE DOCUMENTS SHALL NOT BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE APPLICABLECODES.

4. CONTRACTOR SHALL EXAMINE THE DOCUMENTS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WHICH MAY BE FOUNDPRIOR TO THE START OF WORK.

5. CONTRACTOR SHALL REVIEW ALL DOCUMENTS TO COORDINATE w/ THE (E) BLDG CONDITIONS. ANY VARIATIONS AND DISCREPANCIESTHAT ARISE IN THIS REVIEW ARE TO BE BROUGHT IMMEDIATELY TO THE ARCHITECT'S ATTENTION.

6. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO VISIT AND INSPECT THE SITE PRIOR TO DEMOLITION AND CONSTRUCTIONBEFORE ORDERING ANY MATERIALS.

7. (E) BUILDING DOCUMENTATION IS BASED ON "AS-BUILT" DRAWINGS AND OBSERVATIONAL SITE INVESTIGATIONS. ACTUAL BUILTCONDITIONS MAY VARY. CONTRACTOR IS TO USE CAUTION IN DEMOLITION, AND IS TO NOTIFY ARCHITECT IMMEDIATELY IF ANYVARIATIONS OR DISCREPANCIES ARE UNCOVERED.

8 DIMENSIONS:A. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE DRAWINGS.B. SEE LAYOUT PLANS LEGEND FOR DIMENSION STANDARDS.C. CEILING HEIGHT DIMENSIONS ARE FROM FINISHED FLOOR TO FINISHED FACE OF CEILING, UON.D. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY GENERAL CONTRACTOR AND ALL SUBCONTRACTORS PRIOR TO PROCEEDING WITH

CONSTRUCTION. ANY VARIANCE FROM THE REQUIRED DIMENSIONS MUST BE BROUGHT IMMEDIATELY TO THE ARCHITECT'S ATTENTION.E. COORDINATE WITH EQUIPMENT CONTRACTORS FOR ROUGH-IN DIMENSIONS AND TEMPLATES.F. ALL DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE STRICTLY MAINTAINED. "CLEAR" MEANS DIMENSION FROM FACE OF FINISH TO FACE

OF FINISH OR OBJECT.G. ALL DIMENSIONS NOTED "VERIFY" OR "VIF" ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY VARIANCE FROM

THE REQUIRED DIMENSIONS MUST BE BROUGHT IMMEDIATELY TO THE ARCHITECT'S ATTENTION.

9. PROTECT ALL (E) BUILDING AND SITE CONDITIONS TO REMAIN, INCLUDING BUT NOT LIMITED TO WALLS, INTERIOR PARTITIONS, PAVING ANDLANDSCAPING.

10. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, UON.

11. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKECASES OF CONSTRUCTION ON THE PROJECT.

12. ALL WORK IS UNDERSTOOD TO BE (N) UNLESS NOTED AS (E).

13. THE CONTRACTOR SHALL MEET w/ THE DISTRICT REPRESENTATIVE PRIOR TO THE START OF DEMOLITION TO NOTE WHAT ITEMS, IF ANY, ARETO BE SALVAGED OR REUSED. REFER TO DIVISION 1 OF THE PROJECT SPECIFICATIONS.

14. THE DRAWINGS INDICATE THE GENERAL EXTENT OF (N) CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT INTENDED TO BEALL-INCLUSIVE. ALL DEMO AND (N) WORK NECESSARY FOR A FINISHED JOB, IN ACCORDANCE w/ THE INTENTIONS OF THE CONTRACT

DOCUMENTS, IS INCLUDED REGARDLESS OF WHETHER SHOWN IN THE CONTRACT DOCUMENTS.

GENERAL NOTES

This project is to remove the temporary relocatable classrooms from the site of Enola MaxwellElementary School that were used as interim housing for Daniel Webster Elementary School, DSA App#01-114446. The removed portables consists of three (3) 24x40 re-locatable classrooms with bathroomsand one (1) 24x40 re-locatable classrooms without a bathroom that were installed under DSA APP #01-114732

Scope of work includes, but is not limited to, the following:

- Removal:built up asphalt landing pads,fencing behind leased buildings,electrical wires & associated conduits & associated conduit supports,all electrical devices,plumbing disconnect water and sanitary sewer & cap,remove wall/doors on 3rd floor of classroom bldg. (patch holes).

- New:extend fencing to create IT bldg and grounds parking lot,slurry asphlat seal on asphalt play yard (play yard side only)patch and repair/paint to match existing at all removed supports

REFERENCE DSA NUMBERSiNTERIM HOUSING FOR DANIEL WEBSTER 2015 DSA#01-114732ISA AT ENOLA MAXWELL MODERNIZATION 2009 DSA# 01-111039ISA AT ENOLA MAXWELL ALT TO (E) CLASSROOM BUILDING 2008 DSA# 01-109965RESTROOM ALTERATIONS 2005 DSA# 01-107193ALTERATION TO CAMPUS BLDGS FOR FIRE ALARM 2003 DSA# 01-104689 ALT TO MAIN BUILDING (POTRERO MIDDLE SCHOOL) 1999 DSA# 01-100633

PROJECT TEAM

SFUSD MODERNIZATION PTN#: 68478-345

CHAPTER 4 PART 1, TITLE 24 C.C.R.ADMINISTRATIVE REQUIREMENTS(PARTIAL LISTING ONLY)1. A copy of Parts 1 and 2, Title 24, C.C.R. shall be kept on the job site at all times2. Administration of Construction per Part I, Title 24, C.C.R..3. All change orders and addenda to be signed by the Architect and the Owner and approved by DSA. Change

orders are not valid until approved by DSA Section 4-338, Part 1, title 24.4. All tests to conform to the requirements of Section 4-335, Part 1, Title 24, and approved T & I sheet.5. Tests of materials and testing laboratory shall be in accordance with Section 4-335 of Part 1, Title 24 and the

District shall employ and pay the laboratory. Costs of re-test may be back charged to the Contractor.6. DSA shall be notified at the start of construction and prior to the placement of concrete per Section 4-331,

Part 1, Title 24.7. Inspector shall be approved by DSA. Inspector shall be in accordance with Section 4-333(b). The duty of the

Inspector shall be in accordance with Section 4-342, Part 1, Title 24.8. Supervision of Construction by DSA shall be in accordance with section 4-334, Part 1, Title 24.9. Contractor, Inspector, Architect, and Engineers shall submit verified reports(Form SSS-6) in accordance with

Section 4-336 and 4-343, Part 1, Title 24.10. The Architect and the Structural Engineer shall perform their duties in accordance with Section 4-333(a) and

4-341, Part 1, Title 24.11. Special inspection per Section 4-333(c).12. The Contractor shall perform his duties in accordance with Section 4-343, Part1, Title 24.13. The intent of the drawings and specifications is to construct the school building in accordance with Title 24.

C.C.R. Should any conditions develop not covered by the contract documents wherein the finished workwill not comply with Title 24, C.C.R., a change order detailing and specifying the required work shall besubmitted to and approved by the Division of the State Architect before proceeding with the work.

Part 1 California Administrative Code (CAC)Part 2 California Building Code (CBC) (2012 IBC volumes 1-2 and 2013 CA Amendments)Part 3 California Electrical Code (CEC) (2011 NEC and 2013 CA Amendments)Part 4 California Mechanical Code (CMC) (2012 UMC and 2013 CA Amendments)Part 5 California Plumbing Code (CPC) (2012 UPC and 2013 CA Amendments)Part 6 California Energy Code (CEC)Part 9 California Fire Code (CFC) (2012 IFC and 2013 CA Amendments)Part 11 California Green Building Standards Code (CALGreen)Part 12 California Referenced Standards Code

NFPA 13 - 2013NFPA 72 - 2013

PARTIAL LIST OF APPLICABLE STANDARDSTitle 19 C.C.R. Public Safety, State Fire Marshal Regulations National Reference Standards2013 Green California Building Standards, CalGREEN code, Title 24 part 1ADA Code of Federal Regulations including AmendmentsASD(AISC) Manual of Steel Construction, 13th EditionACI-318-05 Code & CommentaryNFPA 13 Automatic Sprinkler Systems 2013 editionNFPA 14 Standpipe and Hose Systems 2013 editionNFPA 17 Dry Chemical Extinguishing systems 2013 editionNFPA 17A Wet Chemical Extinguishing Systems 2013 editionNFPA 20 Stationary Fire Pumps for Fire Protection 2013 editionNFPA 22 Water Tanks for Private Fire Protection 2013 editionNFPA 24 Private Fire Service Mains 2013 editionNFPA 25 Inspection, Testing and Maintenance of

Water Based Fire Protection Systems 2006 edition - California EditionNFPA 72 National Fire Alarm Code 2013 editionNFPA 80 Fire Doors and other Opening Protectives 2013 editionNFPA 90A 2002 EditionNFPA 110 Emergency and Standby Power Systems 2005 editionNFPA 170 Standard for Fire Safety & Emergency Symbols 2006 editionNFPA 253 Critical Radiant Flux of Floor Covering Systems 2006 editionNFPA 2001 Clean Agent Fire Extinguishing Systems 2012 edition

2010 ADAAG GUIDELINES ADA Standards for Accessible Design

SFM 12-10-1 Power Operated Exit DoorsSFM 12-10-2 Single Point Latching or Locking DevicesSFM 12-10-3 Emergency Exit and Panic HardwareUL 38 Manual Operating Signal Boxes, 1999 edition w/ revisions through 2005 as amended.UL 268 Smoke Detectors for Fire Potective Signaling Systems, 2006 editionUL 268A Smoke Detectors Duct Applications, 1998 edition w/ revisions through Octover 22, 2003UL 300 Fire Testing of Fire Extinguishing Systems for Protection of Restaurant Cooking Areas, 2005 editionUL 305 Panic Hardware, 2007 editionUL 464 Audible Signal Appliances, 2003 editionUL 521 Heat Detectors for Fire Protective Signaling Systems, 1999 editionUL 864 Control Units for Fire Protective Signaling Systems,

2003 edition w/ revisions through July 14, 2005

CONSTRUCTION FIRE SAFETY -CALIFORNIA FIRE CODE (CFC) 20131. Contractor and all Sub-Contractors to comply with California Fire Code 2013, Chapter 14, "Fire Safety During

Construction and Demolition" and California Building Code Chapter 33 will be enforced.2. Emergency Vehicle access to the site shall remain unobstructed at all times and at any time prior to loading

the site with combustible materials.

PROJECT SITE DATAASSESSORS LOT 1, BLOCK 4032CLIMATE ZONE 3LATITUDE =37.76; LONGITUDE= -122.40DSA FILE 38-1DSA TRACKING PTN # 68478-415SFUSD SITE # 773AREA OF CAMPUS +/- 80,000 SF GROSS

LEASED RELOCATED CLASSROOMSCHEDULE - TO BE REMOVED

CODE COMPLIANCE2013 TITLE 24 CODES

PROJECT DESCRIPTIONThe work to be performed under this contract includes the furnishing of all labor,materials, equipment, transportation, services, permits, temporary controls andconstruction facilities, and all general conditions, seismic requirements, generalrequirements and incidentals required to complete the work in its entirety as describedin the contract drawings.

DRAWING INDEX

GENERALA0.00 COVER SHEET

ARCHITECTUREA2.00 SITE DEMO AND ENLARGED PLAN, DETAILSGrand total: 2

FATS

ETFO LAC I

NROIA

R

CIL

EDESN

AECT

TICH

REN. 01-31-17

JANET TAM

No. C-14064

B1 30852 PC# 02-105136 4944, 4945B2 38704 PC# 63749 5222, 5223B3 42546 PC# 107484 7636, 7637B4 38705 PC# 63749 5224, 5225

BLDG # BLDG ID# PC SET SERIAL #

▲N

▲N

SFUSD WEBSTER BUNGALOWS PTN#: 68478-415

Construction Management

AECOM300 California StreetSan Francisco, CA 94111Tel: 415.963.1067

PTN NUMBERS FOR DANIEL WEBSTERELEMENTARY SCHOOL RENOVATION:

NO. DATE DESCRIPTION

3540

41

42

43

44

44

45

45

45

45

46

50

54

54

55

55

55

56

56

60

65

70

70

70

75

75

75

80

80

85

85

90

90

95

5

100

105

110

115

3540

41

42

43

44

44

45

45

45

45

46

50

54

54

55

55

55

56

56

60

65

70

70

70

75

75

75

80

80

85

85

90

90

95

5

100

105

110

115

3540

41

42

43

44

44

45

45

45

45

46

50

54

54

55

55

55

56

56

60

65

70

70

70

75

75

75

80

80

85

85

90

90

95

5

100

105

110

115

3540

41

42

43

44

44

45

45

45

45

46

50

54

54

55

55

55

56

56

60

65

70

70

70

75

75

75

80

80

85

85

90

90

95

5

100

105

110

115

301

T58

T68

311

315

317

312

314

316

318

310

C90

S80

308A

304

306

308

302

J73

307

309

309

T59

322

305

T69

E38

321

301

301A 302A

324 323

303

305

304A

307A 309 309

315

317

308

S82

325

304B

J74

313

E80

S81A

319

CLASSROOM

CLASSROOM

CLASSROOM

UP AREA

LIBRARY

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

C90

C90

ROOM

ROOM

1

A

2

B

4

6

8

CLASSROOMB1

CLASSROOMB2

RESTROOMB4-R

RESTROOMB3-R

RESTROOMB2-R

REMOVE (E) BUILT-UP ASPHALTLANDINGS, TYP; COLD MILL (E) TOREMOVE JUST ENOUGHTHICKNESS TO LEVEL ANDSMOOTH THE SURFACE; PREPAREFOR NEW SLURRY SEAL

(E) MTL RAMP,LANDING, ANDHANDRAIL REMOVED BYRELOCATABLECLASSROOM MFR, TYP

TYP INCLASSROOMS

B2, B3, B4SALVAGE WALL MOUNTED

TOILET TISSUE PAPERDISPENSER

SALVAGE WALL MOUNTEDSOAP DISPENSER

SALVAGE WALL MOUNTEDPAPER TOWEL PAPER

DISPENSER

CLASSROOMB3

CLASSROOMB4

SALVAGE IDF

(E) BASKETBALL HOOPS TO REMAIN, TYP; PROTECT FROMNEW SLURRY SPATTER, TYP

REMOVE EXTERIORCLOSURE PANELS, TYP ATALL GAPS INBETWEENPORTABLE UNITS

FIRE ALARM REMOVAL WORK: TYP AT (4) PORTABLES:DISCONNECT AND SALVAGE HEAT DETECTORS ABOVECEILING (2 EA), SMOKE DETECTORS AT CEILING (2 EA)AND WALL MOUNTED FIRE ALARM HORN STROBE;REMOVE ALL ABANDONED CONDUIT ANDDISCONNECTED WIRING, TYP

SALVAGE FIRE ALARMCONTROL PANEL

REMOVE PLYWOOD BACKING

FIRE ALARM REMOVAL WORK: TYP AT (3)PORTABLES RESTROOMS: DISCONNECT AND

SALVAGE HEAT DETECTOR AT CEILING ANDWALL MOUNTED FIRE ALARM STROBE;

SALVAGE HARDWARE AND LOCKAT GATE TO BE REMOVED

INTRUSION ALARM REMOVAL WORK: TYP AT(4) PORTABLES: DISCONNECT AND SALVAGEWALL MOUNTED MOTION SENSOR ANDKEYPAD; REMOVE ALL ABANDONED CONDUITAND DISCONNECTED WIRING, TYP

SALVAGE INTRUSION ALARMCONTROL PANEL (MODEL

ADEMCO #VISTA-50P)SALVAGE WALLMOUNTED SECURITYSIREN

REMOVE SECURITY INTRUSION SYSTEM EXTERIORCONDUIT - 3"; SEE SITE DEMO PLAN

REMOVE ALL FLEXIBLECONDUIT CONNECTIONSBETWEEN RELOCATABLEBUILDINGS, TYP

SALVAGE (E) LED LIGHTINGMOUNTED AT ROOF, TYP OF(2) LOCATIONS, AND REMOVEALL (E) UNISTRUT MOUNTINGAND CONDUIT WITH WIRES

SALVAGE (E)DISTRIBUTION PANEL

REMOVE ALL SURFACEMTD CONDUITS ANDPIPING AND SUPPORTS,TYP

REMOVE ALL SUPPORTS ON FENCING TO REMAIN, TYP;SEE SITE DEMO PLAN

REMOVE SS CONNECTION;CAP 18" BELOW SURFACE ANDPATCH/REPAIR ASPHALT; (E)SS UTILITY UNDERGROUNDMAY REMAIN

REMOVE ALL GROUNDING RODS, TYP; PATCHAND REPAIR ASPHALT, TYP

REMOVE ALL UNISTRUT SUPPORTS MOUNTED AT EXTERIOROF PORTABLES, TYP; COORDINATE WITH MMMC

CUT OFF AND REMOVE FROM CORNER POST THE WELDED CANTILEVER SECTION FROM (E) CORNER POST; PAINT TOUCH-UP WITH ZINC RICH PAINT ALL EXPOSED STEEL

.

PATCH ALL LOCATIONSWHERE FOUNDATION TIEDOWNS ARE REMOVED,TYP

TYP AT (4) PORTABLES - REMOVE ALLCONDUIT INSTALLED FOR FIRE ALARM,INTRUSION ALARM, DATA, TYP

REMOVE ALL FOUNDATIONTIE DOWNS: 1” PIN SET AT ADIAGONAL WITH 12" MINEMBEDMENT. TYP; THEREARE A MIN OF 24 TIE DOWNSAT EACH PORTABLE TO BEREMOVED.

(E) END POST.TIE (N) FENCE INTO (E)FOR CLOSURE, TYP.

LINE POSTS, 2"O.D.SPACED 10' MAXAPART

INTERMEDIATERAILS. 1.66" ODOR AS SPECIFIED

2" M

AX

2" 9 GA TYPCHAIN LINKFABRIC

EQUAL SPACES

10' - 0" MAX

3/8" TRUSS ROD AT END& CORNER POSTS

6"

CONC FOOTINGS, MAX 28 DAY COMPRESSIVESTRENGTH OF 2500 PSI

1 3/8" O.D. X .065 WALL TOP RAIL

SLOPE TOP OFFOOTING,TROWEL FINISH

FINISH GRADE

RAINPROOF CAPAT ALL POSTS, TYP

8' H

IGH,

TYP

, UON

12" MIN

3'-6

".

TENSION BAR

1 3/8" ALUM RAIL END CUP

NOTE: ALL METAL FENCE FRAMING ANDWIRES TO BE GALVANIZED; ALL FENCEFABRIC TO BE ZINC COATED, CLASS 2;NOTE: PROVIDE FITTINGS FOR A COMPLETEFENCE INSTALLATION,

.=/- 46' VIF (N) FENCING, SEE PLAN

EXISTINGCLASSROOM BLDG

FIRST FLR

EXISTINGGYMNASIUM

UPPERPLAYYARD

LOWERPLAYYARD

SERVICE ENTRY

18TH STREET

19TH STREET

DEHARO

STREET

▲N

+55

+55

+75

+115+75

+60

+35

+45

+56.5

+57

+56

G15-E

G11

G12 3

A2.00

G10G1

G5-E

TIE (N) FENCINGFABRIC INTO (E) FENCE

POLE, TYP AT ENDCONDITIONS

PROVIDE ASPHALTSEAL AT THISFENCED IN PORTIONOF UPPER PLAYYARDPER SPECIFICATION;PROVIDE AT AREASHOWN HATCHED,APPROXIMATELY15,000 SQ FT

+/- 134' VIF

PROTECT CONC SURFACES FOR CLEAN JOINTBETWEEN NEW SLURRY AND (E) CONCRETE

(E) BASKETBALL HOOPS TO REMAIN;PROTECT BASE FROM SLURRYSPLATTER; TYP

PATCH AND REPAIR ALL ASPHALT SURFACESDISTURBED BY REMOVED ITEMS SUCH ASCONC FOOTINGS FOR REMOVED FENCING,GROUNDING RODS, FOUNDATION TIE DOWNS,OR OTHER MISC OBJECTS HAVE BEENREMOVED AS PART OF THE PORTABLEREMOVAL - TYP; SEE OWNERS HAZARDOUSMATERIAL SPECS FOR DIRECTION ON SOIL

(E) STORAGE CONTAINER REMOVED BY MMMC (MOBILE MODULAR MANUF)

(E) BUILT UP AREAS REMOVED, SEE ENLARGED PLAN

(E) ASPHALT

(E) CONC

REMOVE 2" WATER LINE ALONG (E) FENCE; LINEIS 7' HIGH AND ATTACHED WITH CONDUITHANGERS/BOLTS AND NUTS AT 4' O.C. TYP;REMOVE ALL.

APPROXIMATE LOCATION OF MECH/BOILERROOM AT LOWER PLAYYARD; REMOVE 2" WATERLINE TO THIS POINT AND CAP INSIDE ROOM;

+/- 121', VIF

REMOVE ALL (E) STRUTS ON WALL SUPPORTING REMOVED WATER PIPE,TYP' PATCH AND REPAIR HOLES; PAINT TO MATCH (E)

REMOVE (E) TELECOM CONDUIT SERVING REMOVEDPORTABLES THAT IS SUPPORTED ON FENCE, TYP

REMOVE ALL TELECOM AND POWER PULL

BOXES; REMOVE CONDUIT CORED THRU

CONC WALLS; PATCH AND REPAIR HOLE

WITH NEW CONCRETE PLUG; PAINT TO

MATCH SURROUNDING SURFACE

ELEC RM

REMOVE TELECOM CABLE

FROM SERVER RM ABOVE

PATCH AND REPAIR

ALL HOLES IN WALLS

WHERE (E) CONDUITS

REMOVED, TYP

(E) PATHWAY ENTERS

CONCEALED SPACE

(E) SERVER ROOM ABOVE

REMOVE ALL CONDUIT RUBBER

SUPPORTS AND ALL CONDUITS

RUNNING ON CANOPY AND ROOF

ON ROOF

ON (E) FENCE

SURFACE

MOUNTED

PATCH/REPAIR (E)

PENETRATIONS IN (E)

CONC WALL

REMOVE ALL UNISTRUTS

SUPPORTING CONDUITS ALONG

FENCE; APPROX 11 ON THIS

ELEV. VERIFY IN FIELD QUANTITY;

REMOVE ALL, TYP

REMOVE

PULLBOX; PATCH

(2) +/- 3" HOLES

IN (E) CONC WALL

REMOVE ALL PULLBOXES SERVING

REMOVED CONDUITS WHERE OCCUR, TYP;

PATCH WALLS, TYP

ON (E) CANOPY

REMOVE ALL CONDUIT AND ALL J-HOOK, TRAPEZE,

AND OTHER SURFACE MTD CONDUIT SUPPORTS AT

INT OF BLDG, TYP WHERE OCCURS; PATCH HOLES

IN (E) WALLS AND PARTITIONS WHERE SUPPORTS

ARE REMOVED; PAINT PATCHES TO MATCH ADJ

SURFACE, TYP

REMOVE ALL SUPPORTING

UNISTRUT AND PATCH HOLES;

SUPPORTS APPROX 6' O.C.; TYP

WALL MTD WATER PIPE; PATCH ALL HOLES INWALLS WHERE PIPE SUPPORTS ARE REMOVED;PAINT TO MATCH ADJ SURFACE, TYP

+/- 46' NEW FENCING

(E) GATES TO REMAIN, TYP

REPAIR CRACKS PRIOR TO ASPHALT SEAL, TYP WHERE OCCUR

1. LEASED PORTABLES TO BE REMOVED FROM THE SITE BY MMMC (MOBILEMODULAR MANUFACTURER CORP); CONTRACTOR TO COORDINATE WITH MMMCAND DISTRICT DURING REMOVAL.

2. SALVAGE OF DEVICES PRIOR TO MODULAR REMOVAL - REMOVE IN GOODWORKING ORDER WITHOUT DAMAGE TO FUNCTION; COORDINATE WITH DISTRICTWHERE DEVICES SHALL BE DELIVERED IF NOT TO BUILDINGS AND GROUNDSWAREHOUSE ON TOLAND STREET IN SF.

3. REMOVE ALL (E) UTILITY LINES SERVING THE (4) RELOCATABLES UON. CAP (E)SYSTEMS AT THE MAIN SERVICE JUNCTIONS. CONTRACTOR SHALL COORDINATEWITH THE DISTRICT AND SITE ADMINISTRATION ALL SYSTEM SHUTS-DOWNS WITHAGREED-UPON TIME FRAMES FOR SHUT DOWNS.

4. COORDINATE DISCONNECT OF ALL CABLES TO BE REMOVED. PRE-CON MTGWITH DISTRICT REQUESTED FOR DATA , FIRE ALARM, AND INTRUSION CABLES. GCTO ELIMINATE THE 'TERMINATING POINTS" AT THE CABINETS.

5. CONTRACTOR TO COORDINATE W/ THE DISTRICT REGARDING ANY OTHERCONCURRENT PROJECTS ON THE SITE.

6. AT EXISTING MAIN BUILDING PATCH AND REPAIR SURFACE WHERE CONDUITSARE REMOVED, THROUGHOUT, TYP; PAINT SURFACE AFTER PATCHING TO MATCHADJACENT COLOR, TYP.

7. AT ALL LOCATIONS WHERE CHAINLINK FENCE IS TO BE REMOVED: GRIND LEVELANY CONC FOOTING PROJECTING ABOVE (E)ASPHALT FINISH AND CUT OFF POLES1/2" BELOW WITH SURFACE; FILL POST HOLES WTH NONSHRINK GROUT; FINISHASPHALT PAVING WORK TO BE FLUSH WITH EXISTING, TYP.

8. PROTECT EXPOSED DIRT TO AVOID SOIL EROSION;

9. HAZMAT: Naturally occurring asbestos serpentine bedrock and soil has beenidentified to be present throughout the footprint of the site.  For bidding purposes,contractor shall assume asbestos concentrations are >1.0% asbestos in all bedrockand soils at the site.  Contractor shall comply with the requirements identified inCalifornia Code of Regulations, Title 8, Section 1529 for Class II Asbestos Work; CCR,Title 17, Section 93105 Asbestos Airborne Toxic Control Measure (ATCM); Bay AreaAir Quality Management District Regulatory Advisory; and in Section 02080, SoilSampling and Analysis Report and Geotechnical Soils Report located in the ContractDocuments when disturbing NOA soils / bedrock at the site.  Contractor shall disposeof all excess soils at a permitted Class II / III Waste Management Unit, granted that allnecessary and additional stockpiling and hazardous waste characterization results arebelow acceptable regulatory limits and waste management unit acceptance criteria.  Ifadditional sampling is required by the designated waste management unit for disposaland acceptance purposes, the contractor shall provide these additional requirementsin writing to the District’s Consultant and allow a minimum of 14 days for testing andreporting.  Contractor must provide a letter of acceptance or approved profile withauthorization number from the Class II/III Waste Management Unit to the District priorto removing any soils from the site.  Under no circumstances will the District allowexcess soils to be reused at another site or transported to a recycle facility for resaleand reuse.

10. COORDINATE REMOVAL OF THE FOUNDATION TIEDOWNS PIPES AT ALL (4)RELOCATABLE CLASSROOM UNITS. REFER TO HAZ MAT FOR DISTURBAL OF SOIL

EXISTINGCLASSROOM BUILDING

SECOND FLOOR

GENERALOFFICE

SERVER

OFFICE

GENERALOFFICE

▲N

(E) CLASSROOMS

DISCONNECT TELECOM AT CABINET;SCHEDULE A PRE-CON MTG WITHDISTRICT IT PRIOR TO GC DISCONNECT

.

EXIS

TING

GYM

NASI

UM

REMOVE TEMPORARY BARRIER ANDDOOR FOR INTERIM HOUSING:- FULL HEIGHT WOOD STUD WALL,GYP BD BOTH SIDES, PAINT, BRACETO STRUCTURE ABOVE- NON RATED DOUBLE DOOR WITHVISION LITES;

SALVAGE ALL HARDWARE:PANIC HARDWARE (VON DUPRIN98/99 RIM EXIT DEVICE) EA LEAF,CLOSERS ( LCN 4040XP SERIES) ANDCENTER MULLION;

PATCH AND REPAIR ALL DISTURBED SURFACES;REVIEW (E) FIELD CONDITIONS FOR EXTENT ;

3" 3"

EXCAVATEDMATERIAL

SEAL AND SAND JOINT

TACK COAT VERTICALFACE OF PAVING TO REMAIN

(E) BASE

NOTE:1) WHERE PROVIDING OVERLAY, PROVIDE TACK COAT FOR BONDING OF (N) ASPHALT OVER EXISTING.2) WHERE NEW PAVING TO TIE INTO EXISTING, COLD MILL (E) PAVEMENT TO PROVIDE 1" MIN THICKNESS FOR NEW ASPHALT PAVING

MIN 6" CLASS II AGGREGATE TO BE REPAIRED IN KIND. BASECOMPACTED TO 95% OVER SUB-BASE COMPACTED TO 90%

FLUSH TRANSITION

.(E) ASPHALT PAVING. (N) ASPHALT PAVING

JOB NO.

SCALE

CHECKED BYDRAFTER

SHEET NUMBER

DATE

DRAWING TITLE

2011

135 Van Ness AvenueSan Francisco, California 94102Tel (415) 241-6152Fax (415) 241-6148

PROPOSITION ABOND PROGRAM

Architect Engineer

Consultant

School Name and Address

Project Name

SITE NUMBER

S.F.U.S.D. PROJECT NO.

ApprovalsFILE NUMBER: 38-1

Revisions

11499

773

As indicated

3/22

/201

6 7:

38:5

3 PM

A2.00

SITE DEMO AND ENLARGEDPLAN, DETAILS

Daniel WebsterElementary School

ModernizationINTERIM HOUSING

AT ENOLA MAXWELL

SAN FRANCISCOUNIFIED SCHOOL

DISTRICT

SMSM3/21/16

MNT#21316

655 DE HARO STSAN FRANCISCO CA 94107

FATS

ETFO LAC I

NROIA

R

CIL

EDESN

AECT

TICH

REN. 01-31-17

JANET TAM

No. C-14064

1/8" = 1'-0"A2.00ENLARGED BLDG DEMO PLAN1

1/2" = 1'-0"A2.00CHAIN LINK FENCE3

NO. DATE DESCRIPTION

1" = 30'-0"A2.00SITE DEMO PLAN & NEW WORK8

1" = 30'-0"A2.00SECOND FLOOR PLAN5

1" = 30'-0"A2.00THIRD FLOOR PLAN7

1 1/2" = 1'-0"A2.00ASPHALT PATCHING2

SITE DEMOLTION NOTES