CITY OF FULLERTON
Public Works Department
THE EDUCATION COMMUNITY
303 West Commonwealth Avenue, Fullerton, California 92832 -1775 (714) 738-6845 Fax (714) 738-3115 Web Site: www.cityoffullerton.com
MEMORANDUM
TO: Stephen Bise, Director of Public Works
FROM: Julio Jacobo, Landscape Supervisor II
DATE: February 1, 2024
SUBJECT: Recommendation on Trees for Proposed Grace Ministri es International, Commonwealth Parking Lot Expansion
This memorandum outlines staff’s recommendation reg arding trees for the proposed design of the Grace Ministries International (GMI) Commonwealth Parking Lot Expansion.
Background:
The City is considering the transfer of land north of Commonwealth Avenue, just east of Brookhurst Roa d, to GMI. The proposed plan includes construction of a parking lot. The area currently houses a total o f 30 trees in fair condition, comprising of seven different species: Aleppo Pines (10), Italian Pines (11), Pecan (1), Lemon Scented Gum (4), Chinaberry (1), Coast Live O ak (3; California Native Tree). The combined estimated value of these trees is $160,080. Additio nally, these trees collectively sequester an estima ted 86,121.3 lbs. (43.06 tons) of carbon.
GMI Proposed Plan:
GMI proposes to protect the 3 oak trees next to the bridge on the far east side of the property. Addit ionally, they propose retaining 5 pine trees, located on the north and south side of the property. See Attachme nt 1 for reference. The estimated value of these 8 trees is $48,670.
Recommendation:
1. We recommend preserving the 3 oak trees on the f ar east next to the bridge due to their status as California Native Trees. See Attachment 2 for reference.
2. We recommend preserving any Aleppo and Italian p ine trees with a diameter exceeding 15 inches, given their resilience and significant environmental and forestry value. There are a total of 8 Aleppo pine trees and 11 Italian pine trees that exceed 15 inches. See Attachment 2 for reference.
3. In the event that preservation is not feasible, we propose GMI compensates the City for the trees, excluding the 8 trees that GMI intends to protect. This adjustment would reduce the total estimated cost of removed trees to $111,410. Alternatively, for ev ery tree removed, GMI could commit to planting two additional 24-inch box trees, either within the same lot or throughout the City. All associated costs would be covered by GMI. This approach aligns with our commitment to preserving the urban forest.
Attachments:
• Attachment 1 – GMI Proposed Commonwealth Parking L ot • Attachment 2 – Project Location Map
AC AIR CONDITIONING
ACC ACCESSIBLE
ACT ACOUSTICAL CEILING TILE
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AHJ
AUTHORITIES HAVING JURISDICTION
AMP AMPERE
AOR ARCHITECT OF RECORD
APPROX APPROXIMATE
BOH BACK OF HOUSE
BLDG BUILDING
CAB CABINET
CKT CIRCUIT
CL CENTER LINE
CLG CEILING
CLR
CLEAR OR CLEARANCE
COL COLUMN
COMP COMPARTMENT
CONST CONSTRUCTION
CONT CONTINUOUS
CTR
CENTER
CW COLD WATER
CWF COLD WATER FILTERED
CX COMMISSIONING
CXA COMMISSIONING AGENT
DEG
DEGREES
DET DETAIL
DIA DIAMETER
DISP
DISPENSER
DIM DIMENSION
DM DESIGN MANAGER
DN
DOWN
DWG(S) DRAWING(S)
EA EACH
EC ELECTRICAL CONTRACTOR
EG EXHAUST GRILLE
EL ELEVATION
ELEC ELECTRICAL
EM EMERGENCY
EQ EQUAL
EQUIP EQUIPMENT
EXIST OR (E) EXISTING
EXP EXPOSED
EXT EXTERIOR
FC FIXTURE CONTRACTOR/INSTALLER
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FF&E FURNITURE, FIXTURE AND EQUIPMENT
F&I FURNISH AND INSTALL
FIN FINISH
FLR FLOOR
FOH FRONT OF HOUSE
FRP FIBERGLAS REINFORCED PANEL
FS FLOOR SINK
FT FOOT OR FEET
GC GENERAL CONTRACTOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GND GROUND
HC HOLLOW CORE
HDW HARDWARE
HM HOLLOW METAL
HORIZ
HORIZONTAL
HR HOUR
HS HAND SINK
HT HEIGHT
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HW HOT WATER
ID INSIDE DIAMETER
LC LICENSEE
LL LANDLORD
LV LOW VOLTAGE
MAX MAXIMUM
MC MECHANICAL CONTRACTOR
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL AND PLUMBING
MFR MANUFACTURER
MIN MINIMUM
MS MOP SINK
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OA OVER ALL
OC ON CENTER
OD OUTSIDE DIAMETER
PC PLUMBING CONTRACTOR
PD PRODUCTION DESIGNER
PDM
PROJECT DEVELOPMENT MANAGER
PLAM PLASTIC LAMINATE
POS POINT OF SALE
R RADIUS
REF REFERENCE
REQ(‘D) REQUIRE(D)
REV REVISION
RG RETURN GRILLE
RND ROUND
RT ROOF TOP
SC
SOLID CORE
SF SQUARE FEET
SHT SHEET
SIM SIMILAR
SPEC SPECIFICATION
SQ SQUARE
SST STAINLESS STEEL
SUSP SUSPENDED
TEL TELEPHONE
TEMP TEMPORARY
TW TEMPERED WATER
TYP TYPICAL
UC UNDERCOUNTER
UON UNLESS OTHERWISE NOTED
VD VENDOR DIRECT
VERT VERTICAL
VIF VERIFY IN FIELD
W SANITARY WASTE
WH WATER HEATER
WP WEATHER PROOF
WCO WALL CLEANOUT
WD WOOD
WDW WINDOW
PTD PAINTED
X'-X"
X'-X"
X'-X"
CEILING HEIGHT CHANGE SYMBOL
CEILING FINISH AND HEIGHT SYMBOL
CHANGE IN FLOOR FINISH
EXTENT OF FINISH
BASE FINISH
WALL FINISH
XX-99
XX-99
XXXX
XXXX
XXXX
WALL FINISH
SPECIAL FINISH
FLOOR FINISH
EXTENT OF FINISH
SIM
A11.01
A
MILLWORK SCHEDULE TAG (IF USED)
REVISION REFERENCE
MILLWORK
DESCRIPTION OF SIMILAR OR OPPOSITE
LOCATION ON ROW WHERE SHOWN
AREA TO BE DETAILED
SHEET WHERE SHOWN
DETAIL NUMBER
SHEET WHERE SHOWN
DIRECTION OF ELEVATION
1 XX
A WALL TYPE REFERENCE
WINDOW REFERENCE NUMBER
(REFER TO WINDOW SCHEDULE)
05120
STRUCTURAL STEEL
SPEC SECTION
KEY NOTE
XX ROW OF ELEVATION SHEET WHERE SHOWN
AX.XX.X
X
EQUIPMENT NUMBER
(REFER TO MILLWORK SHEETS)
XXXXX
ALIGN
SHEET NOTE
DOOR NUMBER (WITH SCHEDULE)
ALIGN WITH ESTABLISHED SURFACES
XXXXXX
XX
EGRESS PATH SECONDARY
EGRESS PATH PRIMARY
ROOM NAME
COLUMN GRID
NEW PARTITION
ROOM NUMBER
REFERENCE TO PARTITION TYPE
ELEVATION DATUM POINT
SCOPE OF WORK
A
04F06
OFFICE
X
X
XXX
XXXX
SECTION SYMBOL AX.XX
X
LINEAR DIFFUSER
RETURN AIR
SUPPLY AIR
EXHAUST FAN
FIRE SPRINKLER
ACCESS DOOR
ACOUSTICAL CEILING AND GRID
GYPSUM BOARD
FHC
FEC
FV
FVC
WALL MOUNTED FIRE EXTINGUISHER CABINET
WALL MOUNTED FIRE VALVE CABINET
WALL MOUNTED FIRE VALVE
WALL MOUNTED FIRE EXTINGUISHER
WALL MOUNTED FIRE HOSE CABINET
FE
C-33483
Date Description
Project Name
Project Number
Description
ARCHITECT: SECONEA
12440 Firestone Blvd. Suite 1017
Norwalk, CA 90650
T: 714.321.9545
www.seconea.com
[email protected]
LEGAL NOTES:
THE DRAWINGS AND SPECIFICATIONS, IDEAS, AND DESIGNS ARE AND SHALL REMAIN THE PROPERTY OF SECONEA, INC. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER
WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF SECONEA, INC. SECONEA, INC. WAIVES ANY AND
ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WITCH ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS, AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH
ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S
GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
©2023 SECONEA
6-30-2025
A0.01
DRAWING INDEX &
PROJECT
INFORMATION
22_A02
GMI COMMONWEALTH
PARKING LOT EXPANSION
1747 W COMMONWEALTH AVE.
FULLERTON, CA 92833
GMI COMMONWEALTH PARKING
LOT EXPANSION
1747 W COMMONWEALTH AVE.
FULLERTON, CA 92833
SITE INFORMATION
LOCATION MAP
PROJECT SITE
APPLICABLE CODES
LOT 1:
PROJECT ADDRESS:
PARCEL NUMBER(APN):
ZONE:
LAND USE:
LOT AREA:
(E) BUILDING:
REQUIRED # OF PARKING:
1747 W COMMONWEALTH AVE.
FULLERTON, CA 92833
030-252-01
M-G
OFFICE , STORAGE
32,947 SF
1-STORY (NO CHANGE)
4,850 SF (NO CHANGE)
4850 SF / 250 SF = 19.4 = 20 STALLS
DRAWING INDEX
ABBREVIATIONS GRAPHIC SYMBOLS
OWNER:
ARCHITECT:
PROJECT DIRECTORY
GRACE MINISTRIES INTERNATIONAL
1645 W VALENCIA DR.
FULLERTON, CA 92833
714.525.0049
SECONEA ARCHITECTS
12440 FIRESTONE BLVD. SUITE 1017
NORWALK, CA 90650
714.321.9545
[email protected]
DESIGN REVIEW SET
08/01/2023
VICINITY MAP
PROJECT SITE
SCOPE OF WORK
THIS PROJECT IS AN EXPANSION OF THE EXISTING PARKI NG LOT.
SCOPE INCLUDES,
• RE-GRADING EXISTING LANDSCAPE AND HARDSCAPE AREAS
• PAVING REGRADED AREAS
• STRIPING PARKING STALLS
• NEW DRIVEWAY
• NEW FENCE & GATE
ARCHITECTURE
A0.01 DRAWING INDEX & PROJECT INFORMATION
A0.35 SITE PHOTOGRAPHS
A0.40 SURVEY (REFERENCE ONLY)
A0.50 SITE PLAN
GENERAL NOTES
1. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT
DOCUMENTS INCLUDING THESE GENERAL NOTES. THE CONTRACTOR
SHALL COORDINATE THE INTENT OF THE GENERAL NOTES WITH ALL TRADES. ALL WORK PERFORMED SHALL COMPLY WITH CODES, LAWS,
ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.
2. CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK.
3. CONTRACTOR SHALL REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN.
REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTIONS. SUBMIT
REQUESTS FOR SUBSTITUTIONS,REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION.
4. THE ORGANIZATION OF THE DRAWINGS SHALL NOT CONTROL THE
CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.
5. CONTRACTOR SHALL COORDINATE WORK WITH THE OWNER AND
LANDLORD, INCLUDING SCHEDULING TIME AND LOCATIONS FOR
DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.
6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN
CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE
ORDERLY SEQUENCE OF INSTALLATION
7. CONTRACTOR SHALL COORDINATE TELECOMMUNICATIONS, DATA AND
SECURITY SYSTEM INSTALLATIONS, UNO
8. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE
ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. SHOULD THERE BE A
DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE
CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD
INSTALLATION, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK
INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST.
9. CONTRACTOR SHALL MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES.
10. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.
11. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING
CONSTRUCTION. COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY.
12. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. GENERAL
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES AND CONDITIONS
AT SITE PRIOR TO COMMENCING THE WORK, AND REPORT ANY
DISCREPANCIES TO THE ARCHITECT IN WRITING.
13. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR".
ALLOW FOR THICKNESS OF FINISHES.
14. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.
15. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION.
16. WHERE A TYPICAL CONDITION IS DETAILED, IT SHALL BE UNDERSTOOD
THAT ALL LIKE OR SIMILAR CONDITIONS ARE THE SAME UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE.
17. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED.
18. CEILING HEIGHT DIMENSIONS ARE TO FINISHED CEILING SURFACES.
19. REFER TO MEP AND LOW VOLTAGE DRAWINGS FOR ROUTING OF CONDUIT, PIPING, DUCTWORK ETC. AT UNDERSIDE OF FLOOR SLABS AT TENANT SPACES. ROUTING TO BE ORTHOGONAL, AND LIKE ITEMS TO BE GANGED AND TO RUN PARALLEL WITH EVEN SPACING TYPICAL. EXACT
ROUTING SHALL BE DETERMINED BY THE CONTRACTOR, AND LAYOUT
SHOP DRAWINGS SUBMITTED FOR ARCHITECTURAL REVIEW AND
APPROVAL PRIOR TO INSTALLATION.
20. CONTRACTOR SHALL PROVIDE ENGINEERING AS REQUIRED AND INSTALL
ALL STIFFENERS, BRACING, BLOCKING, BACK-UP PLATES AND SUPPORTING
BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET
ROOM ACCESSORIES, FIXTURES AND PARTITIONS AND ALL WALL-
MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT AND FURNISHINGS. CONTRACTOR TO USE FIRE-RESISTIVE MATERIALS.
21. CHECK MECHANICAL DRAWINGS FOR MECHANICAL OPENING SIZES AND LOCATIONS. PIPING AND DUCTS PENETRATING STUD WALLS OR SHAFT
WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND ACOUSTICAL AND FIRE RETARDANT SEALANT AROUND THE OPENING.
22. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED.
23. PROVIDE ALL ACCESS PANELS REQUIRED FOR ALL JUNCTION BOXES,
VALVES, CLEANOUTS, PLUGS, FILTERS, EQUIPMENT, AND ALL OTHER ITEMS
REQUIRING SERVICE OR MAINTENANCE
24. THE DRAWINGS AND SPECIFICATIONS, IDEAS, AND DESIGNS ARE AND SHALL REMAIN THE PROPERTY OF SECONEA. NO PART THEREOF SHALL BE
COPIED OR USED WITH ANY OTHER WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF SECONEA. SECONEA WAIVES ANY AND ALL
RESPONSIBILITY AND LIABILITY FOR PROBLEMS WITCH ARISE FROM
FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS, AND DESIGN INTENT
THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE
TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE
WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
25. GC TO REPLACE AIR-FILTERS FOR ALL EXISTING MECHANICAL EQUIPMENTS AT THE END OF CONSTRUCTION PHASE.
1. ENSURE SURFACES TO RECEIVE NEW FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. STARTING OF WORK INDICATES INSTALLER'S ACCEPTANCE OF SUBSTRATE.
2. REPAIR EXISTING SURFACES SCHEDULED TO REMAIN AS REQUIRED FOR THE APPLICATION OF NEW FINISHES.
3. UNLESS OTHERWISE NOTED, PROVIDE MINIMUM THREE-COAT PAINT SYSTEMS FOR EACH SUBSTRATE.
4. PROVIDE STRAIGHT, MDF WOOD BASE AT CARPETED AREAS AND COVE,
TOP SET RESILIENT BASE AT AREAS OF RESILIENT FLOORING, UNLESS OTHERWISE NOTED.
5. PROVIDE LEVEL 4, UNO OR REFER TO PROJECT MANUAL FOR LEVEL OF
FINISH FOR GYPSUM BOARD PARTITIONS/CEILINGS AS REQUIRED FOR SPECIFIED FINISHES.
6. ALL EXPOSED DUCTWORK, SPRINKLER PIPING MISC. PIPING & CONDUIT
IN AREAS OF NO FINISHED CEILING ARE TO BE PAINTED TO MATCH
STRUCTURE PAINT, UNO
REFLECTED CEILING NOTES
POWER & COM. NOTES
FINISH NOTES
1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITH OWNER.
2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS.
3. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION
REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION.
4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT.
5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE.
6. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED.
7. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK.
8. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS.
PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED. COLOR TO BE WHITE, UNLESS OTHERWISE NOTED.
9. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT.
10. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. FOR ROOMS OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE SWITCHES WITH EACH SWITCH CONTROLLING 50% OF LAMPS PER FIXTURE.
11. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS REQUIRED BY TITLE 24 AND ADA GUIDELINES, UNLESS OTHERWISE NOTED. WHEN THERMOSTATS AND LIGHT SWITCH OCCUR TOGETHER, INSTALL BOTH ALIGNED HORIZONTALLY WITH CENTER LINE AT +3'-2" ABOVE FINISHED FLOOR.
DEMOLITION NOTES
1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND
REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.
2. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS
REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS.
3. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES.
4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS AT NO COST TO THE OWNER.
5. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS,
RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION
OPERATIONS.
6. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES AS REQUIRED FOR NEW WORK.
7. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. REFER
TO MECHANICAL DEMOLITION AND/OR NEW WORK DRAWINGS FOR
ADDITIONAL INFORMATION
8. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE NOTED. REFER TO ELECTRICAL, AV, ETC DEMOLITION AND/OR NEW DRAWINGS FOR ADDITIONAL INFORMATION.
9. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES.
10. PATCH AND REPAIR SURFACES DAMAGED AS A RESULT OF ANY DEMO WORK PERFORMED. PATCH & REPAIR EXIST SURFACES AS REQ'D TO RECEIVE NEW FINISH.
3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER
SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED.
4. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED.
5. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER
SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED.
6. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE.
1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20 % OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT TO DETERMINE THE LATERAL FORCE.
2. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND
WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING METHODS MAY BE EMPLOYED:
2.1. PROVIDE LATERAL SUPPORT BY METAL STUD OR ANGLE
CONNECTED TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 4 FEET ON CENTER, WITH THE F IRST POINT WITHIN 4' FROM EACH WALL.
2.2. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN
CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS.
2.3. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES.
INADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8" OF
DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS
INTERRUPTED BY A WALL.
2.4. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE.
2022 CALIFORNIA BUILDING CODE, TITLE 24 PART 2
2022 CALIFORNIA PLUMBING CODE, TITLE 24 PART 5
2022 CALIFORNIA ELECTRIC CODE, TITLE 24 PART 3
2022 CALIFORNIA GREEN BUILDING STANDARDS
CITY OF FULLERTON MUNICIPAL CODE
08/01/2023 DESIGN REVIEW SET
LOT 2 ( NEW PARCEL):
PROJECT ADDRESS:
PARCEL NUMBER(APN):
ZONE:
LAND USE:
LOT AREA:
N/A
N/A
N/A
PARKING LOT
28,840 SF
LOT 1 (APN# 030-252-01) :
LOT 2 (NEW PARCEL):
TOTAL AREA:
32,947 SF
28,840 SF
61,787 SF
PARCEL AREAS:
C-33483
Date Description
Project Name
Project Number
Description
ARCHITECT: SECONEA
12440 Firestone Blvd. Suite 1017
Norwalk, CA 90650
T: 714.321.9545
www.seconea.com
[email protected]
LEGAL NOTES:
THE DRAWINGS AND SPECIFICATIONS, IDEAS, AND DESIGNS ARE AND SHALL REMAIN THE PROPERTY OF SECONEA, INC. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER
WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF SECONEA, INC. SECONEA, INC. WAIVES ANY AND
ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WITCH ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS, AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH
ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S
GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
©2023 SECONEA
6-30-2025
A0.35
SITE PHOTOGRAPHS
22_A02
GMI COMMONWEALTH
PARKING LOT EXPANSION
1747 W COMMONWEALTH AVE.
FULLERTON, CA 92833
1 1/2" = 1' -0" A0.35
1 SITE PHOTOGRAPHS
C-33483
Date Description
Project Name
Project Number
Description
ARCHITECT: SECONEA
12440 Firestone Blvd. Suite 1017
Norwalk, CA 90650
T: 714.321.9545
www.seconea.com
[email protected]
LEGAL NOTES:
THE DRAWINGS AND SPECIFICATIONS, IDEAS, AND DESIGNS ARE AND SHALL REMAIN THE PROPERTY OF SECONEA, INC. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER
WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF SECONEA, INC. SECONEA, INC. WAIVES ANY AND
ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WITCH ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS, AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH
ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S
GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
©2023 SECONEA
6-30-2025
A0.40
SURVEY (REFERENCE
ONLY)
22_A02
GMI COMMONWEALTH
PARKING LOT EXPANSION
1747 W COMMONWEALTH AVE.
FULLERTON, CA 92833
1" = 80' -0" A0.40
1 SURVEY (REFERENCE ONLY)
08/01/2023 DESIGN REVIEW SET
(N) PARCEL AREA
(E) LANDSCAPE TO REMAIN
(E) TREE TO REMAIN
(E) TREE TO BE REMOVED
(N) TREE
(N) AREA LIGHT POLE
PROPERTY LINE
(N) EASEMENT - SEWER
(N) EASEMENT - TELEPHONE
NEW
EXISTING
SITE PLAN LEGEND
(N)
(E)
W COMMONWEALTH AVE.
BROOKHURST RD.
02 03
02 04
04 04
04 07
07 05
08 09
10 06
13 12
13 12
01 11
11 13
14 14
16 15
24' - 6"
4%
(N) DRIVEWAY
25' - 6"
LOT 2:
(N) PARCEL AREA
EASEMENT - SEWER
30' - 0"
EASEMENT- TEL
30' - 0"
SETBACK
10' - 0"
LOT 1
(APN#:030-252-01)
(E) (E) (E) (E) (E)
(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) BNSF
ACCESS EASEMENT
IN PROCESS
BNSF RAILWAY
214' - 6"
556' - 9"
122' - 4"
65' - 7"
17 C-33483
Date Description
Project Name
Project Number
Description
ARCHITECT: SECONEA
12440 Firestone Blvd. Suite 1017
Norwalk, CA 90650
T: 714.321.9545
www.seconea.com
[email protected]
LEGAL NOTES:
THE DRAWINGS AND SPECIFICATIONS, IDEAS, AND DESIGNS ARE AND SHALL REMAIN THE PROPERTY OF SECONEA, INC. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER
WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF SECONEA, INC. SECONEA, INC. WAIVES ANY AND
ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WITCH ARISE FROM FAILURE TO FOLLOW
THESE PLANS, SPECIFICATIONS, AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH
ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S
GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
©2023 SECONEA
6-30-2025
A0.50
SITE PLAN
22_A02
GMI COMMONWEALTH
PARKING LOT EXPANSION
1747 W COMMONWEALTH AVE.
FULLERTON, CA 92833
NEW PARKING STALLS
PARKING TYPE # OF STALLS
(N) ACCESSIBLE STALL 4
(N) ACCESSIBLE STALL - VAN 1
(N) COMPACT STALL (8'x16') 21
(N) STANDARD STALL (9'x19') 88
TOTAL PARKING STALLS: 114
1" = 30' -0" A0.50
1 SITE PLAN
01 PROPERTY LINE
02 (E) PAVEMENT
03 (E) LANDSCAPE
04 (E) POWER POLE
05 (E) BELL MANHOLE
06 (E) WATER METER
07 (E) CATCH BASIN
08 (E) SEWER MANHOLE
09 (E) PHONE BOX
10 (E) ELECTRIC VAULT
11 (N) 6' WROUGHT IRON FENCE
12 (E) FENCE GATE
13 (N) FENCE GATE
14 (N) ASPHALT PAVEMENT
15 (N) ACCESSIBLE PARKING
16 (E) PARKING TO REMAIN
17 (N) FENCE GATE
(E) ONE-STORY BUILDING
SHEET NOTES
PARCEL AREAS:
LOT 1 (APN# 030-252-01) :
LOT 2 (NEW PARCEL):
TOTAL AREA:
32,947 SF
28,840 SF
61,787 SF
EXISTING PARKING STALLS TO REMAIN
PARKING TYPE # OF STALLS
(E) COMPACT STALL (8'x16') 5
(E) STANDARD STALL
(9'x19')
16 TOTAL PARKING STALLS: 21
08/01/2023 DESIGN REVIEW SET
*COMPACT STALLS ARE LESS THAN 30% OF THE
REQUIRED SPACES.
PARKING CALCULATION
REQUIRED # OF STALL: 20 ( SEE A0.01 FOR EXISTING BU ILDING INFORMATION) PROVIDED # OF STALL: 135
Attachment 2