Embed Size (px)
Citation preview
A-1
D125
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
18'-6"
SPOT COORDINATE
KEY NOTE
BREAK LINE
MATCH LINE
SEE XX/X-XXX
EQUIPMENT DESIGNATION
TOILET ACCESSORY SYMBOL
GRAPHIC SCALE
ROOM NAME AND NUMBER
SPOT ELEVATION
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.
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
N - 58' 2"E - 150' 11"
1
A-100
SECTION CALLOUT SYMBOL
A
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
TRUE NORTH
105 FWY / IMPERIAL HWY
THE LEARNING CONNECTIONM
AIN
ST
.
IMPERIAL AVE.
MAPLE AVE.
PALM AVE.
MARIPOSA AVE.
VIR
GIN
IA S
T.
RIC
HM
ON
D S
T.
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.
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
19-34
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__
BUILDING
GROUP
OCCUPANCY
CLASS
NO. OF
STORIES
TYPE OF
CONSTRUCTION
ALLOWANCE
SQ. FOOTAGE
ACTUAL SQ.
FOOTAGE
BLDG 'B' E 1 VB 9,500 ??
BLDG '?' E 1 VB 9,500 ??
BLDG 'C'(TOILET)
E 1 VB 9,500 ??
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)
.
te
cEkra
M
A a r
t
3 -1 20 1 9
5.NER
-
A
CT
ET
HCREDSNE
CIL
I
C L F
IN
RFO
E
AT
S
T
A
A
OI
No. C-28195
NORTHKEY PLAN
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
FILE NO.
ACS ______ FLS ______ SS ______
DATE ________________________
APPL.
ENGINEER
ARCHITECT
19-34
00-0000
PARKINGLOT
A
BC
6/1
2/2
01
8 2
:44:4
3 P
M
C:\U
sers
\aro
drig
uez\D
ocum
ent s
\17
163_
Ric
hm
ond E
S D
aycare
_aro
drigu
ez.r
vt
TH
E L
EA
RN
ING
CO
NN
EC
TIO
N
G0.01
SHEET INDEX,DRAWING
CONVENTIONS, ANDVICINITY MAP
Checker
Author
Issue Date
17163
CLIENT NAME
640
Virg
inia
St.
El S
egun
do, C
A 9
0 245
DRAWING CONVENTIONS
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 RECEPTACL
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
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
SIM SIMILAR
SPC SPECIAL COATING SYSTEM
SPEC SPECIFICATION (S)
SQ. SQUARE
SS / SS. STL. STAINLESS STEEL
STL STEEL
STRUC / STRUCT STRUCTURAL
SUSP SUSPENDED
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
MFR. / MANUF. MANUFACTURE (R)
MH. MANHOLE
MIN. MINIMUM
MISC. MISCELLANEOUS
MOD MODULAR
MTL METAL
MTP. METAL TOILET PARTITION
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. ATHORITY HAVING JURISDICTION
A/C AIR CONDITIONING
ACP. ACOUSTICAL PANEL
ACT. ACOUSTICAL TILE
ADJ. ABADJUSTABLE
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 DRYER
D.F. DRINKING FOUNTAIN
D.P. DAMPPROOFING
D.S. DOWN SPOUT
DIA. DIAMETER
DIM. DIMENSION
DTL. DETAIL
DWG. DRAWING
E.J. EXPANSION JOINT
E.Q. EQUAL
EA. EACH
EDF ELECTRIC DRINKING FOUNTAIN
EL. ELEVATION (HEIGHT)
ELEC. ELECTRICAL
ELECT. ELECTRICAL
ELEV ELEVATION (DRAWING)
EQUIP EQUIPMENT
EXIST EXISTING
EXP EXPANSION
ABBREVIATIONS
SHEET NUMBERINGVICINITY MAP
OWNER
EL SEGUNDO UNIFIED
SCHOOL DISTRICT
641 SHELDON STREET,EL SEGUNDO, CA 90245T: 310.615.2650 X.1510F: -CONTACT: DYLAN FARRIS
ARCHITECTURAL
PBK ARCHITECTS, INC.
2855 E. GUASTI RD., SUITE 402ONTARIO, CA 91761T: 909-937-9200F: 909-937-6161CONTACT: MARCO EACRETT
ELECTRICAL
TK1SC
15231 LAGUNA CANYON RD., #100IRVINE, CA 92618T: 951.299.4160F: -CONTACT: BILL VOLLER
PROJECT TEAM
CODE & STANDARDS
ALL CONTRUCTION AND SERVICES REQUIRED TO PROVIDE THE INSTALLATION OF ONE (1) NEW 40'x72' MODULAR CLASSROOM, ONE (1) NEW 40'x12' MODULAR TOILET BUILDING, PARKING LOT, AND SITE WORK.
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 DEFERRED APPROVAL ITEMS
CODE ANALYSIS
NONE
DRAWING INDEX
CIVIL
FPL & ASSOCIATES, INC.
30 CORPORATE PARK, #401IRVINE, CA 92606T: 949.252.1688 X. 203F: 949.252.0088CONTACT: RON CANEDY
ARCHITECTURALA0.02 ENLARGED SITE PLANS & DETAILS
A0.03 SITE DETAILS
A2.02 FIRST FLOOR PLAN BLDG 'A'
A4.01 ENLARGED PLANS
A4.06 ENLARGED STAIR PLANS, SECTIONS AND DETAILS
A5.01 PLAN DETAILS
A6.01 EXTERIOR ELEVATIONS
AV0.00 ACOUSTICAL AV SHEET
AV1.01 ACOUSTICAL AV SHEET
AV1.02 ACOUSTICAL AV SHEET
AV1.03 ACOUSTICAL AV SHEET
CIVILC.000 CIVIL SHEET
C.101 CIVIL SHEET
C.102 CIVIL SHEET
C.103 CIVIL SHEET
ELECTRICALE0.00 ELECTRICAL SHEET
E1.01 ELECTRICAL SHEET
E1.02 ELECTRICAL SHEET
E1.03 ELECTRICAL SHEET
*MODULAR BUILDINGSTH0.00 THEATRICAL SHEET
TH1.01 THEATRICAL SHEET
TH1.02 THEATRICAL SHEET
TH1.03 THEATRICAL SHEET
No. Description Date
TOTAL SHEETS:
GENERALG0.01 SHEET INDEX, DRAWING CONVENTIONS, AND
VICINITY MAP
G0.02 ACCESSIBILITY SITE PLAN
G0.03 FIRE ACCESS SITE PLAN
G0.04 ARCHITECTURAL SPECIFICATIONS
STRUCTURALS.000 STRUCTURAL SHEET
S.001 STRUCTURAL SHEET
S.100 STRUCTURAL SHEET
S.101 STRUCTURAL SHEET
SD-1.00 OPTION 2
SD-1.01 OPTION 3
SD-1.02 OPTION 4B
SD-1.03 OPTION 4-A
SD-1.04 OPTION 5
SD-1.05 Unnamed
DEMOLITIOND0.01 SITE DEMOLITION PLAN
D0.02 TOPO& UTILITY SURVEY - FOR REFERENCE ONLY
DD.01 SITE PLAN
DD.02 PROPOSED FLOOR PLAN
DD.03 PROGRESS-SITE PLAN
TH
E L
EA
RN
ING
CO
NN
EC
TIO
ND
EM
OL
ITO
N O
F E
XIS
TIN
G B
LD
G.
TLC
DEMOLITIOND0.01 SITE DEMOLITION PLAN
D0.02 TOPO& UTILITY SURVEY - FOR REFERENCE ONLY
DEMOLITION OF BUILDING 'TLC' AND INSTALLATION OF ONE (1) TEMPORARY POLE.
EL SEGUNDO USD
GENERAL DEMOLITION NOTES
1. DEMOLITION PLANS INDICATE SOME OF THE SCOPE-OF-WORK INVOLVED FOR THE DEMOLITION PHASE OF THIS PROJECT. CONTRACTOR SHALL REVIEW ALL SHEETS FOR ADDITIONAL DEMOLITION SCOPE.
2. CONTRACTOR SHALL VERIFY EXISTING SITE AND BUILDING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO DEMOLITION ACTIVITIES AND WORK.
3. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN WRITING.4. CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY POSSIBLE ASBESTOS
CONTAINING MATERIALS DISCOVERED BEFORE PROCEEDING WITH WORK, PROTECT INTERIOR CONSTRUCTION TO REMAIN DURING DEMOLITION AND CONSTRUCTION.
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE COMMENCING WORK.6. AFTER AWARD OF THE CONTRACT, CHANGE ORDER REQUESTS FOR ADDITIONAL
MONEY WILL NOT BE APPROVED IF THE WORK COULD HAVE BEEN ANTICIPATED DURING A SITE VISIT BY THE CONTRACTOR.
7. CONTRACTOR SHALL NOT SCALE DRAWINGS.8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SHORING, TEMPORARY
BRACING, AND OR TEMPORARY SUPPORTS AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN AND OR EXISTING BUILDING ELEMENTS TO REMAIN.
9. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO DEMOLITION ACTIVITIES AND WORK.
10. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS REGULARLY AS NECESSARY TO ELIMINATED INTERFERENCE WITH ROADS, STREET, WALKS, AND ALL OTHER ADJACENT FACILITIES.
11. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.12. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF TEMPORARY DUST AND OR
SOUND PARTITION BETWEEN CONSTRUCTION AREA AND AREAS NOT IN SCOPE AS NECESSARY. DEMOLITION ACTIVITIES SHALL BE PERFORMED SO AS TO PRODUCE MINIMAL DISTURBANCE TO EXISTING FACILITY AND OCCUPANTS (I.E. MINIMIZE EXCESSIVE AND PROLONGED NOISE LEVELS AND DUST).
13. CONTRACTOR SHALL REPAIR, REPLACE, OR PATCH EXISTING BUILDINGS, DRIVEWAYS, SIDEWALKS, CANOPIES, AND OR PARKING AREAS DAMAGED, MODIFIED, AND OR DISTURBED BY DEMOLITION WORK AT NO COST TO THE OWNER.
14. ALL EXISTING EQUIPMENT THAT REMAINS SHALL BE PROTECTED DURING DEMOLITION AND OR CONSTRUCITON TO PREVENT DAMAGE. ANY DAMAGE TO REMAINING EXISTING EQUIPMENT SUSTAINED DURING DEMOLITION AND OR CONSTRUCITON SHALL BE EQUIVALENTLY REPLACED OR EQUIVALENTLY REPAIRED AT NO COST TO THE OWNER.
15. CONTRACTOR SHALL PROVIDE TRAFFIC HANDLING MEASURES TO PROTECT THE GENERAL PUBLIC AT ALL TIMES, AS NECESSARY AND AS REQURED BY AUTHORITIES HAVING JURISDICTION.
16. DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
17. WHEN UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE BYPASS CONNECTIONS TO MAINTAIN CONTINUITY OF SERVICE BEFORE PROCEEDING WITH DEMOLITION.
18. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ELECTRIC, GAS, WATER, TELEPHONE, STORM SEWER, AND SANITARY SEWER FOR FIELD LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITY LINES. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, CONTRACTOR SHALL IDENTIFY ALL ELECTRICAL CIRCUITS SERVICING THE AREA INVOLVED WITH THIS DEMOLITION. THOSE CIRCUITS SHALL THEN BE LOCKED OUT AND TAGGED OUT IF THEY DO NOT SERVICE ANY OF THE REMAINING BUILDING. THOSE CIRCUITS WHICH ARE IDENTIFIED TO SERVICE BOTH THE AREA TO BE DEMOLISHED AND THE REMAINING BUILDING SHALL BE SPLIT SO AS TO KILL ALL ELECTRICAL POWER TO THE AREA TO BE DEMOLISHED WHILE MAINTAINING POWER TO THE REMAINDER OF THE BUILDING.
19. PROTECT EXISTING SITE ELEMENTS AND EXISTING LANDSCAPING TO REMAIN. PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO EXISTING TREES AND OTHER EXISTING VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING, OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIAL OR EXCAVATED MATERIAL WITHIN DRIP LINES.
20. CONTRACTOR SHALL REGRADE AND HYDROMULCH AREAS AFFECTED BY DEMOLITION.21. OWNER HAS RIGHT OF FIRST REFUSAL OF ALL ITEMS REMOVED AS PART OF THE
SCOPE OF WORK, WHETHER IDENTIFIED AS SALVAGE OR NOT.22. NOTIFY THE BUILDING OWNER OF ANY MATERIALS, FIXTURES, ETC. TO BE REMOVED
THAT ARE DEEMED SALVAGEABLE. TURN OVER ANY REQUESTED ITEMS TO THE BUILDING OWNER IN GOOD CONDITION.
23. ALL FURNITURE WILL BE REMOVED OR RELOCATED BY THE OWNER AS NECESSARY PRIOR TO THE DEMOLITION WORK OF THIS PROJECT. CONTRACTOR SHALL COORDINATE WITH OWNER AS REQUIRED.
24. REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE DRAWINGS. SHOULD ANY DAMAGE OCCUR TO ANY EXISTING CONSTRUCTION TO REMAIN, THE CONTRACTOR SHALL REPAIR THE DAMAGE TO MATCH EXISTING AND OR ADJACENT CONSTRUCTION AT NO COST TO THE OWNER.
25. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, DETERMINE THE NATURE AND EXTENT OF THE CONFLICT AND NOTIFY THE ARCHITECT IMMEDIATELY FOR RESOLUTION.
26. EXISTING WALLS (OR PORTIONS OF WALLS) TO BE REMOVED SHALL BE CUT FLUSH WHERE INTERSECTING WITH WALLS TO REMAIN.
27. COORDINATE WITH RELATED SUB CONTRACTORS THE EXTENT OF ALL DEMOLITION WORK.
28. THE CONTRACTOR SHALL NOT ABANDON IN PLACE ANY EXISTING UNDERGROUND STRUCTURE, UTILITY, OR IMPROVEMENT SO DESIGNATED FOR REMOVAL ON THE PROJECT PLANS UNLESS DIRECTED BY THE OWNER.
29. CONTRACTOR SHALL INSTALL A MINIMUM OF 8 FOOT HIGH CONSTRUCTION FENCE AROUND PERIMETER OF DEMOLITION AREA WITH GREEN OR BLUE SCREEN.
30. ALL DASHED LINES ARE DEMOLITION LINES UNLESS NOTED OTHERWISE.
PALM AVE.
VIR
GIN
IA S
T.
BLDG. 'A'A# 03-104326
(EXISTING BLDG TO REMAIN)
DOWN
DF
DF
C
C
BLDG. 'TLC'(EXISTING BLDG., ROOF CANOPIES,
EXPOSED COLUMNS, AND FOOTINGS TO BE
DEMOLISHED)
S
01.16
02.12
01.02
01.05
01.05
01.09
01.05
01.04
01.11
02.12
02.03 TYP.02.25
02.0602.06
02.0402.04
02.0502.05
02.09
02.0502.05
02.0702.07
02.10
EM
02.11
TYP.
02.1302.13
02.1202.12
02.14TYP.
02.15
02.16
02.14
02.06
02.06
6' - 0"
D0.01
1
02.17
EE
E
EE
02.19
02.03
02.03
01.15
02.20
01.14
02.0502.05
02.14
02.24
02.14
02.16
02.21
02.1402.14
02.2302.23
02.22
02.24
32.0132.01
32.01
32.01
02.14
02.08
EM
02.11
02.16
02.18
E
.
te
cEkra
M
A a r
t
3 -1 20 1 9
5.NER
-
A
CT
ET
HCREDSNE
CIL
I
C L F
IN
RFO
E
AT
S
T
A
A
OI
No. C-28195
NORTHKEY PLAN
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
FILE NO.
ACS ______ FLS ______ SS ______
DATE ________________________
APPL.
ENGINEER
ARCHITECT
19-34
00-0000
PARKINGLOT
A
BC
6/1
2/2
01
8 2
:21:3
7 P
M
C:\U
sers
\aro
drig
uez\D
ocum
ent s
\17
163_
Ric
hm
ond E
S D
aycare
_aro
drigu
ez.r
vt
TH
E L
EA
RN
ING
CO
NN
EC
TIO
N
D0.01
SITE DEMOLITIONPLAN
Checker
Author
Issue Date
17163
CLIENT NAME
640
Virg
inia
St.
El S
egun
do, C
A 9
0 245
3/32" = 1'-0"6 DEMOLITION SITE PLAN
DEMOLITION KEY NOTES` Description
01.02 DEMO (E) AC PAVING AND BASE MATERIAL
01.04 DEMO (E) CONC. WALKWAY
01.05 DEMO (E) CONC. STEPS
01.09 DEMO (E) DRINKING FOUNTAIN
01.11 DEMO (E) CONC. CURB
01.14 DEMO (E) WATER RISER, CAP FOR FUTURE USE
01.15 DEMO (E) BLDG. GAS LINE BELOW GRADE TO (E) GAS METER. CAP AT MAIN
01.16 DEMO (E) RAISED CONC. PLATFORM AND FOOTINGS
NORTH
NOTE:
- MAINTAIN ELECTRICAL CONTINUITY PER 1/D0.01
- CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO DEMOLITION.
- FOR REFERENCE ONLY SEE SHEET D0.02 FOR EXISTING SITE UTILITIES AND TOPO SURVEY.
- DISCONNECT WATER, SEWER, AND GAS AND CAP BELOW GRADE AS REQUIRED.
- PROTECT PUBLIC SIDEWALK
- PICNIC TABLES TO BE REMOVED BY THE OWNER BEFORE DEMOLITION
CONSTRUCTION KEY NOTES` Description
02.03 (E) TREES TO REMAIN
02.04 (E) RUBBERIZED PLAY AREA TO REMAIN
02.05 (E) CONC. PAVEMENT TO REMAIN, PROTECT IN PLACE
02.06 (E) GRASS AREA TO REMAIN
02.07 (E) PLAY FIELD TO REMAIN
02.08 (E) UTILITY/POWER POLE TO REMAIN
02.09 (E) TETHER-BALL COURT TO REMAIN
02.10 (E) CONC. WALL TO REMAIN, PROTECT IN PLACE
02.11 (E) ELECTRICAL PANEL & METER TO BE REMOVED
02.12 (E) AC PAVING TO REMAIN
02.13 (E) CONC. RAMP AND HANDRAILS TO REMAIN, PROTECT IN PLACE
02.14 (E) C.L. FENCE TO REMAIN
02.15 (E) MARQUEE TO REMAIN
02.16 (E) CONC. CURB/LOW WALL TO REMAIN
02.17 (E) OVERHEAD SCE COMPANY ELECTRICAL SURVICE TO BE RELOCATED
02.18 TEMP. POWER POLE TO BE PROVIDED, INTERCEPT (E) POWER CONDUCTORS SERVINGBLDG. 'A' AND CONNECT TO TEMP. POWER
02.19 (E) UNDERGROUND ELECTRICAL CONDUIT AND WIRING TO REMAIN
02.20 (E) IRRIGATION BACKFLOW PREVENTER TO REMAIN, PROTECT IN PLACE
02.21 (E) C.L. GATE TO REMAIN
02.22 PROVIDE ACCESS DURING DEMOLITION
02.23 EXTENT OF DEMOLITION
02.24 (E) ACCESSIBLE GATE WITH PANIC HARDWARE AND KEYPAD, TO REMAIN AND PROTECTIN PLACE
02.25 (E) UTILITY/POWER POLE TO REMAIN, PROVIDES OVERHEAD LINE TO (E) ELECTRICALPANEL
32.01 REGRADE TO MATCH ADJACENT (E) FINISH GRADE, BACKFILL AREA AS REQUIRED ANDINSTALL (N) SOD, CONTRACTOR TO PROVIDE IRRIGATION SHOP DWGS FOR REVIEW ANDAPPROVAL
1/2" = 1'-0"1 EXTENT OF WALL DEMO - ELECT. METER
No. Description Date
DE
MO
LIT
ON
OF
EX
IST
ING
BL
DG
.
TLC
EL SEGUNDO USD
BLDG 'TLC'(TO BE DEMOLISHED)
BLDG. 'A'A# 03-104326(TO REMAIN)
SEWER
GAS
STORM DRAIN
DOMESTIC WATER
SANITARY SEWER
GAS
ELECTRICAL/POWER
COMMUNICATIONS
STREET LIGHT
UNKNOWN UTILITY
DEPTHS SHOWN ARE APPROXIMATE. ESTIMATED DEPTHS ARE FROM THE GROUND SURFACE TO THE CENTER OF THE FACILITY, INVERT OF WASTE LINES, OR TO THE FACILITY TRACER WIRE. DEPTH ESTIMATES SHOULD BE USED WITH CAUTION AND MAY VARY ALONG THE LENGTH OF THE FACILITY.
DEPTH FROM SURFACE 1'-6"
SD SD
W W
S S
G G
E E
C C
SL SL
U U U
CIVIL LEGEND
.
te
cEkra
M
A a r
t
3 -1 20 1 9
5.NER
-
A
CT
ET
HCREDSNE
CIL
I
C L F
IN
RFO
E
AT
S
T
A
A
OI
No. C-28195
NORTHKEY PLAN
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
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
FILE NO.
ACS ______ FLS ______ SS ______
DATE ________________________
APPL.
ENGINEER
ARCHITECT
19-34
00-0000
PARKINGLOT
A
BC
6/1
2/2
01
8 2
:21:4
1 P
M
C:\U
sers
\aro
drig
uez\D
ocum
ent s
\17
163_
Ric
hm
ond E
S D
aycare
_aro
drigu
ez.r
vt
TH
E L
EA
RN
ING
CO
NN
EC
TIO
N
D0.02
TOPO& UTILITYSURVEY - FOR
REFERENCE ONLY
Checker
Author
Issue Date
17163
CLIENT NAME
640
Virg
inia
St.
El S
egun
do, C
A 9
0 245
1/16" = 1'-0"6 TOPO & UTILITY SURVEY - FOR REFERENCE ONLY
NORTH
No. Description Date
DE
MO
LIT
ON
OF
EX
IST
ING
BL
DG
.
TLC
EL SEGUNDO USD
