poway unified school district · b r d e r n a r d o h ei g h t s p k wy c a mi n o d e l n o r te...

OWNER

POWAY USD15250 AVENUE OF SCIENCESAN DIEGO, CA 92128858-521-2800 P858-486-4197 F

CONTACT: MATTHEW LENZ

Other

Architect

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ARCHITECTURAL

PBK ARCHITECTS, INC. 11455 EL CAMINO REAL, SUITE 480SAN DIEGO, CA 92130T: 619.695.0400F: 619.695.0346

CONTACT: CHUCK FORTE

DSA ELECTRONIC STAMP: APPL. 04-118589

STRUCTURAL

MHP STRUCTURAL ENGINEERS 9920 PACIFIC HEIGHTS BLVD, SUITE 150SAN DIEGO, CA 92121 T: 858 252.3637

CONTACT: MATTHEW WEXLER

POWAY UNIFIED SCHOOL DISTRICT

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CONSTRUCTION DOCUMENTSAUGUST 1, 2019

BERNARDO HEIGHTS MIDDLE SCHOOL - SECURITY FENCING PROJECT

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DIMENSIONS

NOTE: all dimensions to face of wall unlessotherwise noted

COLUMN LINE

FLOOR LINE

MATCH LINE

NORTH SYMBOL

INTERIOR ELEVATION SYMBOL

DOOR DESIGNATION

EXTERIOR ELEVATION SYMBOL

PLAN OR DETAIL ENLARGED

DETAIL AND VERTICAL SECTIONS

PARTITION TYPE

REVISION NUMBER

DETAIL ENLARGED

WINDOW DESIGNATION

EXISTING ELEVATION

FINISH GRADE ELEVATION

AREA DRAIN

PROPERTY LINE

NO.

NO.

5

A1.01 1

2

3

4

1/A1.01 12

A6.01

1

LEVEL

+100'-0" ELEVATION

10'-0".

6'-0". 4'-0".

1

SPOT ELEVATION

KEY NOTE

BREAK LINE

MATCH LINE

SEE XX/X-XXX

EQUIPMENT DESIGNATION

TOILET ACCESSORY SYMBOL

GRAPHIC SCALE

ROOM NAME AND NUMBER

WHICH CONTINUATIONSHEET NUMBER ON

IS FOUND

PROPERTY LINE

FHCFHC

FIRE HOSE CABINET

FECFEC

FIRE EXTINGUISHER CABINET(RECESSED AND SURFACE MOUNTED)

(RECESSED AND SURFACE MOUNTED)

SHOWER HEAD

RTUREFER TO MECHANICAL FOR TYPE

ROOF TOP UNIT

F.D.

FLOOR SINK

FLOOR DRAIN

OVERFLOW DRAIN AND ROOF DRAIN

F.S.

CHAINLINK FENCING (WITH POSTS)

NORTH

TRUE NORTH

ROOM

1

100SF

123

OVERFLOW DRAIN

ROOF DRAIN

25C

TA1

1

A-100

SCALE: 1" = 4'-0"

0 2' 4' 8'

1

A-100

EXISTING PARTITION

NEW PARTITION

1

A-100

SECTION CALLOUT SYMBOL

A

DIMENSION

4'-0"

SHEET NUMBER

SHEET DISCIPLINE TYPE

DISCIPLINE

A2.01

0 - SITE PLANS & DETAILS1 - COMPOSITE FLOOR PLANS2 - FLOOR PLANS 3 - ROOF4 - ADA & ENLARGED PLANS5 - PLAN DETAILS6 - BUILDING SECTIONS, EXTERIOR/INTERIOR ELEVATIONS7 - PARTITION TYPES & WALL SECTIONS8 - CASEWORK ELEVATIONS AND DETAILS9 - WINDOWS, DOORS, FRAME ELEVATIONS & DETAILS10 - REFLECTED CEILING PLANS & DETAILS11 - EQUIPMENT AND FURNITURE PLANS

SEQUENCE (.01 - .99......etc.)

G - GENERAL (Cover, A0 Sheets)C - CIVILL - LANDSCAPED - DEMOA - ARCHITECTURALS - STRUCTURALI - INTERIORSM - MECHANICALE - ELECTRICALP - PLUMBINGT - TECHNOLOGY

FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS

(Application No. ______________________ File No. ______________)

The drawings or sheets listed on the cover or index sheet (see asterisk *)This drawing, page of specifications/calculations

have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such drawings in this state. It has been examined by me for:

1) design intent and appears to meet the appropriate requirements of Title 24, California Code of Regulations and the project specifications prepared by me, and

The Statement of General Conformance “shall not be construed as relieving me of my rights, duties, and responsibilities under Sections 17302 and 81138 of the Education Code and Sections 4-336, 4-341 and 4-344” of Title 24, Part 1. (Title 24, Part 1, Section 4-317 (b))

I certify that: The drawings or sheets listed on the cover or index sheet

is/are in general conformance and

Signature Date

Architect or Engineer designated to be in general responsible charge

Print Name

License Number Expiration Date

Signature Date

Architect or Engineer deligated responsibility for this portion of the work

Print Name

License Number Expiration Date

2) coordination with my plans and specifications and is acceptable for incorporation into the construction of this project.

This drawing or page

have been coordinated

is/are in general conformance and

have been coordinated

X

X

X

X

MARK EACRETT

C-28195 5-31-19

XX-XXXX-XXXXXX

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BERNARDO HEIGHTSMIDDLE SCHOOL

15 F

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TRUE NORTH

CHECKED BY:

REVISIONS

DRAWN BY:

DATE:

PROJECT NUMBER

CLIENT

ARCHITECTURE

ONTARIO2855 E. Guasti Road, Suite 402

Ontario, CA 91761909-937-9200 P909-937-6161 F

PBK.com

ENGINEER

ARCHITECT

SAN DIEGO11455 El Camino Real, Suite 480

San Diego CA. 92130858-695-0400

PBK.com

DSA ELECTRONIC STAMP: APPL. 04-118589

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GB.01

SHEET INDEX,NOTES AND DWG

CONVENTIONS(BHMS)

Checker

Author

OCTOBER 24, 2019

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DRAWING CONVENTIONS

SIM SIMILAR

SPC SPECIAL COATING SYSTEM

SPEC SPECIFICATION (S)

SQ. SQUARE

SS / SS. STL. STAINLESS STEEL

STL STEEL

STRUC /STRUCT

STRUCTURAL

SUSP SUSPENDED

SVDF SHEET VINYL DANCE FLOORING

SVF SHEET VINYL FLOORING

T.A.S. TEXAS ACCESSIBLITY STANDARDS(2012)

T.B. TACK BOARD

T.D.R. TOWEL DISPENSER AND RECEPTACLE

T.O. TOP OF

T.O.B. TOP OF (WOOD) BLOCKING

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

T.T.D. TOILET TISSUE DISPENSER

TEL TELEPHONE

TERR TERRAZZO

THK THICK (NESS)

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

V VENT

V.C.T. VINYL COMPOSITION TILE

V.I.F. VERIFY IN FIELD

VENT. VENTILATING, VENTILATED

VER. VERIFY

VERT. VERTICAL

VGB (PREFINISHED) VINYL CLAD GYPSUMBOARD

VWC VINYL WALL COVERING

W WASHING MACHINE

W.P. WATER PROOFING

W.S. WEATHERSTRIP

W.W. WATER WELL

W.W.F. WELDED WIRE FABRIC

W.W.M. WOVEN WIRE MESH

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WT WEIGHT

MFR. / MANUF. MANUFACTURE (R)

MH. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

MOD MODULAR

MTL METAL

MTP. METAL TOILET PARTITION

N.D. NAPKIN DISPOSAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

N.V. NAPKIN VENDOR

NO. NUMBER

NOM. NOMINAL

O.C. ON CENTER (S)

O.C.E.W. ON CENTER EACH WAY

O.D. OUTSIDE DIAMETER

O.F.C.I. OWNER FURNISHED, CONTRACTORINSTALLED

O.H. OPPOSITE HAND

OPNG. OPENING

OPP. OPPOSITE

P. LAM. / PLAM PLASTIC LAMINATE

P.C. PRECAST

P.H. PAPER HOLDER

P.L. PROPERTY LINE

P.P. POWER POLE

P.W.B. PREFINISHED WALL BOARD

PL. PLATE

PLUMB. PLUMBING

PLYWD. PLYWOOD

POL. POLISHED

PR. PAIR

PREFIN. PRE-FINISHED

PT PRESSURE-TREATED

PT. POINT

PTD. PAINTED

Q.T. QUARRY TILE

R / RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE. , REF. REFER TO / REFERENCE / SEE

RECP. RECEPTACLE

REINF. REINFORCE (D), (ING)

REQ'D. REQUIRED

RES. RESILIENT

REV. REVISION (S), REVISED

RF RECREATIONAL RESILIENT FLOORING

RPG. RELOCATABLE PAINTED GYPSUMBOARD

RSS. ROD STOCK AND SEALANT

S.C. SEALED CONCRETE

S.D. SOAP DISPENSER

S.N.D. SANITARY NAPKIN DISPOSAL

SCHED SCHEDULE

SCPL SOLID CORE PLASTIC LAMINATE

SECT SECTION

SHT SHEET

EDF ELECTRIC DRINKING FOUNTAIN

EL. ELEVATION (HEIGHT)

ELEC. ELECTRICAL

ELEV ELEVATION (DRAWING)

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.H.C. FIRE HOSE CABINET

FB. FACE BRICK

FD. FLOOR DRAIN

FIN. FINISH (ED)

FIXT. FIXTURE

FLR. FLOOR (ING)

FLSHG. FLASHING

FLUOR FLUORESCENT

FRP FIBER REINFORCED PLASTIC

G.B. GRAB BAR

G.I. GALVANIZED IRON

GA. GAUGE

GALV. GALVANIZED

GCMU GLAZED CONCRETE MASONRY UNIT

GEN. GENERAL

GEN. GENERAL

GL. GLASS / GLAZING

GL. GLASS

GR. GRADE

GTP. GLAZED TILE PAVER

GYP. GYPSUM DRYWALL

H.W. HOT WATER

HM HOLLOW METAL FRAME

HORIZ. HORIZONTAL

HT. HEIGHT

I.D. INSIDE DIAMETER

I.P.S. IRON PIPE SIZE

INSUL INSULATE (ED), (ION)

INT. INTERIOR

JT. JOINT

L.P. LIGHT POLE

LAM. LAMINATE (D)

LAV. LAVATORY

LT. LIGHT

LT. WT. LIGHTWEIGHT

M.O. MASONRY OPENING

MAS. MASONRY

MATL. MATERIAL (S)

MAX. MAXIMUM

MB. MARKER BOARD

MECH. MECHANICAL

MEM MEMBRANE

MEM. WP. MEMBRANE WATERPROOFING

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEPT MECHANICAL, ELECTRICAL, PLUMBING,TECHNOLOGY

MEZZ. MEZZANINE

(D) DEMOLITION

(E) EXISTING

(N) NEW

210

T.O.C. TOP OF CONCRETE

A.D. AREA DRAIN

A.D.A. AMERICANS WITH DISABILITIES ACT

A.D.A. 2010 ADA STANDARDS FORACCESSIBLE DESIGN

A.D.A.A.G. AMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES

A.F.F. ABOVE FINISH FLOOR

A.F.G. ABOVE FINISH GRADE

A.H.J. AUTHORITY HAVING JURISDICTION

A/C AIR CONDITIONING

ACP. ACOUSTICAL PANEL

ACT. ACOUSTICAL TILE

ADJ. ADJUSTABLE

ALT. ALTERNATE

ALUM. ALUMINUM

ASPH. ASPHALT

ے ANGLE

B.O.D. BOTTOM OF DECK

B.U.R. BUILT-UP ROOF

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

C CHANNEL

C.J. CONTROL JOINT

C.M.U. CONCRETE MASONRY UNIT

C.W. COLD WATER

CAB, CABT CABINET

CFMF COLD-FORMED METAL FRAMING

CFSF COLD-FORMED STEEL FRAMING

CL CENTERLINE

CLG. CEILING

COL. COLUMN

COMP. COMPRESSIBLE

CONC. CONCRETE

COND. CONDITION

CONT. CONTINUOUS

CORR. CORRIDOR

CPT. CARPET (ED)

CT. CERAMIC TILE

CTSK. COUNTER SINK

(D) DEMOLISH

D DRYER

D.F. DRINKING FOUNTAIN

D.S. DOWN SPOUT

DIA. DIAMETER

DIM. DIMENSION

DTL. DETAIL

DWG. DRAWING

(E) EXISTING

E.J. EXPANSION JOINT

E.Q. EQUAL

EA. EACH

ABBREVIATIONS

SHEET NUMBERING

OWNER

POWAY USD

15250 AVENUE OF SCIENCE,SAN DIEGO, CA 92128T: 858.521.2800F: 858.486.4197CONTACT: MATTHEW LENZ

ARCHITECTURAL

PBK ARCHITECTS, INC.

11455 EL CAMINO REAL, SUITE 480SAN DIEGO, CA 92130T: 619.695.0400F: 619.695.0346CONTACT: CHUCK FORTE

CODE & STANDARDS

ALL CONTRUCTION AND SERVICES REQUIRED TO PROVIDE THE INSTALLATION OF ORNAMENTAL AND CHAIN-LINK FENCE AND GATES.

NOTE:FIRE SAFETY DURING DEMOLITION AND/OR CONSTRUCTION SHALL COMPLY WITH 2016 CFC CHAPTER 33

SCOPE OF WORK

STATEMENT OF GENERAL CONFORMANCE

DSA NOTES

GENERAL NOTES

DRAWING INDEX

TOTAL SHEETS: XXXX

PROJECT TEAM

DEFERRED APPROVAL ITEMS

NONE

VICINITY MAP RBHS

1. ALL WORK SHALL CONFORM TO 2016 EDITION TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

2. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY A CONSTRUCTION CHANGE DOCUMENT (CCD) APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART I, TITLE 24, CCR

3. A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-32, PART 1, TITLE 24, CCR; CLASS __3__

1. CONSTRUCTION DOCUMENTS DESCRIBE THE PRODUCTS, SYSTEMS, QUANTITIES, CONFIGURATION AND PERFORMANCE SPECIFICATIONS THAT DELIVER THE OVERALL DESIGN INTENT OF THE PROJECT.

2. THE CONSTRUCTION DOCUMENT DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY BOTH.

3. PERFORMANCE BY THE CONSTRUCTION TEAM SHALL BE CONSISTENT WITH THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS NECESSARY TO DELIVER THE INDICATED RESULTS OF THE DESIGN INTENT.

4. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL GOVERNING CODES, ORDINANCES, REGULATIONS AND LAWS.

5. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS AND SCAFFOLDING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.

7. ENACT ALL MEASURES TO PROTECT AND SAFEGUARD ALL EXISTING ELEMENTS TO REMAIN FROM BEING DAMAGED. REPLACE OR REPAIR EXISTING ELEMENTS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO EQUAL OR BETTER CONDITION.

8. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE EXISTING OR NEW STRUCTURAL ELEMENTS SHALL NOT BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, AND STRUCTURAL ENGINEER OF RECORD.

9. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING WORK. REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

10. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCHITECT BEFORE INCORPORATING INTO THE WORK.

11. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE. IF CLARIFICATION IS REQUIRED IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS, CONTACT THE ARCHITECT.

12. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO SITUATIONS THAT ARE THE SAME OR SIMILAR.

13. ALL DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE.14. ALL SPACES WITH FLOOR DRAINS TO HAVE FINISHED FLOORS SLOPED TO DRAIN NOT

TO EXCEED ONE IN FIFTY.15. COORDINATE HOUSEKEEPING PAD DIMENSIONS AND LOCATIONS WITH EQUIPMENT TO

BE INSTALLED.16. ALL DOORS IN INTERIOR GYP. BD STUD WALLS SHALL BE SET 4" OFF THE PERP. ADJ.

WALL ON THE HINGE SIDE OF THE DOOR UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT THE ARCHITECT IF ANY CONFLICTS OCCUR.

17. ALUM. THRESHOLDS TO BE SET IN FULL BED OF SEALANT AT ALL EXT. DOORS.18. COORDINATE ROOF DRAIN LEADER LOCATIONS WITH FLOOR PLAN PRIOR TO SLAB

CONSTRUCTION.19. PROVIDE VINYL REDUCER AT ALL DISSIMILAR FLOOR MATERIALS UNLESS OTHERWISE

NOTED.20. UNLESS OTHERWISE NOTED, ALL ELECTRICAL AND MECHANICAL OPERABLE DEVICES

SHALL BE MOUNTED WITH THE HIGHEST OPERABLE CONTROL AT MAX. OF 42" AFF.21. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING

CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE DSA APPROVED DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CONSTRUCTION CHANGE DOCUMENT, OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED REPAIR WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE REPAIR WORK, PER CAC, 2016, 4-317(c)

PARTIAL LIST OF APPLICABLE CODES

2016 California Administrative Code (CAC) ......................................................................... (Part 1, Title 24, CCR)

2016 California Building Code (CBC) ................................................................................... (Part 2, Title 24, CCR) (2015 International Building Code Volumes 1-2 and 2016 California Amendments)

2016 California Electrical Code (CEC) ................................................................................... (Part 3, Title 24, CCR) (2014 National Electrical Code and 2016 California Amendments)

2016 California Mechanical Code (CMC) .............................................................................. (Part 4, Title 24, CCR) (2015 Uniform Mechanical Code and 2016 California Amendments)

2016 California Plumbing Code (CPC) ................................................................................... (Part 5, Title 24, CCR) (2015 Uniform Plumbing Code and 2016 California Amendments)

2016 California Energy Code (CEC) ....................................................................................... (Part 6, Title 24, CCR)

2016 California Fire Code (CFC) ............................................................................................. (Part 9, Title 24, CCR) (2015 International Fire Code and 2016 California Amendments)

2016 California Green Building Standards Code ................................................................ (Part 11, Title 24, CCR)

2016 California Referenced Standards Code ...................................................................... (Part 12, Title 24, CCR)

Title 19 CCR, Public Safety, State Fire Marshall Regulations

2013 ASME A17.1 Safety Code For Elevators and Escalators

PARTIAL LIST OF APPLICABLE STANDARDS

NFPA 13 Automatic Fire Sprinkler Systems ........................................................................................(2016 Edition)

NFPA 72 National Fire Alarm & Signaling Code .................................................................................(2016 Edition)

NFPA 80 Fire Doors and Other Opening Protectives .........................................................................(2016 Edition)

-Reference Code Section for NFPA Standards - 2016 CBC (SFM) Chapter 35. See Chapter 35 for State of California Admendments to NFPA Standards.

DEMOLITIONDB.01 DEMOLITION SITE PLAN (BHMS)

GENERALGB.00 COVER SHEET (BHMS)

GB.01 SHEET INDEX, NOTES AND DWG CONVENTIONS (BHMS)

GB.02 ACCESSIBILITY SITE PLAN & EGRESS PLAN (BHMS)

GB.03 SPECIFICATIONS (BHMS)

ARCHITECTURALAB.01 OVERALL SITE PLAN (BHMS)

AB.02 ENLARGED SITE PLAN (BHMS)

AB.03 FENCE ELEVATIONS (BHMS)

AB.04 SITE DETAILS (BHMS)

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No. Description Date

PARKING CALCULATION (RBMS)

(E) PARKING LOT A:STANDARD STALLS ......................................... 79VAN ACCESSIBLE STALLS .............................. 03STD ACCESSIBLE STALLS .............................. 02

TOTAL P-LOT 'A' STALLS .................................. 84

(E) PARKING LOT B:STANDARD STALLS ......................................... 51VAN ACCESSIBLE STALLS .............................. 02STD ACCESSIBLE STALLS .............................. 00

TOTAL P-LOT 'A' STALLS .................................. 53

______________________________________________________________________

TOTAL STALLS ON SITE ..................................................... 137

PATH OF TRAVEL (BHMS)

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:THE POT INDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL

REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRCUTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND RESONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANT WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.

ACCESSIBILITY LEGEND

(E) BUILDING NOT IN SCOPE

40'x72' & 12'x40' MODULAR BUILDINGS

(E) PROPERTY LINE

PATH OF TRAVEL

GENERAL ARCH SITE PLAN NOTES

1. REFER TO CIVIL DOCUMENTS2. COORD. ALL SPOT ELEVATIONS AND DIMENSIONS WITH CIVIL, LANDSCAPE, AND

OR STRUCTURAL DOCUMENTS3. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS OF 1 %

MINIMUM, 2 % MAXIMUM AT ALL EXTERIOR PAVED PEDESTRIAN AREAS, INCLUDING BUT NOT LIMITED TO, SIDEWALKS, PATIOS, STAIRS, PAVING, U.N.O.

4. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS OF 5 % FOR A HORIZ. DISTANCE OF 10 FEET AT ALL EXTERIOR NON-PAVED AREAS U.N.O

5. REFER TO CIVIL DOCUMENTS FOR CONCRETE SIDEWALK EXPANSION JOINTS AND CONCRETE SIDEWALK CONTROL JOINTS

6. VERIFY AND CONFIRM ALL JOINT LAYOUTS AT ALL CONCRETE SIDEWALKS WITH ARCH. PRIOR TO POURING OF CONCRETE

7. PROVIDE AND INSTALL CONCRETE SIDEWALK EXPANSION JOINTS AT AREAS NOT SPECIFICALLY INDICATED AT 50 FEET ON-CENTER MAX. U.N.O.

8. PROVIDE AND INSTALL CONCRETE SIDEWALK CONTROL JOINTS AT AREAS NOT SPECIFICALLY INDICATED AT DISTANCES EQUIVALENT TO SIDEWALK WIDTH, BUT NOT TO EXCEED 10 FEET ON-CENTER MAX.

9. VERIFY ALL SITE SIGNAGE LOCATIONS WITH ARCH. PRIOR TO INSTALLATION OF SITE SIGNAGE

DSA CERTIFICATION

BUILDING APPLICATION NO. CERTIFIED

100 LIBRARY 04-110237 YESA-49780 YES

200 CLASSROOM 04-110237 YESA-49780 YES





700 GYM 04-110237 YESA-49780 YES

800 MULTIPURPOSE A-49780 YES

00 SERVICE 04-110237 YESA-49780 YES

RELOCATABLE APPLICATION NO. CERTIFIED

N1 CLASSSROOM 04-110237 YESA-49780 YES

N2 CLASSSROOM 04-110237 YES04-110069 YES

N3 CLASSSROOM A-49780 YES






S1 CLASSROOM 04-110237 YESA-49780 YES

S2 CLASSROOM 04-110237 YES04-110069 YES

3

AB.02

(E) Bldg 30004-110237

(E) BLDG 20004-110237

(E) Reloc N8 - N1104-49780

(E) Reloc N1, N204-110237

(E) BHMS FIELD

RANCHO BERNARDO HIGH SCHOOL

(E) Bldg 40004-110237 (E) Bldg 500

04-110237

(E) LIBRARYBldg 10004-110237

(E)

N3 -

N7

04-

497

80

(E) Bldg 90004-110237

(E) Reloc S1, S204-110237

(E) GYMBldg 70004-110237(E

) R

elo

c S

3 -

S7

04-

497

80

(E) Reloc S8 - S1204-49780

(E) MUPBldg 80004-49780

(E) ADMIN Bldg 60004-110237

(E) LOCKERSBldg 70004-110237

FH

(E) FH

(E) FH

FH

(E) FH

FH

(E) FIRE LANE

(E) FIRE LANE

(E) FIRE LANE

(E)

FIR

E L

AN

E

(E)

FIR

E L

AN

E

(E) FIRE LANE

(E)

FIR

E L

AN

E

(E) FIRE LANE

(E)

FIR

E L

AN

E

1

DB.01

(E) PARKING LOT A04-110237

(E) RBHS PARKING LOT

(E) PARKING LOT B04-110237

GB.02

30

(E) K

(E) RBHSPAC

95% AREA OF REFUGE26,534 SF

5% AREA OF REFUGE 1,397 SF

(E) FIRE LANE

K

K

9'-0" 9'-0" 9'-0" 5'-0" 9'-0" 9'-0" 9'-0" 9'-0"

19'

- 9

"

WID

TH

WIDE FIRE LANE

K KNOX BOX EXISTING (E) K WHERE NOTED

AREA OF REFUGE

FIRE ACCESS LEGEND

OCCUPANCY LOAD

BLDG 100 LIBRARY 12,100 SQFT 50 OFL = 242 OLBLDG 200 CLASSROOMS 10,031 SQFT 20 OFL = 502 OLBLDG 300 CLASSROOMS 10,031 SQFT 20 OFL = 502 OLBLDG 400 CLASSROOMS 10,203 SQFT 20 OFL = 510 OLBLDG 500 CLASSROOMS 17,632 SQFT 20 OFL = 882 OLBLDG 600 ADMINISTRATION 5,600 SQFT 100 OFL = 56 OLBLDG 700 GYMNASIUM 8,832 SQFT 7 OFL = 1,262 OLBLDG 700 LOCKERS 5,808 SQFT 50 OFL = 116 OLBLDG 800 MULTI. PURPOSE 5,760 SQFT 20 OFL = 288 OLBLDG 900 STORAGE 3,088 SQFT 300 OFL = 10 OLRELOC S1,S2 CLASSROOMS 6,240 SQFT 20 OFL = 312 OLRELOC S8-S12 CLASSROOMS 5,929 SQFT 20 OFL = 296 OLRELOC N1-N7 CLASSROOMS 6,240 SQFT 20 OFL = 312 OLRELOC N8-N11 CLASSROOMS 4,960 SQFT 20 OFL = 296 OL

TOTAL 5,586 OL

TOTAL AREA OF DISPERSAL (OL x 5 SF) TOTAL 27,930 SF

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No. C-28195

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DRAWN BY:

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PROJECT NUMBER

CLIENT

ARCHITECTURE


Ontario, CA 91761909-937-9200 P909-937-6161 F

PBK.com

IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT

FILE NO.

ACS ______ FLS ______ SS ______

DATE ________________________

APPL.

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ARCHITECT

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GB.02

ACCESSIBILITY SITEPLAN & EGRESS

PLAN (BHMS)

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ACCESSIBILITY KEYED NOTES` Description

NORTH

DEMOLITION KEY NOTES` Description


1" = 60'-0"6 Access Plan (BHMS)

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1/16" = 1'-0"30 PARKING LOT AT (E) BLDG S8 - S12 (BHMS)

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No. C-28195

CHECKED BY:

REVISIONS

DRAWN BY:

DATE:

PROJECT NUMBER

CLIENT

ARCHITECTURE


Ontario, CA 91761909-937-9200 P909-937-6161 F

PBK.com


FILE NO.

ACS ______ FLS ______ SS ______

DATE ________________________

APPL.

ENGINEER

ARCHITECT

37-H14

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11/1

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GB.03

SPECIFICATIONS(BHMS)

Checker

Author

OCTOBER 24, 2019

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SECTION 32 31 20 DECORATIVE GALVANIZED METAL FENCES AND GATES WITH POWDER COAT

PART 1 GENERAL

1.1 SUMMARYA. Section includes requirements including but not limited to:

1. Decorative metallic coated steel tubular picket fences.2. Swing gates.3. Accessories necessary for a complete installation.

B. Related Sections:1. Section 03 30 00: Cast-In Place Concrete.

1.2 PERFORMANCE REQUIREMENTSA. Lightning-Protection System: Maximum grounding resistance value of 25 ohms under normal dry conditions.B. Bonding to Lightning Protection System: If fence terminates at lightning-protected building or structure, ground the fence and bond the fence grounding conductor to lightning protection down conductor or lightning protection grounding conductor complying with NFPA 780.C. Gates that are part of the accessible route shall meet all the requirements of an accessible door in compliance with CBC Section 11B-404.

1.3 SUBMITTALSA. Product Data: Technical data for metal gates and accessory items.B. Shop Drawings - Submit plans, elevations, sections, details, and attachment of gate to adjacent work:

1. Indicate locations of footings, sizes of members, and construction details.2. Indicate gate post, foundation, and gate hinge details for the specific installation.

C. Samples - For each fence material and for each color specified:1. Provide Samples 12 inches (300 mm) in length for linear materials with powder coat finish.

D. Reports: 1. Field quality control reports.2. Product Test Reports: For decorative metallic coated steel tubular picket fences, including finish, indicating compliance with referenced standards.

1.4 QUALITY ASSURANCEA. Regulatory Requirements:

1. Accessibility Requirements - Comply with applicable requirements:a. CBC 2016 California Building Code. CCR Title 24, Part 2, as adopted and amended by DSA.b. U.S. Architectural and Transportation Barriers Compliance Board Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG) 2010.

B. Installer Qualifications: Fabricator of products, having minimum 5 years documented experience.

PART 2 PRODUCTS

2.1 DECORATIVE METALLIC-COATED-STEEL TUBULAR PICKET FENCESA. Decorative Metallic Coated Steel Tubular Picket Fences: Comply with ASTM F 2408 for light industrial (commercial) application (class) unless otherwise indicated.B. Posts:

1. End and Corner Posts: Square tubes 3 inches by 3 inches (64 mm by 64 mm) formed from 0.108 inch (2.74 mm) nominal thickness, metallic coated steel sheet or formed from 0.105 inch (2.66 mm) nominal thickness steel sheet and hot dip galvanized after fabrication.2. Posts at Swing Gate Openings: Square steel tubing 4 inches by 4 inches (76 mm by 76 mm) with 3/16 inch (4.76 mm) wall thickness, hot dip galvanized.

C. Post Caps: Formed from steel sheet and hot dip galvanized after forming.D. Rails - Square tubes:

1. Size: 2 inches (50.8mm) by 2 inches (50.8mm)], unless otherwise indicated on Drawings.2. Metal and Thickness: 0.079 inch (2.01 mm) nominal thickness, metallic coated steel sheet or 0.075 inch (1.90 mm) nominal thickness, uncoated steel sheet, hot dip galvanized after fabrication.

E. Pickets - Round tubes:1. Extend pickets beyond top rail as indicated and terminate with galvanized steel caps. 2. Picket Spacing: 3 ¾ inches clear, maximum.

F. Fasteners: Tamperproof, corrosion resistant, color coated fasteners matching fence components with resilient polymer washers.G. Metallic Coated Steel Sheet: Galvanized steel sheet or aluminum zinc, alloy coated steel sheet.

2.2 STEEL AND IRONA. Plates, Shapes, and Bars: ASTM A 36/A 36M.B. Bars (Pickets): Hot rolled, carbon steel complying with ASTM A 29/A 29M, Grade 1010.C. Tubing: ASTM A 500/A 500M, cold formed steel tubing.E. Galvanized Steel Sheet: ASTM A 653/A 653M, structural quality, Grade 50 (Grade 340), with G90 (Z275) coating.

2.3 COATING MATERIALSA. Epoxy Primer for Galvanized Steel: Epoxy primer recommended in writing by topcoat manufacturer.

2.4 MISCELLANEOUS MATERIALSA. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.B. Concrete: Normal weight, air entrained, ready mix concrete complying with requirements in Section 03 30 00: Cast-In-Place Concrete with a minimum 28 day compressive strength of 3000 psi (20 MPa), 3 inch (75 mm) slump, and 1 inch (25 mm) maximum aggregate size or dry, packaged, normal weight concrete mix complying with ASTM C 387/C 387M mixed with potable water according to manufacturer's written instructions.

2.5 GROUNDING MATERIALSA. Grounding Connectors and Grounding Rods - Comply with UL 467:

1. Connectors for Below Grade Use: Exothermic welded type.2. Grounding Rods: Copper clad steel.3. Size: 5/8 by 96 inches (16 by 2440 mm).4. Color and Gloss: Selected by Architect.

2.7 METALLIC COATED STEEL FINISHESA. Galvanized Finish: Clean welds, mechanical connections, and abraded areas, and repair galvanizing to comply with ASTM A 780/A 780M.B. Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other contaminants. After cleaning, apply a zinc-phosphate conversion coating suited to the organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas, and repair galvanizing to comply with ASTM A 780/A 780M.C. Powder Coating - Immediately after cleaning and pretreating, apply TGIC polyester powder coat finish, with a minimum dry film thickness of 2 mils (0.05 mm):

1. Color and Gloss: Selected by Architect.2. Immediately after cleaning and pretreating, apply two-coat finish consisting of zinc rich epoxy prime coat and TGIC polyester topcoat. Comply with coating manufacturer's written instructions to achieve a minimum total dry film thickness of 4 mils (0.10 mm).3. Comply with surface finish testing requirements in ASTM F 2408 except change corrosion resistance requirement to 3000 hours without failure.

PART 3 EXECUTION

3.1 EXAMINATIONA. Examine areas and conditions for compliance with requirements for site clearing, earthwork, pavement work, construction layout, and other conditions affecting performance of the work.B. Do not begin installation before final grading is completed unless otherwise permitted by Architect.C. Proceed with installation after correcting unsatisfactory conditions.

3.2 PREPARATIONA. Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 50 feet or line of sight between stakes. Indicate locations of utilities, lawn sprinkler system, underground structures, benchmarks, and property monuments.

3.3 DECORATIVE FENCE INSTALLATIONA. Post Setting - Set posts in concrete at indicated spacing into firm, undisturbed soil:

1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in position during setting with concrete or mechanical devices.2. Concrete Fill - Place concrete around posts and sleeves and vibrate or tamp for consolidation. Protect aboveground portion of posts from concrete splatter:

a. Exposed Concrete: Extend 2 inches (51 mm) above grade. Finish and slope top surface to drain water away from post at landscape areas.3. Posts Set in Concrete: Extend post to within 6 inches (150 mm) of specified excavation depth, but not closer than 3 inches (75 mm) to bottom of concrete.

3.4 GATE INSTALLATIONA. Install gates according to manufacturer's written instructions, level, plumb, and secure for full opening without interference. Attach hardware using tamper resistant or concealed means. Install ground set items in concrete for anchorage. Adjust hardware for smooth operation and lubricate where necessary.

3.5 GROUNDING AND BONDINGA. Fence Grounding - Install at maximum intervals of 1500 feet (450 m) except as follows:

1. Fences within 100 Feet (30 m) of Buildings, Structures, Walkways, and Roadways: Ground at maximum intervals of 750 feet (225 m):a. Gates and Other Fence Openings - Ground fence on each side of opening:

1) Bond metal gates to gate posts.2) Bond across openings, with and without gates, except at openings indicated as intentional fence discontinuities. Use No. 2 AWG wire and bury it at least 18 inches (460 mm) below finished grade.

B. Protection at Crossings of Overhead Electrical Power Lines: Ground fence at location of crossing and at a maximum distance of 150 feet (45 m) on each side of crossing.C. Grounding Method: At each grounding location, drive a grounding rod vertically until the top is 6 inches (150 mm) below finished grade. Connect rod to fence with No. 6 AWG conductor. Connect conductor to each fence component at grounding location.D. Bonding Method for Gates: Connect bonding jumper between gate post and gate frame.E. Connections - Make connections so possibility of galvanic action or electrolysis is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact are galvanically compatible:

1. Use electroplated or hot tin coated materials to ensure high conductivity and to make contact points closer in order of galvanic series.2. Make connections with clean, bare metal at points of contact.3. Make aluminum-to-steel connections with stainless-steel separators and mechanical clamps.4. Make aluminum-to-galvanized-steel connections with tin-plated copper jumpers and mechanical clamps.5. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces.

F. Bonding to Lightning Protection System: If fence terminates at lightning protected building or structure, ground the fence and bond the fence grounding conductor to lightning protection down conductor or lightning protection grounding conductor, complying with NFPA 780.

3.6 FIELD QUALITY CONTROLA. Testing Agency - Owner will engage a qualified testing agency to perform tests and inspections:

1. Grounding Resistance Tests: Subject completed grounding system to a megger test at each grounding location. Measure grounding resistance not less than two full days after last trace of precipitation, without soil having been moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural grounding resistance. Perform tests by two point method according to IEEE 81.

3.7 ADJUSTINGA. Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding.B. Lubricate hardware and other moving parts.

END OF SECTION 32 31 20

SECTION 03 30 00 CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARYA. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:

1. Footings2. Exterior paving

1.3 DEFINITIONSA. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements.

1.4 SUBMITTALSA. Product Data: For each type of product indicated.B. Design Mixtures:

1. For each concrete mixture, submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments:

a. Indicate amounts of mixing water to be withheld for later addition at Project site.C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement.D. Samples: For vapor retarder.E. Certificates: Weighmaster’s Certificates.F. Material Certificates:

1. For each of the following, signed by manufacturers:a. Cementitious materials.b. Repair materials.

G. Material Test Reports: 1. For the following, from a qualified testing agency, indicating compliance with requirements:

a. Aggregates: Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity.

1.5 QUALITY ASSURANCEA. Codes and Standards:

1. Comply with provisions of following codes, specifications and standards, except where more stringent requirements are shown or specified:a. CBC 2016 California Building Code (CCR Title 24, Part 2, as adopted and amended by DSA).

B. Manufacturer Qualifications: 1. A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment:

a. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."C. Source Quality Control: Furnish Weighmaster’s Certificates for all concrete.D. Welding Qualifications: Qualify procedures and personnel according to AWS D1.4/D 1.4M, "Structural Welding Code - Reinforcing Steel."E. ACI Publications:

1. Comply with the following unless modified by requirements in the Contract Documents:a. ACI 301, "Specifications for Structural Concrete," b. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."c. ACI 305R, “Hot Weather Concreting”.d. ACI 306R, “Cold Weather Concreting”.e. ACI 308, “Standard Practice for Curing Concrete”.f. ACI 318-14, “Building Code Requirements for Reinforced Concrete”.

F. Concrete Testing Service: Engage a qualified independent testing agency approved by DSA to perform material evaluation tests and to design concrete mixtures.

1.6 DELIVERY, STORAGE, AND HANDLINGA. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

PART 2 PRODUCTS

2.1 FORM-FACING MATERIALSA. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.B. Form-Release Agent:

1. Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces:

a. Formulate form-release agent with rust inhibitor for steel form-facing materials.

2.2 STEEL REINFORCEMENTA. Reinforcing Bars: ASTM A 615/A 615M, Grade 40 for #4 bars and smaller, Grade 60 for #4 5 bars and larger, using deformed bars for #3 and larger.B. Welded Reinforcing Bars: Low-Alloy-Steel Reinforcing Bars, ASTM A 706/A 706M, deformed.C. Do not use reinforcement having any of the following defects:

1. Bar lengths, depths, or bends exceeding the specified fabricating tolerances.2. Bends or kinks not indicated on the Drawings or required for this Work.3. Bars with cross-section reduced due to excessive rust or other causes.

2.3 REINFORCEMENT ACCESSORIESA. Bar Supports:

1. Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

2.4 CONCRETE MATERIALSA. Cementitious Material:

1. Use the following cementitious materials, of the same type, brand, and source, throughout Project:a. Portland Cement:

1) ASTM C 150, Type I/II. Supplement with the following:a) Fly Ash: ASTM C 618, Class F.

B. Normal-Weight Aggregates: 1. ASTM C 33:

a. Maximum Coarse-Aggregate Size: 3/4-inch nominal maximum aggregate size.b. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94 and potable.

2.5 ADMIXTURESA. Air-Entraining Admixture: ASTM C 260.B. Chemical Admixtures:

1. Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride:

a. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.b. Retarding Admixture: ASTM C 494/C 494M, Type B.c. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.d. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.e. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.f. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

2.6 RELATED MATERIALSA. Exterior Concrete Walks: Provide a capillary break consisting of 2” of clean dry sand, ASTM C33, evenly spread on top of the compacted subgrade.

2.7 CONCRETE MIXTURES, GENERALA. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301:

1. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures.2. All concrete mix designs shall be prepared and stamped by a California registered Civil Engineer.

B. Cementitious Materials: 1. Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:

a. Fly Ash: 15 to 25 percent.

2.8 CONCRETE MIXTURES FOR FENCE FOOTINGSA. Footings:

1. Proportion normal-weight concrete mixture as follows:a. Minimum Compressive Strength: 3000 psi at 28 days unless otherwise noted.b. Maximum Water-Cementitious Materials Ratio: 0.55.c. Minimum Cementitious Materials Content: 5.5 sacks of cement per cubic yard.d. Slump Limit: 4 inches, plus or minus 1 inch.

2.9 FABRICATING REINFORCEMENTA. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

2.10 CONCRETE MIXINGA. Ready-Mixed Concrete:

1. Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information:a. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

SECTION 03 30 00 CAST-IN-PLACE CONCRETE -CONTINUED

PART 3 EXECUTION

3.1 STEEL REINFORCEMENTA. General:

1. Comply with CRSI's "Manual of Standard Practice" for placing reinforcement:a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.b. Clean reinforcement and remove loose dust and mill scale, earth, oil, and other materials which reduce bond or destroy bond with concrete.c. Position, support, and secure reinforcement against displacement by forms, construction, and the concrete placement operations. Provide metal chairs, dobies, or other aids manufactured for this purpose.d. Place reinforcement to obtain the required concrete coverages for concrete protection.

3.24 JOINTSA. General: Construct joints true to line with faces perpendicular to surface plane of concrete.B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.C. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate one-half of dowel length to prevent concrete bonding to one side of joint.

3.3 CONCRETE PLACEMENTA. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed.B. Do not add water to concrete during delivery, at Project site, or during placement unless approved by Architect.C. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation:

1. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner to avoid inclined construction joints.2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate.

E. Hot-Weather Placement: 1. Comply with ACI 301 and as follows:

a. Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option.b. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas..

3.4 FINISHING EXTERIOR PAVEMENTA. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Except as may be shown otherwise on the drawings, provide the following finishes at the indicated locations. B. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.

3.5 FIELD QUALITY CONTROLA. Testing and Inspecting: Owner will engage a qualified testing and inspecting agency to perform tests and inspections, and prepare and submit reports.B. Inspections:

1. Steel reinforcement placement.2. Steel reinforcement welding.3. Headed bolts and studs.4. Verification of use of required design mixture.5. Concrete placement, including conveying and depositing.6. Curing procedures and maintenance of curing temperature.7. Verification of concrete strength before removal of shores and forms from beams and slabs.

END OF SECTION 03 30 00

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(E) LIGHT POLE AND FOUNDATION

(E) CONCRETE PAVING

(E) CHAIN LINK FENCE TO REMAIN

REMOVE (E) CHAIN LINK FENCE AND 18" DIA X 36" DEEP FOOTINGS

TRIM (E) 6' HIGH BUSHES TO ALLOW FOR INSTALLATION OF METAL FENCE

(E) LANDSCAPE

(E) LANDSCAPE

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REMOVE (E) LANDSCAPING AND EXCAVATE (E) SLOPE TO GRADES SHOWN

REMOVE (E) CHAIN LINK FENCE, GATE AND 18" DIA X 36" DEEP FOOTINGS

REMOVE (E) CHAIN LINK GATES AND 18" DIA X 36" DEEP FOOTINGS

(E) CONCRETE CURB

(E) LANDSCAPE

T.O.C

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(E) BLDG 700GYMNASIUM

T.O.C

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REMOVE (E) CONCRETE PAVING

(E) CONCRETE PAVING

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0"

5' - 2"

REMOVE (E) LANDSCAPING AND ADJUST GRADE PER ELEVATION

CENTERLINE OF (N) FENCE

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REMOVE (E) CHAIN LINK FENCE AND 18" DIA X 36" DEEP FOOTINGS

(E) PAC @ RANCHO BERNARDO H.S.

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CLIENT

ARCHITECTURE


Ontario, CA 91761909-937-9200 P909-937-6161 F

PBK.com


FILE NO.

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DATE ________________________

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DB.01

DEMOLITION SITEPLAN (BHMS)

Checker

Author

OCTOBER 24, 2019

19106


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1/8" = 1'-0"1 DEMO PLAN AT PAC NORTH (BHMS)

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AB.02

(E) Bldg 300

(E) BLDG 200

(E) Reloc N8 - N11

(E) Reloc N1, N2

B.H.M.S(E) FIELD

RANCHO BERNARDO HIGH SCHOOL

(E) Bldg 400

(E) Bldg 500

(E) LIBRARYBldg 100

(E)

Relo

c N

3 -

N7 (E) Bldg 900

(E) Reloc S1, S2

(E) GYMBldg 700

(E)

Relo

c S

3 -

S2

(E) Reloc S8 - S12

(E) MUPBldg 800

(E) ADMINBldg 600

(E) LOCKERSBldg 700

1

DB.01

(N) WORK PLAN

DEMOLITION PLAN

LIMITS OF WORK

R.B.H.S.(E) PAC

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DRAWN BY:

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CLIENT

ARCHITECTURE


Ontario, CA 91761909-937-9200 P909-937-6161 F

PBK.com


FILE NO.

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AB.01

OVERALL SITEPLAN (BHMS)

Checker

Author

OCTOBER 24, 2019

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1" = 50'-0"1 Site Plan (BHMS)


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6'-0"

2'-4"

21'-8

"

21'-8"

2'-4

"

10"

20'-0

"10

"

CENTERLINE OF FENCER 27' - 8

"

10"

10"

20' - 0"

6'-0"

6'-8"

AB.03

AB.03

15

5

AB.03

8

AB.03

6

5'-4

"5'

-4"

3 F

EN

CE

PA

NE

LS

@ 6

'-4"

EA

19'-0

"2'

-8"

6"6"2'

-8"

6'-4

"6'

-4"

6'-4

"

3'-0"

8"

6'-0" 8'-0" 8'-0"8'-0

"8'

-0"

8'-0

"

4"

AB.0317

AB.03

AB.03 11

18

4 F

EN

CE

PA

NE

LS

@ 8

'-0"

EA

32'-0

"5'

-4"

4 F

EN

CE

PA

NE

LS

@ 8

'-0"

EA

32'-0

"

90.00°

7'-4"

7'-4"

7'-0"

7'-0"

7'-4"

7'-4"

4"

T.O.P

+3'-0"

T.O.P

+3'-0"

T.O.P

+3'-0"

T.O.P

+3'-0"

T.O.C

+4'-0"

T.O.G

+8'-6"

T.O.C

+4'-4"

T.O.C

+8'-0"

T.O.G

+8'-0"

T.O. (E) G

+10'-0"

(E) GYMNASIUM

(E) PAC

T.O.P

+0'-0"

T.O.C

+8'-0"

STEEL FENCING, TYP

STEEL GATES TYP

STEEL GATES, TYP

STEEL FENCING, TYP

STEEL FENCING, TYP

(E) LIGHT POLE AND BASECONCRETE PAVING

(E) CONCRETE PAVING

STEEL FENCING, TYP

STEEL FENCING, TYP

(E) LANDSCAPING

(E) CONCRETE PAVING

(E) CONCRETE CURB

(E) FIRE HYDRANT

5'-4

"

5'-9"

(E) CONCRETE PAVING

(E) CONCRETE PAVING

(E) LANDSCAPING

(E) LANDSCAPING

(E) LANDSCAPING

(E) LANDSCAPING

(E) CHAINLINK FENCE TO REMAIN

(E) CONCRETE ACCESSIBLE RAMP

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No. C-28195

CHECKED BY:

REVISIONS

DRAWN BY:

DATE:

PROJECT NUMBER

CLIENT

ARCHITECTURE


Ontario, CA 91761909-937-9200 P909-937-6161 F

PBK.com


FILE NO.

ACS ______ FLS ______ SS ______

DATE ________________________

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AB.02

ENLARGED SITEPLAN (BHMS)

Checker

Author

OCTOBER 24, 2019

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1/8" = 1'-0"3 FENCE PLAN AT PAC NORTH (BHMS)


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11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0"

8

AB.04

16' - 0" 16' - 0" 16' - 0"

14' - 2"

12' - 4"

FACE OF (E) BUILDING 700

(E) CONCRETE SIDEWALK

STEEL FENCE, GALV, POWDER COAT

STEEL GATES, GALV, POWDER COAT

(N) GRADE (E) CONCRETE SIDEWALK

8' - 0"

4' - 4"

15' - 4"

11' - 0"

14' - 2"

13' - 0"

11' - 0"11' - 0" 11' - 0"

16' - 6" 16' - 6" 16' - 6"16' - 6"16' - 6"16' - 6"

3' - 0"

8

AB.04

4

AB.04

6

AB.04

4

AB.04

1

AB.04

(E) CONCRETE SIDEWALK

STEEL FENCE, GALV, POWDER COAT

STEEL GATES, GALV, POWDER COAT

(E) CONCRETE CURB (N) GRADE

FACE OF P.A.C.

11' - 0"

3' - 0"

4

AB.04

REMOVE MOUND TO ALIGN W/ ADJCENT SIDEWALK

12' - 0"

16' - 0" 16' - 0" 16' - 0"

7' - 6"

BUILDING 700 (GYM) - BEYOND

LINE OF GRADE IN FRONT OF FENCE

SIDEWALK

4

AB.04

12' - 4"

4' - 4"

3' - 0"

12' - 2" 12' - 0" 11' - 6"

11' - 0"11' - 2"11' - 4"

11' - 8"

(E) LIGHT POLE AND CONCRETE POLE

(E) CHAINLINK FENCE 8 FOOT MIN HIGH STEEL FENCE, TYP

4

AB.04

2

AB.04

1

AB.04

4

AB.04

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No. C-28195

CHECKED BY:

REVISIONS

DRAWN BY:

DATE:

PROJECT NUMBER

CLIENT

ARCHITECTURE


Ontario, CA 91761909-937-9200 P909-937-6161 F

PBK.com


FILE NO.

ACS ______ FLS ______ SS ______

DATE ________________________

APPL.

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ARCHITECT

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AB.03

FENCE ELEVATIONS(BHMS)

Checker

Author

OCTOBER 24, 2019

19106


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1/4" = 1'-0"8 FENCE S.W. ELEVATION AT FIELD (BHMS)

1/4" = 1'-0"15 FENCE NORTH ELEVATION AT BUILDING 700 (BHMS)

1/4" = 1'-0"5 FENCE ELEVATION AT PAC (BHMS)

1/4" = 1'-0"6 FENCE WEST ELEVATION AT PAC (BHMS)


1/4" = 1'-0"17 FENCE EAST ELEVATION AT BUILDING 700 (BHMS)

1/4" = 1'-0"11 FENCE WEST ELEVATION AT FIELDS (BHMS)

1/4" = 1'-0"18 FENCE SOUTH ELEV AT BLDG 700 (BHMS)

HSS 4" x 4" x 3/16" POST, TYP.

5/8" DIA. x STEEL PICKET, TYP.

PER PLAN, 8'-0" MAX

3"

HSS 2" x 2" x 3/16" STEEL FRAME

1'-6"

NOTES:

1. HOT DIP GALVANIZE FENCE PANELS AND POSTS PRIOR TO INSTALLATION.

2. SEE DETAIL 26/- FOR WELDING SCHEDULE

8'-2

"

2"7'

-8"

4"4"7'

-8"

2"

8'-2

"

25

AB.04

3'-9

"

4" TYPEQ EQ

3"

1'-6"

3'-9

"


HINGE POST

HINGE

GATE END

CANE BOLT AND CASTER

CONC. FOOTING

NOTES:

1. PROVIDE 5LB. MAX OPERATING PRESSURE.2. HOT DIP GALVANIZE FENCE PANELS, POSTS AND GATES

PRIOR TO INSTALLATION3. SEE DETAIL 26/- FOR WELDING SCHEDULE

25

AB.04

3"

1'-6"

3'-9

"

(E) CONCRETE PAVING

PER PLAN

8'-0

"2"

4"





9

AB.04

HEAVY DUTY GATE HINGE, 7" BARREL STYLE. 3 PER GATE LEAF (TOTAL CAPACITY 1,350 LBS)

4" TYPEQ EQ

ELEVATION VIEW

PLAN VIEW

F.O (E) BUILDING

3'-0" MAX

PER PLAN2'-4" TYP

2" MIN

NOTES:

1. SEE DETAIL 4/- FOR ADDITIONAL INFORMATION.2. HOT DIP GALVANIZE FENCE PANELS AND POSTS PRIOR

TO INSTALLATION3. SEE DETAIL 26/- FOR WELDING SCHEDULE

3"

1'-6"

25

AB.04

3'-9

"





4"

033053.06-S Rev 04/18

(E) CONC DRILLED TO ACCEPT STEEL DOWELS

"D"

PREPARED SUBGRADE

NOTE:EXPANSION JOINTS TO BE PROVIDED @ 20'-0"OC MIN U.N.O.

1/4" RADIUS CONT TOOLED JOINT, TYP

SELF LEVELING SEALANT OVER EXPANSION JOINT FILLER, PER SPEC

1/2"7"

1/2"7"

#4 STEEL DOWEL @ 24"OC SET IN NON-SHRINK GROUT

(EXISTING)

CAPPED STEEL SLEEVE TO ALLOW MOVEMENT

CONCRETE PAVING AT SIDEWALKS4" THICK.

MIN DEPTH = 4" U.N.O.MIN STRENGTH = 2,500 PSI U.N.O.

HSS 4"x4"x1/8" POST, TYP.

5/8" DIA. X STEEL PICKET, TYP.

PER PLAN, 8'-0" MAXHSS 2"x2"x1/8" STEEL FRAME

NOTES:

1. SEE DETAIL 4/- FOR ADDITIONAL NOTES2. SEE DETAIL 26/- FOR WELDING SCHEDULE

7'-8

"

PE

R F

EN

CE

ELE

VA

TIO

NS

8'-0

"

3"

1'-6"

25

AB.04

3'-9

"

HSS 2"x2"x1/8" STEEL FRAME

ELEVATION VIEW

E) LIGHT POLE

NOTES:

1. SEE DETAILS 1, 4/- FOR ADDITIONAL INFORMATION2. HOT DIP GALVANIZE FENCE PANELS AND POSTS PRIOR TO

INSTALLATION3. SEE DETAIL 26/- FOR WELDING SCHEDULE

E) LIGHT POLE FOUNDATION

3"

1'-6"

25

AB.04

3'-9

"





4"

4"

6"

FIE

LD

VE

RIF

Y

2" MIN

8'-0

"

4"

1'-6"

3'-9

"

3"

HSS 4 x 4 x 3/16 FENCE POST, TYP

PL 10" x 1/4" x 0'-10"

CONCRETE FOOTING

TYP EA LEG 3/16

SLOPE TO DRAIN

(3) # 3 BARS @ 2" O.C. TOP

(3) # 3 BARS @ EQ SPACED

(4) # 4 BARS EQ SPACE

3"

GA

P

4"1'

-0"

PIPE SLEEVE TO RECEIVE A 3/4" O.D. ROD

3/4" CANE ROD

DRILL HOLE IN CONCRETE TO RECEIVE 3" LONG PIPE SLEEVE SET IN NON-SHRINK GROUT, ONE HOLE EA. FOR OPEN AND CLOSE POSITIONS

1"6"

8"

1'-9

"4"

4"

1/4" STEEL PLATE

1/2" STEEL KEEPER PLATE

SPRING LOADED GATE CASTER (200 LB CAPACITY)

STEEL GATE FRAME

PIPE SLEEVE TO RECEIVE 3/4" O.D. ROD

1/2" STL PLATE

1/4" THICK STEEL PLATE

3/4" DIA LOCK HOLE

NOTE: CAN BOLTS NOT ARE NOT TO BE USED ON EGREES GATES.

4"

1" 1"

2"

3"

3/4" O.D. ROD

1"

1"

GATE LEAFGATE LEAF

HSS 4"x4"x1/8" POST, TYP.

5/8" DIA. X STEEL PICKET, TYP.

HSS 2"x2"x1/8" STEEL FRAME

TYP1/8

.

.

1/8

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No. C-28195

CHECKED BY:

REVISIONS

DRAWN BY:

DATE:

PROJECT NUMBER

CLIENT

ARCHITECTURE


Ontario, CA 91761909-937-9200 P909-937-6161 F

PBK.com


FILE NO.

ACS ______ FLS ______ SS ______

DATE ________________________

APPL.

ENGINEER

ARCHITECT

37-H14

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11/1

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AB.04

SITE DETAILS(BHMS)

Checker

Author

OCTOBER 24, 2019

19106


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1/2" = 1'-0"4 ORNAMENTAL FENCE (BHMS)

1/2" = 1'-0"6 ORNAMENTAL DOUBLE SWING GATES (BHMS)

1/2" = 1'-0"1 END POST AT (E) BUILDING (BHMS)

3" = 1'-0"27 CONC EXP JOINT @ (E)


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1/2" = 1'-0"8 ORNAMENTAL FENCE @ SLOPES (BHMS)

1/2" = 1'-0"2 END POST AT (E) POLE (BHMS)

1" = 1'-0"25 STEEL FENCE FOOTING (BHMS)

1 1/2" = 1'-0"9 CANE BOLT ELEVATION (BHMS)

3" = 1'-0"21 CANE BOLT SECTION (BHMS)

1 1/2" = 1'-0"26 WELDING SCHEDULE (BHMS)