Attach 6 - February 26 2026 DRB Plans — Laguna Beach City Council, May 13, 2026

GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof COVER SHEET- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.0.1 February 02 2026

DELTA B
+166.30'
+161.80'
+165.50' +165.31'
+162.92'
+163.89'
P.L

EXISTING BUILDING
31985 COAST HIGHWAY

LAGUNA BEACH

CALIFORNIA
NEIGHBORS HOUSE AT 31995 PROPOSED HOUSE AT 31985 NEIGHBORS HOUSE AT 31981 $WWDFKPHQW
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof PROJECT INFO- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.0.2 February 02 2026

DELTA B
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumi March 23PROJECT INFORMATION- CONTIJO RESIDENCE31741 CONTIJO WAY, COTO DE CAZA CA

REVISION DATE
DELTA A 03-22-2023
geof

BUILDING AREA DATA
TOTAL
HABITABLE:
2ND FLOOR 1571.27 SQ.FT.
1ST FLOOR 1658.47 SQ.FT.

BASEMENT 1130.03 SQ.FT.

SQ.FT.

TOTAL 4359.77 SQ.FT.

NON-HABITABLE:

GARAGE 752.00 SQ.FT.

MECH. / STOR. 105.46 SQ.FT.

DECKS 660.91 SQ.FT.

ZONING STANDARDS

DESCRIPTION REQUIRED EXISTING PROPOSEDEP
LOT AREA SQ.FT. 3711.0 SQ.FT. 3711.0 SQ.FT.Y
AVG. LOT WIDTH FT. 59.84 FT. 59.84 FT.Y
AVG. LOT DEPTH FT. 61.10 FT. 61.10 FT.Y
MAX HEIGHT AT:

ABV. 1960 TOPO 30.00 FT. FT. 14.06 FT.Y
ABV. GRADE / F.F. FT. FT. 27.33 FT.N
SETBACK REQUIREMENTS:

FRONT YARD 9.17 FT. FT. 9.56 FT.Y
REAR YARD 9.17 FT. FT. 5.13 FT.N
SIDE YARDS 5.00 5.00 FT. FT. 5.10 5.19 FT.Y

LOT COVERAGE (FOOTPRINT
+NON CANT. OVERHANGS
%% 59.3%
N SQ.FT. SQ.FT. 2200.9 SQ.FT.

LANDSCAPED AREA
%% 9.7%
Y SQ.FT. SQ.FT. 359.7 SQ.FT.

IRRIGATED LANDSCAPE AREA SQ.FT.
0 SQ.FT. 359.7 SQ.FT.

Y
PARKING 4 SPACES 4 SPACESY

PROJECT SUMMARY TABLES
USE: ZONE: LOT SLOPE: 14.1

PARKING REQUIREMENT
LIVING AREA GARAGE AREA EXCLUDED GARAGE MECH/STOR. (W/ >6’ HGT. CLG. PARKED AREA
4359.77 SQ.FT.
+ 752.00 SQ.FT.- 430 SQ.FT.+
0 SQ.FT.
= 4681.77 SQ.FT.
4681.77 SQ.FT.
/ 1 SPACE/1000 SQ.FT.= 4 SPACES REQUIRED 1
Project
Address:

Legal
Description:

Assessor’s
Parcel Number:

Occupancy: R-3/U Construction: TYPE V-B SPRINKLERED
Codes:

CALIF. ADMINISTRATIVE CODE 2016 / CALIF. BUILDING CODE 2016 / CALIF. RESIDENTIAL CODE 2016 / CALIF. ELECTRICAL CODE 2016 / CALIF. MECHANICAL CODE 2016 / CALIF. PLUMBING CODE 2016 / CALIF. ENERGY CODE 2016 / CALIF. FIRE CODE 2016 / CALIF. GREEN CODE 2016 / CALIF. REFERENCED STANDARDS CODE 2016 / LOCAL MUNICIPAL CODE / ASSOCIATION GUIDELINES AND CC&R’S Project Description:

NEW 2 STORY SINGLE FAMILY RESIDENCE W/ BASEMENT - RETAINING WALLS, SITE STAIRS, ELEVATED DECKS,

AND SOLAR PANELS
Vicinity Map
6 EMERALD BAY DRIVE
LAGUNA BEACH, CA 92651
LOT 3 TRACT 940
053-060-62
OWNER: BILL AND PAULA STEELE
2285 LORRAINE ROAD, MARINO CA. 91108
626-458-2310
[email protected]
DESIGNER: GEOFF SUMICH DESIGN
31511 CAMINO CAPISTRANO, SUITE A, SAN JUAN CAPISTRANO, CA 92675 949-280-6514
[email protected]
CIVIL ENGINEER: TOAL ENGINEERING INC.
139 AVENIDA NAVARRO, SAN CLEMENTE, CA 92672
PHONE : 949-492-8586
[email protected]

LANDSCAPE
ARCHITECT:

EPT DESIGN
844 E. GREEN ST. SUITE 201 PASADENA, CA 91101
PHONE: 626-795-2008
[email protected]
SOILS ENGINEER: GEOFIRM
801 GLENNEYRE STREET, LAGUNA BEACH, CA 92651
949-494-2122
[email protected]

INTERIOR
DESIGNER:

ERROL DEJAGER
250 NEWPORT CENTER DR. #200 NEWPORT BEACH, CA 92660
PHONE: 949-673-7700
[email protected]

STRUCTURAL
ENGINEER: COASTLINE ENGINEERING, INC.
191 CALLE MAGDALENA, ENCINITAS, CA 92024
PHONE: 858-414-6167
[email protected]
MEP ENGINEER: ABSOLUTE CONSULTING ENGINEERS
3839 BIRCH ST., NEWPORT BEACH, CA 92660
949-852-8700
[email protected]

GENERAL
CONTRACTOR:

DAVID GABAY GENERAL BUILDING CONTRACTOR INC.
31726 RANCHO VIEJO RD. SUITE 108 SAN JUAN CAPISTRANO, CA 92675 949-370-0478
[email protected]

FIRE SPRINKLER
CONTRACTOR:

TS
NGPLAN
AGRAMS

ONDIAGRAMSHEETS
EETS
ETS
ETS

SITEPLAN

BASEMENTFLOORPLAN
1STFLOORPLAN
2NDFLOORPLAN

ROOFPLAN

STAKINGPLAN

EXTERIORELEVATIONS

EXTERIORELEVATIONS
BUILDINGSECTIONS1&2
BUILDINGSECTIONS3&4

BUILDINGSECTIONSA&B

BUILDINGSECTIONSC

WALLASSEMBLIES

FLOORASSEMBLIES

ROOFASSEMBLIES

RAILINGDETAILS

STAIRDETAILS

SITEDETAILS

LIGHTINGGENERALNOTESANDSHEETINDEX

LIGHITNGLAYOUTBASEMENTFLOOR

LIGHITNGLAYOUTFIRSTFLOOR

LIGHITNGLAYOUTSECONDFLOOR

BASEMENTDOOR&WINDOWSCHEDULE

FIRSTFLOORDOORSCHEDULE

FIRSTFLOORWINDOWSCHEDULE

SECONDFLOORDOORSCHEDULE

SECONDFLOORWINDOWSCHEDULE

WINDOWANDDOORDETAILS

SITEAREADIAGRAM

ROOFAREADIAGRAM

BASEMENTFLOORAREADIAGRAM
1STFLOORAREADIAGRAM
2NDFLOORAREADIAGRAM

GENERALNOTES

FOUNDATIONPLAN

FIRSTFLOORFRAMING

SECONDFLOORFRAMING
STR.CEILINGFRAMING

ROOFFRAMING

STRUCTURALSCHEDULES

TYPICALSTRUCTURALDETAILS
TYPICALSTRUCTURALDETAILS(2)

STRUCTURALDETAILS

STEELCONNECTIONSCHEDULES

STRUCTURALDETAILS

GENERALNOTESANDSPECIFICATIONS

GARAGEFLOORMECHANICALPLAN

MAINFLOORMECHANICALPLAN
2NDFLOORMECHANICALPLAN

ROOFMECHANICALPLAN

DETAILS

GENERALNOTESSINGLELINEDIAGRAM

PANELSCHEDULES

CIVILDRAWINGS

LANDSCAPESHEETS
P4.0
C-1
C-2
C-3
C-4
TP-01
TP-02
L1.00
L1.01
L1.02
L1.10
L1.11

DETAILS

TITLESHEET

PRECISEGRADINGPLAN

SECTIONSANDDETAILS

EROSIONCONTROLPLAN

TOPOGRAPHIC&BOUNDRYSURVEY
1960TOPOGRAPHICSURVEY

LANDSCAPETITLESHEET

HARDSCAPEANDIRRIGATIONPLANS
PLANTINGAND12VLIGHTINGPLANS

HARDSCAPEDETAILS

LANDSCAPEDETAILSANDNOTES

DEFERRED SUBMITTALS

ALL DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT AND/OR ENGINEER OF RECORD AND

CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY HOA

1. SOLAR PANELS TO BE APPROVED IN FUTURE SUBMITTAL. NOT INCLUDED AS PART OF THIS APPROVAL.

2. USE PERMIT REQUIRED FOR FRONT WATER FEATURE WALL (STAND ALONE WALL NOT PART OF STAIRS >3.5’ TALL)

3. VARIANCE REQUEST AND APPROVAL NEEDED FOR FRONT AREA ENCROACHMENTS, REAR YARD, AS WELL AS MINIMUM SETBACK FOR MAIN STRUCTURE AND GARAGE DOOR.

CONDITIONS FOR APPROVAL

1. SAN JOAQUIN HILLS TRANSPORTATION FEE.

2. STD. PLAN 1117 (SIGHT DISTANCE)

3. CONSTRUCT DRIVEWAY APPROACH PER OCPW STD. PLAN 1209

SUBMITTALS AND REVISIONS

BUILDINGANDSITEDATA

PROJECTDATA

CONTACTS
Submittals

4.FIRESPRINKLERS,GRADINGPLANS,SITERETAININGWALLS,SHORINGPLANS,ETC.UNDERSEPARATE PERMIT
SCOTTD.

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NO:C32834
REN.:06/30/2019
PROJECT INFORMATION - STEELE RESIDENCE6 EMERALD BAY DRIVE, LAGUNA BEACH CA A0.0 s u m i c h d e s i g n g e o f f s u m i c h d e s i g n g e o f f s u m i c h d e s i g n g e o f f s u m i c h d e s i g n g e o f f s u m i c h d e s i g n g e o f f s u 8/21/20
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FRONT SHEET

PROJECT INFORMATION

GENERAL NOTES I

GENERAL NOTES II
RESIDENTIAL KITCHEN AND BATHROOM REMODEL REQUIR...

WATERPROOFING SPECIFICATIONS

LISTING AND SPECIFICATIONS

ROOF SPECIFICATIONS

CAL GREEN NOTES I
TITLE 24 I
TITLE 24 II

AREA TABULATION

TOPOGRAPHIC SURVEY

SITE PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

ROOF PLAN

FIRST FLOOR REFLECTED CEILING PLAN

SECOND FLOOR REFLECTED CEILING PLAN

ELEVATIONS I

ELEVATIONS II

SECTIONS I

SECTIONS II

DETAILS I

DETAILS II

DETAILS III

DETAILS IV

DETAILS V

DETAILS VI

DETAILS IX

DETAILS VII

DETAILS VIII

DETAILS X

DETAILS XI

STAIRS AND ELEVATOR DETAILS

ELEVATOR LISTING AND SPEC

WINDOW AND DOOR SCHEDULE

DOOR SCHEDULE-VISUAL

WINDOW SCHEDULE-VISUAL

INTERIOR ELEVATIONS

DING AREA DATA
TOTAL
ABLE:

R 1571.27 SQ.FT.

R 1658.47 SQ.FT.
1130.03 SQ.FT.

SQ.FT.
4359.77 SQ.FT.

ABITABLE:
752.00 SQ.FT.

TOR. 105.46 SQ.FT.
660.91 SQ.FT.

PED AREA
%% 9.7%
Y SQ.FT. SQ.FT. 359.7 SQ.FT.

LANDSCAPE AREA SQ.FT.
0 SQ.FT. 359.7 SQ.FT.

Y
4 SPACES 4 SPACESY

KING REQUIREMENT
REA GARAGE AREA EXCLUDED GARAGE MECH/STOR. (W/ >6’
HGT. CLG. PARKED AREA

59.77 SQ.FT.
+ 752.00 SQ.FT.- 430 SQ.FT.+
0 SQ.FT.
= 4681.77 SQ.FT.

81.77 SQ.FT.
/ 1 SPACE/1000 SQ.FT.= 4 SPACES REQUIRED 1
WNER: BILL AND PAULA STEELE
2285 LORRAINE ROAD, MARINO CA. 91108
626-458-2310
[email protected]
SIGNER: GEOFF SUMICH DESIGN
31511 CAMINO CAPISTRANO, SUITE A, SAN JUAN CAPISTRANO, CA 92675 949-280-6514
[email protected]
VIL ENGINEER: TOAL ENGINEERING INC.
139 AVENIDA NAVARRO, SAN CLEMENTE, CA 92672
PHONE : 949-492-8586
[email protected]

NDSCAPE
CHITECT:

EPT DESIGN
844 E. GREEN ST. SUITE 201 PASADENA, CA 91101
PHONE: 626-795-2008
[email protected]
ILS ENGINEER: GEOFIRM
801 GLENNEYRE STREET, LAGUNA BEACH, CA 92651
949-494-2122
[email protected]
TERIOR
SIGNER:

ERROL DEJAGER
250 NEWPORT CENTER DR. #200 NEWPORT BEACH, CA 92660
PHONE: 949-673-7700
[email protected]

RUCTURAL
GINEER: COASTLINE ENGINEERING, INC.
191 CALLE MAGDALENA, ENCINITAS, CA 92024
PHONE: 858-414-6167
[email protected]
EP ENGINEER: ABSOLUTE CONSULTING ENGINEERS
3839 BIRCH ST., NEWPORT BEACH, CA 92660
949-852-8700
[email protected]
ENERAL
ONTRACTOR:

DAVID GABAY GENERAL BUILDING CONTRACTOR INC.
31726 RANCHO VIEJO RD. SUITE 108 SAN JUAN CAPISTRANO, CA 92675 949-370-0478
[email protected]

RE SPRINKLER
ONTRACTOR:

DEFERRED SUBMITTALS

ALL DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT AND/OR ENGINEER OF RECORD AND

CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY HOA

1. SOLAR PANELS TO BE APPROVED IN FUTURE SUBMITTAL. NOT INCLUDED AS PART OF THIS APPROVAL.

2. USE PERMIT REQUIRED FOR FRONT WATER FEATURE WALL (STAND ALONE WALL NOT PART OF STAIRS >3.5’ TALL)

3. VARIANCE REQUEST AND APPROVAL NEEDED FOR FRONT AREA ENCROACHMENTS, REAR YARD, AS WELL AS MINIMUM SETBACK FOR MAIN STRUCTURE AND GARAGE DOOR.

CONDITIONS FOR APPROVAL

1. SAN JOAQUIN HILLS TRANSPORTATION FEE.

2. STD. PLAN 1117 (SIGHT DISTANCE)

3. CONSTRUCT DRIVEWAY APPROACH PER OCPW STD. PLAN 1209

SUBMITTALS AND REVISIONS
NTACTS
Submittals

4.FIRESPRINKLERS,GRADINGPLANS,SITERETAININGWALLS,SHORINGPLANS,ETC.UNDERSEPARATE PERMIT
SCOTTD.

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1. CALIFORNIA TITLE 24 REQUIREMENTS HAVE BEEN TAKEN INTO CONSIDERATION. REFER TO TITLE 24 ENERGY ANALYSIS CALCULATIONS FOR MORE INFORMATION.

2. UNDERGROUND ALL UTILITIES TO THE NEAREST UTILITY POLE OR OTHER SERVICE CONNECTION.

3. THE FOLLOWING ITEMS REQUIRE A SEPARATE PERMIT AS THEY APPLY TO THIS PROJECT:
(i) SITE WALLS, PLANTERS, FENCES/GATES, HARDSCAPE.
(ii) A/C CONDENSERS, AND MECHANICAL EQUIPMENT.
(iii) GRADING & RETAINING WALLS.
(iv) WORK W/I PUBLIC RIGHT OF WAY.ARCHITECT
(v) POOLS, SPAS & FOUNTAINS.
(vi) FIRE SPRINKLER SYSTEMS.

4. THE CONSTRUCTION DOCUMENTS ARE PREPARED BASED ON CERTAIN HEIGHT LIMITS, SETBACKS, AREA CALCULATIONS AND OTHER DESIGN CRITERIA UNIQUE TO THIS PROJECT. NO CHANGES SHALL BE

MADE TO THE PROJECT WITHOUT CONSULTING THE ARCHITECT AND OBTAINING APPROVALS BY THE GOVERNING AGENCIES PRIOR TO CONSTRUCTING THE CHANGES.

5. ALL NEW PERIMETER FOUNDATION LOCATIONS, FINISH FLOOR & FINISH ROOF HEIGHTS SHALL BE SET & CERTIFIED BY THE LAND SURVEYOR OF RECORD. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY NEW CONSTRUCTION THAT IS NOT BUILT IN ACCORDANCE WITH CITY APPROVED DESIGN DRAWINGS AND CONSTRUCTION DOCUMENTS.

6. PROVIDE SHOP DRAWINGS FOR THE ARCHITECT’S REVIEW FOR THE FOLLOWING ITEMS:
(i) STRUCTURAL STEEL.
(ii) CABINETRY, DECORATIVE WOOD WORK, FINISH TRIMS, TILE LAYOUTS. (iii) DECORATIVE METAL WORK.

7. THE GENERAL CONTRACTOR SHALL ANALYZE ALL SECTIONS OF THE WORK, RESOLVE ANY QUESTIONS

HE/SHE MAY HAVE WITH THE ARCHITECT REGARDING THE MEANING & INTENT OF THE CONSTRUCTION

DOCUMENTS AND APPORTION THE WORK AMONG THE VARIOUS TRADES AS HE/SHE DEEMS MOST SUITABLE.

8. THE GENERAL CONTRACTOR SHALL RIGIDLY ENFORCE A PROGRESSIVE CLEAN-UP PROGRAM. THE SITE

AND BUILDING SHALL BE KEPT CLEAN AND FREE OF ANY HAZARDOUS ENCUMBRANCES AT ALL TIMES DURING WORK. ALL DEBRIS SHALL BE REMOVED FROM THE JOBSITE WEEKLY. TAKE CARE IN PROTECTING WORK, ADJACENT SURFACES AND AREAS NOT BEING REMODELED. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED ITEMS AT NO COST TO THE CLIENT.

9. DO NOT SCALE THESE DRAWINGS : WRITTEN DIMENSIONS AND ELEVATION HEIGHTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY AND ALL DISCREPANCIES, ERRORS, OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK.

10. FLOOR AND ROOF HEIGHTS ARE MAXIMUMS AND ARE TO FINISH MATERIALS, UNLESS OTHERWISE NOTED . THE GENERAL CONTRACTOR SHALL COORDINATE W/ THE LAND SURVEYOR OF RECORD TO ESTABLISH BUILDING SETBACKS, ROUGH CONC. SLAB HEIGHTS, ROUGH FRAMING HEIGHTS AT WOOD FRAMED FLOORS AND ROOFS. FLOOR PLAN DIMENSIONS ARE TO ROUGH FRAMING.

11. PRIOR TO ANY EXCAVATIONS CONTACT DIG ALERT (800 227 2600) (WWW.DIGALERT.ORG) TO VERIFY EXIST. CONDITIONS.

12. THE PROJECT SHALL COMPLY WITH ALL NPDES, SUSMP, & BMP REQUIREMENTS.

13. ALL PRODUCTS, SYSTEMS, AND EQUIPMENT SHALL BE INSTALL PER MANUFACTURER’S SPECIFICATIONS AND INSTRUCTIONS. MANUFACTURER’S PRODUCT INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION.

14. FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT

15. CIVIL ENGINEER OF RECORD SHALL CERTIFY AT PROJECT COMPLETION THAT THE SITE DRAINAGE IS IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED DRAINAGE PLAN. & AND
@ AT
ABV. ABOVE

A/C AIR CONDITIONER
A.D. AREA DRAIN
ADJUST. ADJUSTABLE
A.F.F. ABOVE FINISH FLOOR
A.F.G. ABOVE FINISH GRADE
A.F.I. ARC FAULT INTERRUPT
A.F.S. ABOVE FINISH SURFACE
ALUM./AL. ALUMINUM
AVG. AVERAGE
AWN. AWNING
BA. BATHROOM
BD. BOARD
BDRM. BEDROOM
BLDG. BUILDING
BLK.(’G) BLOCK(ING)
BLW. BELOW
BM. BEAM
B.O.F. BOTTOM OF FOOTING
BOT. BOTTOM
B.W. BOTH WAYS
BYND. BEYOND
C.B. CATCH BASIN
CEM.(BD.) CEMENT (BOARD)
C.J. CEILING JOIST
C.L. CENTER LINE
CLOS./CL. CLOSET
CLG. CEILING
CLR. CLEAR
C.M.U. CONCRETE MASONRY
UNIT
C.O. CLEAN OUT
CO. COPPER
COL. COLUMN
CONC.(BLK.) CONCRETE BLOCK
CONT. CONTINUOUS
CSMT. CASEMENT
CTR. CENTER
CU.YD./C.Y. CUBIC YARD
C.W. COLD WATER
DB. DECIBEL
DBL. DOUBLE
DEG. OR

O DEGREE
DEMO. DEMOLISH
D.F. DOUGLAS FIR
D.H. DOUBLE HUNG
DIAG. DIAGONAL
DIA. OR Ø DIAMETER
DISP. DISPOSAL
D.J. DECK JOIST
DN. DOWN
DTL. DETAIL
D.W. DISHWASHER
DWG. DRAWING
E EAST
E.G. EXISTING GRADE
E.S. EXISTING SURFACE
EL. ELEVATION
ELECT. ELECTRICAL
ELEV. ELEVATOR
E.M. ELECTRICITY METER
EQ. EQUAL
EQUIP. EQUIPMENT
E.W. EACH WAY
EXIST./E. EXISTING
EXT. EXTERIOR
F.F. FINISH FLOOR
F.G. FINISH GRADE
F.G. FUEL GAS
F.J. FLOOR JOIST
FIXT. FIXTURE
FLOUR. FLUORESCENT
FLR. FLOOR
FOUND. FOUNDATION
F.P. FIRE PLACE
FR. DR. FRENCH DOOR
FRM'G. FRAMING
F.S. FINISH SURFACE
FT'G. FOOTING
F.Y. FRONT YARD
GA. GAUGE
GAL. GALLON
GALV. GALVANIZED
G.F.I. GROUND FAULT

INTERRUPT
G.I. GALVANIZED IRON
GL.(BLK) GLASS (BLOCK)
G.M. GAS METER
GRND. GROUND
GYP. BD. GYPSUM WALL BOARD
H.B. HOSE BIB
HDR. HEADER
HGT. OR H. HEIGHT
HR. HOUR
HOR. HORIZONTAL
H.W. HOT WATER
I.R. INSIDE RADIUS
INSUL. INSULATION
INT. INTERIOR
INV. INVERT

J-BOX JUNCTION BOX
JST. JOIST
KIT. OR K. KITCHEN
LAV. LAVATORY
LAM. LAMINATE
LAUND. LAUNDRY
LB(S). POUND(S)
L.V. LOW VOLTAGE
LWR. LOWER
MANUF. MANUFACTURER
MAS. MASONRY
MAX. MAXIMUM
MECH. MECHANICAL
MEM. MEMBRANE
MIN. MINIMUM
MLD'G. MOULDING
MTL. METAL

N NORTH
N. NEW
N.T.S. NOT TO SCALE

O/ OVER
OBS. OBSCURE
O.C. ON CENTER
OPP. OPPOSITE
O.R. OUTSIDE RADIUS

OSB ORIENTED STRAND
BOARD
PERF. PERFORATED
P.L. PROPERTY LINE
PLYWD. PLYWOOD
PR. PAIR
PSI POUNDS PER SQ. IN.

PWDR. POWDER

PVC POLYVINYL CHLORIDE
QTR. QUARTER
QTY. QUANTITY
R. RISER
R OR RAD. RADIUS
RECP. RECEPTACLE
REFR. REFRIGERATOR
REINF. REINFORCED
REQ'D. REQUIRED
RET. RETURN
RF.(‘G) ROOF(ING)
R.O. ROUGH OPENING
R.O.W. RIGHT OF WAY
RM. ROOM
R.R. ROOF RAFTER
R.Y. REAR YARD

S SOUTH
S.B. SETBACK
SCHED. SCHEDULE

SFM STATE FIRE MARSHALL
SHT. SHEET
SHT'G. SHEATHING
SHWR. SHOWER
SIM. SIMILAR
SLP. SLOPE
SPECS. SPECIFICATIONS
SPKR. SPEAKER
SQ. SQUARE
S.S. STAINLESS STEEL
STR. STAIRS
STL. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SURF. SURFACE
S.Y. SIDE YARD
T. THERMOSTAT
T. TREAD

T&G TONGUE AND GROOVE
TEL. TELEPHONE
THK. THICK
THRESH. THRESHOLD
T.P. TOP PLATE
T.O.C./T.C. TOP OF CURB
T.O.S./T.S. TOP OF SLAB
T.O.W./T.W. TOP OF WALL
T.S. TUBE STEEL
TYP. TYPICAL
T.V. TELEVISION
U.O.N. UNLESS OTHERWISE
NOTED
UTIL. UTILITY
VAC. VACUUM
V.I.F. VERIFY IN FIELD
VERT. VERTICAL
W WEST
W. WASHER
W. WIDTH

W/ WITH
W.C. WATER CLOSET
WD. WOOD
WDW. WINDOW
W.H. WATER HEATER
W.I. WROUGHT IRON
W.M. WATER METER

W/O WITHOUT
W.P. WATERPROOF
WTR. WATER
W.W.M. WELDED WIRE MESH

1. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS, AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. CBC 1203.4.3.2.1, CMC T-4-4

2. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: CBC 2406.3 A. SWINGING AND SLIDING DOORS
B. WHEN LOCATED WITHIN 60” OF THE FLOOR SURFACE IN TUBS, SHOWER, SAUNAS, OR STEAM ROOMS C. WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF DOORS AND INTHIN 60 INCHES OF WALKING

SURFACE
D. WHERE GLAZING AREA IS MORE THAN 9 SQ.FT. IN AREA
E. WITH THE BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR AND TOP EDGE MORE THAN 36 INCHES ABOVE FLOOR ADJACENT TO STAIRWAYS WITHIN 60” HORIZONTALLY OF BOTTOM TREAD OF STAIRWAY AND EXPOSED SURFACE IS WITHIN 60 INCHES ABOVE NOSE OF TREAD.

3. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24 INCHES IN FRONT AND 15 INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION CPC 407.5

4. WALL COVERING OF SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE DRAIN INLET. PROVIDE CEMENT BOARD OR CEMENT PLASTER BACKING FOR TILE CPC 411.7

5. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1024 SQ.IN. (7.1 SQ.FT.) OR MORE IN CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER CIRCLE

6. THE CLOTHES DRYER VENT SHALL NOT EXCEED 14 FT. IN OVERALL LENGTH. CMC 504.3.2

7. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R315.3) A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) B. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS

CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R315.1.1 AND R315.1.2

8. ALL RECEPTACLE OUTLETS IN BATHROOMS, ABOVE KITCHEN COUNTERTOP , CRAWL SPACES, GARAGE, ROOFTOPS, OUTDOOR OUTLETS, WITHIN 6 FT. OF WET BAR SINK/ LAUNDRY SINK TO BE PROTECTED BY GROUND FAULT CIRCUIT INTERRUPTER (GFCI) CEC 210.8

9. ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS (RECEPTACLE, LIGHTING, SMOKE DETECTORS, ETC.) TO BE PROTECTED BY COMBINATION TYPE ARC FAULT CIRCUIT INTERRUPTER (AFCI) CECE210.12

10. DOORS THAT PROVIDE DIRECT ACCESS TO THE SWIMMING POOL SHALL BE PROVIDED WITH AN APPROVED POOL ALARM OR APPROVED BARRIER PER CITY POOL ORDINANCE.

11. PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. CRC R703.6.3

12. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN PLATES AT

EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD.

13. AT THE TIME OF FINAL INSPECTION, AN OPERATION AND MAINTENANCE MANUAL, ACCEPTABLE TO THE

ENFORCING AGENCY SHALL BE PROVIDED TO THE TO THE BUILDING OCCUPANT OR OWNER PER SECTION CGBS 4.410.

14. MOISTURE CONTENT OF BUILDING MATERIALS. CGBS SECTION 4.505 BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19-PERCENT MOISTURE CONTENT. MOIS- TURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING:
a. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS CODE. b. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1219 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED.
c. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PER- FORMED ON WALL AND FLOOR

FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING.

Site Calculations
grading: total
.

CUT CU.YD.

FILL CU.YD.

NET EXPORT 0.0 CU.YD.
impervious surf. existing proposed
STRUCTURE 0.0 SQ.FT. 0.0% 4604.0 SQ.FT. 41.5%
HARDSCAPE (INC. DRIVE) 0.0 SQ.FT. 0.0% 2156.0 SQ.FT. 19.4% TOTAL 0.0 SQ.FT. 0.0% 6760.0 SQ.FT. 60.9%
Building Area Data
total .
habitable:

BASEMENT 1821.0 SQ.FT.

GROUND FLOOR 3413.0 SQ.FT.
-- 0.0 SQ.FT.

STORAGE 0.0 SQ.FT.

TOTAL 5234.0 SQ.FT.
non-habitable:

GARAGE 1180.0 SQ.FT.

MECHANICAL 0.0 SQ.FT.

DECKS 1041.0 SQ.FT.

Parking
required existing proposed ok

COVERED COVERED COVERED
Y
205
Zoning Data OK
description required existing proposed
EP
USE S.F.R. S.F.R. S.F.R. N/A

ZONE SPO ZONE SPO ZONE SPO ZONE N/A
LOT AREA 11107.0 SQ.FT. 11107.0 SQ.FT. 11107.0 SQ.FT.

YY
AVG. LOT WIDTH 80.00 FT. 75.00 FT. 75.00 FT. N/A
AVG. LOT DEPTH 140.00 FT. 93.75 FT. 93.75 FT. N/A
MAX HEIGHT AT:

ABV. GRADE / F.F. 18.00 FT. FT. 18.00 FT.

YY
ABV. P.L./CURB/ST. C.L. 30.00 FT. FT. N/A FT.

YN
SETBACK REQUIREMENTS:

FRONT YARD 10.00 FT. FT. 20.00 FT.NY
REAR YARD (PL / TOP OF SLOPE) 15.00 FT. FT. 15.00 FT.NY SIDE YARDS 5.00 10.00 FT. FT. 5.00 10.00 FT.NY

LOT COVERAGE

60.0 %% 40.2%
YY
6664 SQ.FT. SQ.FT. 4466.0 SQ.FT.

LANDSCAPED AREA

25.0 %% 50.3%
NY
2777 SQ.FT. SQ.FT. 5585 SQ.FT.

Notes
1 Deferred
• Fire Sprinkler Plans
Under Separate Permit
• Swimming Pool Plans • Retaining Walls, Site Walls, Fencing, And Exterior Stairs Revisions
Owner: RON AND TRISSA THOMPSON
7 SEARIDGE, LAGUNA NIGUEL, CA 92677
(949) 493-4409
[email protected]
Designer: GEOFF SUMICH DESIGN
31511 CAMINO CAPISTRANO, SUITE A, SAN JUAN CAPISTRANO, CA 92675 (949) 496-8991
PROJECT MANAGER:

GABRIEL GIAMANCO
[email protected]
Structural
Engineer:

COASTLINE ENGINEERING, INC.

MIKE ISRAEL, P.E.
5825 AVENIDA ENCINAS, SUITE 108, CARLSBAD, CA 92008
(760) 436-1344
[email protected]
Land Surveyor: TOAL ENGINEERING INC.

VIKTOR MEUM, PLS
139 AVENIDA NAVARRO, SAN CLEMENTE, CA 92672
(949) 492-8586
[email protected]
Geotechnical: VIAGEOS CONSULTING ENGINEERING GEOLIGISTS MIKE CHILDS, E.G.
305 N. COAST HIGHWAY, UNIT R, LAGUNA BEACH, CA 92651
(949) 494-2721
[email protected]
Landscape
Architect:

DANIEL STEWART AND ASSOCIATES
2753 CAMINO CAPISTRANO, SUITE B2, SAN CLEMENTE, CA 92672 (949) 361-9388
[email protected]
Civil Engineer: TOAL ENGINEERING INC.
139 AVENIDA NAVARRO, SAN CLEMENTE, CA 92672
(949) 492-8586
MEP Engineers: ABSOLUTE CONSULTING ENGINEERS
3839 BIRCH, NEWPORT BEACH, CA 92660
(949) 852-8700
Project
Address:

Legal
Description:

Assessor’s
Parcel Number:

Occupancy: R-3/U Construction: TYPE V-B SPRINKLERED
Codes:
2013 CA Residential code (CRC), 2013 CA Mechanical Code (CMC), 2013 CA Plumbing Code (CPC), 2013 CA Electrical Code (CEC) 2013 CA Green Building Standards Code (CGBS), 2013 CA Energy Efficiency Standards (CEES), And the City of Dana Point Regulations and Ordinances. The Strand Homeowners Association Design Guidelines and CC&R’s
Project Description:

New single story residence with basement, garage, retaining walls, site walls, fencing, and exterior stairs.

Vicinity Map
15 Shoreline Dr - Google Maps
https://www.google.com/maps/place/15+Shoreline+Dr,+Dana+Point,+CA+92629/@33.465577,-117.7068855,17z/data=!4m2!3m1!1s0x80dcf05db 15 Shoreline Dr
15 Shoreline
Dana Point, CA 92629
Lot 74, Tract 16331
672-593-07

1.Inthecaseofemergency,callRonThompson
atCell#(949)493-4409.

2.Thedischargeofpollutantstoanystormdrainagesystemisprohibited.No solidwaste,petroleumbyproducts,soilparticulate,constructionwastematerials, orwastewatergeneratedonconstructionsitesorbyconstructionactivitiesshall beplaced,conveyed,ordischargedintothestreet,gutter,orstormdrainsystem.

3.Sedimentfromareasdisturbedbyconstructionshallberetainedonsite usingstructuralcontrolstothemaximumextentpracticable.

4.Stockpilesofsoilshallbeproperlycontainedtominimizesedimenttransport fromthesitetostreets,drainagefacilitiesoradjacentpropertiesviarunoff,vehicle tacking,orwind.

5.AppropriateBMP’sforconstruction-relatedmaterials,wastes,spillsshallbe implementedtominimizetransportfromthesitetostreets,drainagefacilities,or adjoiningpropertiesbywindorrunoff.

6.Runofffromequipmentandvehiclewashingshallbecontainedat constructionsitesunlesstreatedtoreduceorremovesedimentandother pollutants.

7.Allconstructioncontractorandsubcontractorpersonnelaretobemade awareortherequiredbestmanagementpracticesandgoodhousekeeping measuresfortheprojectsiteandanyassociatedconstructionstagingareas.

8.Attheendofeachdayofconstructionactivityallconstructiondebrisand wastematerialsshallbecollectedandproperlydisposedintrashorrecyclebins.

9.Constructionsitesshallbemaintainedinsuchaconditionthatan anticipatedstormdoesnotcarrywastesorpollutantsoffthesite.Dischargesof materialotherthanstormwateronlywhennecessaryforperformanceand completionofconstructionpracticesandwheretheydonot:causeorcontribute toaviolationofanywaterqualitystandard;causeorthreatentocausepollution, contamination,ornuisance;orcontainahazardoussubstanceinaquantity reportableunderFederalRegulations40CFRParts117and302.

10.Potentialpollutantsincludebutarenotlimitedto:solidorliquidchemical spills;wastesfrompaints,stains,sealants,glues,limes,pesticides,herbicides,wood preservativesandsolvents;asbestosfibers,paintflakesorstuccofragments;fuels, oils,lubricants,andhydraulic,radiatororbatteryfluids;fertilizers,vehicle/ equipmentwashwaterandconcretewashwater;concrete,detergentor floatablewastes;wastesfromanyengine/equipmentsteamcleaningor chemicaldegreasingandsuperchlorinatedpotablewaterlineflushing.

Duringconstruction,permitteeshalldisposeofsuchmaterialsinaspecified andcontrolledtemporaryareaon-site,physicallyseparatedfrompotential stormwaterrunoff,withultimatedisposalinaccordancewithlocal,stateand federalrequirements.

11.Dewateringofcontaminatedgroundwater,ordischargingcontaminated soilsviasurfaceerosionisprohibited.Dewateringofnon-contaminated groundwaterrequiresaNationalPollutantDischargeEliminationSystemPermit fromtherespectiveStateRegionalWaterQualityControlBoard.

12.Gradedareasonthepermittedareaperimetermustdrainawayfromthe faceofslopesattheconclusionofeachworkingday.Drainageistobedirected towarddesiltingfacilities.

13.Thepermitteeandcontractorshallberesponsibleandshalltakenecessary precautionstopreventpublictrespassontoareaswhereimpoundedwater createsahazardouscondition.
14Thepermitteeandcontractorshallinspecttheerosioncontrolworkand DWG
SHT
VIEWID

DRAWING&SHEETID
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ProjectNotes
Abbreviations
GeneralNotesBuildingandSiteData
Submittals
ContactsProjectData
NPDESNotes

SYMBOLLEGEND
USE
ZONE

LOT AREA
AVG.LOT WIDTH
AVG.LOT DEPTH
MAX HEIGHT AT:

ABV.GRADE/ F.F

PAD ELEVATION

ZONING DATA

SETBACK REQUIREMENTS

FRONT YARD
REAR YARD(P.L /TOP OF SLOPE)

SIDE YARDS

LOT COVERAGE

LANDSCAPED AREA

BUILDING AREA DATA
HABITABLE:

LOWER FLOOR

UPPER FLOOR

STORAGE
TOTAL
NON-HABITABLE:

GARAGE

MECHANICAL
DECKS

SITE CALCULATIONS

GRADING
CUT
FILL

NET EXPORT
IMPERVIOUS SURF.

STRUCTURE
HARDSCAPE (INC.DRIVE)
TOTAL

PARKING

DESCRIPTION
NOTES

REQUIRED EXISTING PROPOSEDEP
TOTAL
TOTAL

EXISTING PROPOSED

REQUIRED EXISTING PROPOSED

COVERED COVERED COVERED
SQ.FT.

SQ.FT.

SQ.FT.
%%%SQ.FT.

SQ.FT.

SQ.FT. %%%
CU.YD.

CU.YD.

CU.YD. 0.0
SQ.FT.

SQ.FT.

FT.

SQ.FT.

FT.

SQ.FT.

FT.

FT. FT. FT. % % %
SQ.FT. SQ.FT. SQ.FT.

SQ.FT. SQ.FT. SQ.FT. % % %
N/A
S.F.RN/A

SPO ZONE
S.F.R

SPO ZONE
POOL SQ.FT.

COAST GEOTECHNICAL, INC
1200 West Commonwealth, Fullerton, CA. 92833
714-870-1211
[email protected]
Jeff Rubie
24040 Camino del avion E-308
Monarch Beach, CA. 92629
3SHORELINE DRIVE,
DANA POINT, CA 92629
LOT 79, TRACT 16331
672-593-02
2019
2019 2019
2019 2019
2019

FMH ENGINEERING
410 Goddard, Suite #200
Ivrine, CA. 92618
949-245-8000
[email protected]

SOUTHLAND ENERGY CONSULTANTS
361 Calle Borrego, San Clemente, CA. 92672
949-497-3591
[email protected]

JAMES PEKARSKE
1219, Ganado, San Clemente, CA. 92673
949-366-8865
[email protected]
3380.06-
3104.9 6 485,5
770,5

80.1 3261.7
545.1
3057.7 24.46
203
3792.9

30.34 5064.5

40.51 7819

62.5 25
3125.5
5 105 10
15 15
20 20
167.0
18 167.0
18 154.45
12502

82.71 PV SYSTEM
A
S
5646.1 45.16
9465 69.62
PMA CONSULTING, INC.
28161Casitas Ct., Laguna Niguel, CA. 92677
714-717-7542
[email protected]

POOL & SPA ENGINEERS
Jeff Rubie

16. ADDITIONAL REVIEW WILL BE PERFORMED AS NECESSARY WHEN SITE WALLS AND POOL /SPA PLANS ARE
SUBMITTED FOR THEIR RESPECTIVE BUILDING PERMITS; AND ANY ADDITIONAL REVIEW COMMENTS WILL BE PRESENTED AT THAT TIME.

17. ALL DRAINAGE SHALL BE MAINTAINED AND IN ACCORDANCE WITH THE 2019 CALIFORNIA BUILDING CODE AND THE CITY OF DANA POINT MUNICIPAL CODE" AND "POOL EQUIPMENT AREA SHALL NOT

DRAIN TO THE STORM DRAIN SYSTEM, AND SHALL DRAIN TO A LANDSCAPE AREA OR TO THE SANITARY SEWER SYSTEM.

CONSTRUCTION OF NEW SINGLE STORY RESIDENCE WITH GARAGE, POOL, SITE WALLS, FENCING AND EXTERIOR STAIRS

SCOPE OF WORK
N
N
A
A
A X
LANDSCAPE ARCHITECT: MJS
DESIGNER : GEOFF SUMICH DESIGN
OWNER : RC ALLEY
31741 Contijo Way Coto de Caza, CA 92679
Email: [email protected]
(714) 318-4775
geoff sumich design inc.
31511 Camino Capistrano, suite a San Juan Capistrano, CA 92675 (949) 496-8991 Email: [email protected]
507 30th Street Newport Beach, CA 92663
Attn: Jessica Nguyen (949) 675-9964
Email: [email protected]
CIVIL ENGINEER: TOAL ENGINEERING
1200 W. Commonwealth Avenue Fullerton, CA 92833
(714) 870-1211
Email: [email protected]
139 Avenida Navarro, San Clemente, CA 92672
Attn: Caleb Rios (949) 492-8586
Email: [email protected]
SOILS ENGINEER: COAST GEOTECHNICAL, INC.

DRESS :
ijo Way, Coto De Caza, CA 92679
CY: R- 3 / U
ONSTRUCTION: V-B SPRINKLER
ANGE COUNTY MUNICIPAL CODE) CALIFORNIA CODES: 2019 CBC, 2019 CFC, 2019 CEC, AND 2019 CMC, 2019 CAL GREEN
CRIPTION :

ACT 9507 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF ORANGE. 81-07
MATION:

OTO DE CAZA
158,523.32 SF
AREA: 68,775.30 SF
OWABLE COVERAGE: 40% = 27,510.12 SF
UILDING INFORMATION:
-STORY SINGLE FAMILY & ATTACHED GARAGE TO BE DEMOLISHED OOTPRINT: 3,458.94 SF
ING INFORMATION:

RY SINGLE FAMILY & ATTACHED GARAGE
PRINT: 8 326,53 SF
FORMATION:

BACK: 50FT
ACK: 50FT
CK: 50FT
ACK: 50FT
1845 W. Orangewood Ave., Ste. 200,Orange, CA 92868
(714) 978 9780
vcastructural.com
STRUCTURAL ENGINEER: VCA STRUCTURAL
4 Shetland, Trabuco Canyon, CA 92679 (949) 888-9511 M.E.P : GREGORY DESIGN

JECT DATACONTACTS SHEET INDEX

ARCHITECTURAL
20 051
6 100
9 3 220.77
3 821.03-
7 041.8
1 284.73
478 -
WORK:

N OF EXISTING 2-STORY SINGLE FAMILY & ATTACHED GARAGE WITH 3,458.94 SF

OOTPRINT
TION OF NEW 2-STORY SINGLE FAMILY DWELLING WITH 5 CARS GARAGE, X E.V.

ELEVATOR, POOL, SOLAR SYSTEM, TRELLIS AND SITE RETAINING WALLS AND STAIRS.

SUBMITTALS:

IL DESIGN

IC FIRE SPRINKLERS

MIC ANCHORS

RUCTURE
STAIRS

41.81 284.73 1 000.000 7326.53

6.537

CARBON MONOXIDE
ALARM

SMOKE ALARM

EXHAUST

BOL LEGEND

ELEVATION

R ELEVATION

NCE MARKER

N REFERENCE
ARKER

REFERENCE
ARKER

L (SECTION)

NCE MARKER

L (SECTION)

NCE MARKER

TOPOGRAPHIC

CONTOURS

EXISTING
GRADE

PROPOSED GRADE

SETBACK LINE

PROPERTY LINE

NORTH ARROW

N OR SURFACE
ARKER

REVISION REFERENCE

X DOOR MARKER

WINDOW MARKER

ABBREVIATIONS
STRUCTURAL S-1 FOUNDATION PLAN S-2 FLOOR FRAMING PLAN S-3 ROOF FRAMING PLAN SD-0 STRUCTURAL SPECIFICATION
SD-1 STRUCTURAL DETAILS
SD-2 STRUCTURAL DETAILS
SD-3 STRUCTURAL DETAILS
SD-4 STRUCTURAL DETAILS
SD-5 STRUCTURAL DETAILS
M.E.P
MECHANICAL M-1 SITE PLAN, EQUIPMENT SCHEDULE AND NOTES M-2 FIRST FLOOR PLAN M-3 SECOND FLOOR PLAN M-4 ROOF PLAN M-5 DETAILS

ELECTRICAL
EN NOTES AND SPECS E1 SITE ELECTRICAL PLAN E2 FIRST FLOOR POWER PLAN E3 FIRST FLOOR LIGHTING PLAN E4 SECOND FLOOR POWER PLAN E5 SECOND FLOOR LIGHTING PLAN PLUMBERY P-1 SITE PLAN, NOTES, PIPING MATERIAL SCHEDULE ,
FIXTURE UNIT CALCS, ABBREVIATIONS P-2 UNDERSLAB-FIRST FLOOR PLAN P-3 FIRST FLOOR PLAN P-4 SECOND FLOOR PLAN P-5 ROOF PLAN P-6 GAS RISER DIAGRAM P-7 HOT AND COLD WATER RISER DIAGRAM P-8 WASTE & VENT RISER DIAGRAM P-9 DETAILS P- 10 DETAILS T-24 T-24.1 TITLE 24 T-24.1 TITLE 24

SOLAR (PV)
PV-1.0 SITE PLAN
PV-1.1 NPDES NOTES
PV-2.0 ROOF PLAN
PV-3.0 STRUCTURAL DETAILS
PV-4.0 SINGLE LINE DIAGRAM
PV-5.0 SIGNAGE
PV-5.1 STRINGING

SPECIFICATIONS

SPECIFICATIONS
CIVIL C-1 TITLE SHEET C-2 PRELIMINARY GRADING PLAN C-3 SECTIONS C-4 EROSION CONTROL PLAN

LANDSCAPE
LT.0 COVER SHEET
LC.1 LANDSCAPE CONSTRUCTION PLAN
LC.2 LANDSCAPE CONSTRUCTION PLAN
LI.1 IRRIGATION HYDROZONE PLAN
LI.2 IRRIGATION HYDROZONE PLAN
LI.3 IRRIGATION NOTES AND CALCULATIONS
LP.1 PLANTING PLANES
LP.2 PLANTING PLANES
LP.3 PLANTING DETAILS
LP.4 PLANTING SPECIFICATIONS
LL.1 LANDSCAPE LIGHTING PLAN FOR COORDINATION ONLY
LL.2 LANDSCAPE LIGHTING PLAN FOR COORDINATION ONLY
BLD22-2751
PKG21-0846
DMO23-0007

MITS REQ'D
GRADING GRD21-0142
SOLAR SLR22-2163
ELECTRICAL ELC22-2270
MECHANICAL MEC22-1541
SITE RETAINING BLD22-3246
C-.04 L-.01 L-.02 L-.03 L-.04 L-.05 L-.06 L-.07 L-.08CUT AND FILL EXHIBIT

PRELIMINARY HARDSCAPE PLAN (UPPER)

PRELIMINARY HARDSCAPE PLAN (LOWER)

LANDSCAPE SECTIONS AND IMAGES

PRELIMINARY PLANTING PLAN AND FUEL MODIFICATION PLAN (UPPER)

PRELIMINARY PLANTING PLAN AND FUEL MODIFICATION PLAN(LOWER)

PRELIMINARY LANDSCAPE LIGHTING PLAN

LANDSCAPED OPEN SPACE (UPPER)

LANDSCAPED OPEN SPACE (LOWER)
C-.01 C-.02 C-.03 C-.04PRELIMINARY GRADING PLAN

PRELIMINARY GRADING PLAN

SECTIONS AND DETAILS

CUT AND FILL EXHIBIT
A.0.1
A.0.2
A.0.3
A.0.4
A.0.5
A.0.6
A.0.7
A.0.8
A.0.9
A.0.10
A.1.1
A.1.2
A.1.3
A.1.4
A.2.1
A.2.2
A.2.3
A.2.4
A.2.5
A.2.6
A.2.7
A.3.1
A.3.2
A.3.3
A.3.4
A.3.5
A.3.6
A.3.7
A.3.8
A.3.9
A.4.1
A.4.2
A.4.3
A.4.4
A.4.5
A.4.6
A.4.7
A.4.8
A.4.9
A.4.10
A.4.11
A.5.1
A.5.2
A.5.3
F.1
F.2
F.3
F.4
F.5
F.6
F.7
F.8
F.9
F.10
F.11
F.12
F.13
F.14
F.15
L.1
R-S.1
ST.1

COVER SHEET

PROJECT INFO

TOPOGRAPHIC SURVEY (ONE SHEET)
TOPOGRAPHIC SURVEY (1)
TOPOGRAPHIC SURVEY (2)
SITE PLAN (1)
SITE PLAN (2)

EASEMENT EXHIBIT (ONE SHEET)
EASEMENT EXHIBIT (1)
EASEMENT EXHIBIT (2)

ROOF PLAN

MAIN FLOOR

MIDDLE FLOOR

LOWER FLOOR

ELEVATIONS ( NORTH / EAST )

ELEVATIONS ( SOUTH / WEST )

STREETSCAPE

COLORED ELEVATIONS

SITE SECTION A

SITE SECTION B

SITE SECTION C

SITE SECTIONS D

SITE SECTIONS E

SECTIONS F-G

SECTIONS H

SECTIONS I

SECTIONS J

MAIN FLOOR LIVING/GARAGE AREA DIAGRAM

MIDDLE FLOOR LIVING/GARAGE AREA DIAGRAM

LOWER LIVING/GARAGE AREA DIAGRAM

MAIN FLOOR DECK/MECHANICAL AREA DIAGRAM

MIDDLE FLOOR DECK/MECHANICAL AREA DIAGRAM

LOWER FLOOR DECK/MECHANICAL AREA DIAGRAM
EXISTING AREA DIAGRAM (LOT 31987)
EXISTING AREA DIAGRAM (LOT 31987)
EXISTING AREA DIAGRAM (LOT 31987)
EXISTING AREA DIAGRAM (LOT 31985)
LOT COVERAGE AREAS DIAGRAM 3D VIEWS 3D VIEWS 3D VIEWS

FIRE DEPARTMENT-SITE ACCESS PLAN
FIRE DEPARTMENT-AM&M 1
FIRE DEPARTMENT-AM&M 2
FIRE DEPARTMENT-AM&M 3
FIRE DEPARTMENT-AM&M 4
FIRE DEPARTMENT-AM&M 5
FIRE DEPARTMENT-AM&M 6
FIRE DEPARTMENT-AM&M 7
FIRE DEPARTMENT-AM&M 8
FIRE DEPARTMENT-AM&M 9
FIRE DEPARTMENT-AM&M 10
FIRE DEPARTMENT-AM&M 11
FIRE DEPARTMENT-AM&M 12
FIRE DEPARTMENT-AM&M 13
FIRE DEPARTMENT-AM&M 14

EXTERIOR LIGHTING PLAN

RECORD OF SURVEY

STAKING PLAN
OWNER:

DESIGNER: GEOFF SUMISH DESIGN
31511 CAMINO CAPISTRANO, SUITE A, SAN JUAN CAPISTRANO, CA 92675 949-496-8991
[email protected]
CONTRACTOR:

CIVIL ENGINEER:

SOILS
ENGINEER:

M.E.P
ENGINEER:

FIRE SPRINKLER
CONTRACTOR:

LANDSCAPE:

STRUCTURAL
ENGINEER:

CONTACTS
PROJECT NOTES PROJECT SUMMARY TABLE PROJECT DATA PROJECT ADRESS:
31985 AND 31987 COAST HIGHWAY,LAGUNA BEACH,

CALIFORNIA

LEGAL DESCRIPTION
:

A POR. OF LOTS 27 AND 28, THREE ARCHES PALISADES #2

ASSESSOR'S
PARCEL NUMBER:
056-160-41 , 056-160-03
VICINITY MAP:

1. CALIFORNIA TITLE 24 REQUIREMENTS HAVE BEEN TAKEN INTO CONSIDERATION. REFER TO TITLE 24 ENERGY ANALYSISCALCULATIONS FOR MORE INFORMATION. 2. UNDERGROUND ALL UTILITIES TO THE NEAREST UTILITY POLE OR OTHER SERVICE CONNECTION .

3. THE FOLLOWING ITEMS REQUIRE A SEPARATE REVIEW AND PERMIT AS THEY APPLY TO THIS PROJECT:
(i) SITE WALLS, PLANTERS, FENCES/GATES, HARDSCAPE. (ii) A/C CONDENSERS, AND MECHANICAL EQUIPMENT. (iii) GRADING & RETAINING WALLS. (iv) WORK W/I PUBLIC RIGHT OF WAY (v) POOLS, SPAS & FOUNTAINS. (vi) FIRE SPRINKLER SYSTEMS. 4. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5’ OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN FROM CAL/OSHA (714-558-4451). THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO BEGINNING ANY WORK. 5. THE CONSTRUCTION DOCUMENTS ARE PREPARED BASED ON CERTAIN HEIGHT LIMITS, SETBACKS ,
AREA CALCULATIONS AND OTHER DESIGN CRITERIA UNIQUE TO THIS PROJECT. NO CHANGES SHALL BE

MADE TO THE PROJECT WITHOUT CONSULTING THE ARCHITECT AND OBTAINING APPROVALS BY THE GOVERNING AGENCIES PRIOR TO CONSTRUCTING THE CHANGES. 6. ALL NEW PERIMETER FOUNDATION LOCATIONS, FINISH FLOOR & FINISH ROOF HEIGHTS SHALL BE SET & CERTIFIED BY THE LAND SURVEYOR OF RECORD. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY NEW CONSTRUCTION THAT IS NOT BUILT IN ACCORDANCE WITH CITY APPROVED DESIGN DRAWINGS AND CONSTRUCTION DOCUMENTS. 7. PROVIDE SHOP DRAWINGS FOR THE ARCHITECT’S REVIEW FOR THE FOLLOWING ITEMS: (i) STRUCTURAL STEEL. (ii) CABINETRY, DECORATIVE WOOD WORK, FINISH TRIMS, TILE LAYOUTS. (iii) DECORATIVE METAL WORK. 8. THE GENERAL CONTRACTOR SHALL ANALYZE ALL SECTIONS OF THE WORK, RESOLVE ANY QUESTIONS

HE/SHE MAY HAVE WITH THE ARCHITECT REGARDING THE MEANING & INTENT OF THE CONSTRUCTION

DOCUMENTS AND APPORTION THE WORK AMONG THE VARIOUS TRADES AS HE/SHE DEEMS MOST SUITABLE.

9. THE GENERAL CONTRACTOR SHALL RIGIDLY ENFORCE A PROGRESSIVE CLEAN-UP PROGRAM. THE

SITE AND BUILDING SHALL BE KEPT CLEAN AND FREE OF ANY HAZARDOUS ENCUMBRANCES AT ALL TIMES DURING WORK.

ALL DEBRIS SHALL BE REMOVED FROM THE JOB SITE WEEKLY. TAKE CARE IN PROTECTING WORK, ADJACENT SURFACES AND AREAS NOT BEING REMODELED. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED ITEMS AT NO COST TO THE CLIENT.

10. DO NOT SCALE THESE DRAWINGS : WRITTEN DIMENSIONS AND ELEVATION HEIGHTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY AND ALL DISCREPANCIES, ERRORS, OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK.

11. FLOOR AND ROOF HEIGHTS ARE MAXIMUMS AND ARE TO FINISH MATERIALS, UNLESS OTHERWISE NOTED . THE GENERAL CONTRACTOR SHALL COORDINATE W/ THE LAND SURVEYOR OF RECORD TO ESTABLISH BUILDING SETBACKS, ROUGH CONC. SLAB HEIGHTS, ROUGH FRAMING HEIGHTS AT WOOD FRAMED FLOORS AND ROOFS. FLOOR PLAN DIMENSIONS ARE TO ROUGH FRAMING.

12. PRIOR TO ANY EXCAVATIONS CONTACT DIG ALERT (DIAL #811) (WWW.DIGALERT.ORG) TO VERIFY EXIST CONDITIONS.

13. THE PROJECT SHALL COMPLY WITH ALL NPDES, SUSMP, & BMP REQUIREMENTS.

14. ALL PRODUCTS, SYSTEMS, AND EQUIPMENT SHALL BE INSTALL PER MANUFACTURER’S SPECIFICATIONS AND INSTRUCTIONS. MANUFACTURER’S PRODUCT INSTALLATION INSTRUCTIONS SHALL

BE AVAILABLE ON THE JOB SITE ATTHE TIME OF INSPECTION AND PROVIDED TO THE OWNER AT COMPLETION OF CONSTRUCTION.

15. FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT

16. CIVIL ENGINEER OF RECORD SHALL CERTIFY AT PROJECT COMPLETION THAT THE SITE DRAINAGE IS IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED DRAINAGE PLAN.

17. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5’ OF MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN PERMITS FROM CAL/OSHA. THIS PERMIT, ALONG WITH ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK. CONTACT CAL/OSHA AT 714-558-4451
PROJECT DESCRITION:

SHEET INDEX

ABBREVIATIONS

PROJECT
USE : S.F.R

DESCRIPTION

EXISTING DEMO PROPOSED
P

ZONING DATA OK

LOT AREA
-
4666.48
SQ.FTY
AVG.LOT WIDTH
5800
FT. N.A
- FT. Y
FT. - FT. Y
MAX. HEIGHT ABV GRADE / FF
SETBACK REQUIREMENTS:

FRONT YARD FT. FT. Y
REAR YARD FT. 34.8 FT. Y
SIDE YARDS FT. 31.3 FT. FT. Y
LANDSCAPED OPEN SPACE(MIN 3FTX3FT)
BUILDING AREA DATA:

HABITABLE:

MAIN FLOOR 2855.6 SQ. FT. MIDDLE FLOOR 3565.92 SQ. FT.

LOWER FLOOR 107.31 SQ. FT.

STORAGE
- SQ. FT.

TOTAL 6528.83 SQ. FT.

NON-HABITABLE:

GARAGE SQ. FT.

MECHANICAL AREA SQ. FT.

DECKS SQ. FT.

SITE CALCULATIONS:

IMPERVIOUS SURF. :PROPOSED
STRUCTURE SQ.FT
%
HARDSCAPE (INC. DRIVE)
%
TOTAL
%
32 2 COVERED SPACES
30 62

TOAL ENGINEERING, INC
139 AVENIDA NAVARRO, SANClEMENTE , CA 92672
949.492.8586
WWW.TOALENGINEERING.COM

DOCKSTADER JAMES LANDSCAPE ARCHITECT
1493 GLENNEYRE, LAGUNA BEACH, CA 92651
20 39.8
25 14.5
888 PACIFIC HOLDINGS LLC (203) 243-2571
[email protected]
OCCUPENCY : R 3/U
CONSTRUCTION :V-B WITH AUTOMATIC INTERIOR FIRE SPRINKLER SYSTEM(NFPA 13D) CODES : 2022 CRC, CEC, CMC, CPC

DEFERRED SUBMITTALS

NPDES NOTES

STONEY MILLER CONSULTANTS,INC
33 JOURNEY#200, ALISOVIEJO, CA 92656
949.380.4886

6.56.5 14.5
4666.48

ARCHITECTURE
CIVIL

LANDSCAPE
AVG.LOT DEPTH
MAX. HEIGHT ABV P.L / CURBS / ST.C.L
Y
FT.
30 FT. FT. 30 FT.

LOT COVERAGE(BLDG SITE COVERAGE) SQ.FT
ZONE : LOT SLOPE : 43.6%

FLOOR AREA RATIO
-
YYY

PARKING

IRRIGATED LANDSCAPE AREA

REQUIRED EXISTING PROPOSED

REMODEL -----
--------
5850.0
-
892.65- 415.18
586.47
2832.5
EXISTING REMOVED%
DEMOLITION:

ROOF AND FLOORS

ROOF AREA

FLOOR AREA
TOTAL
WALLS
TOTAL
100

EXISTING
%%%
--
----

GRADING
CUT
OUTSIDE INSIDE POOL/SPA TOTAL (CU.YD)
FILL

NET EXPORT
---------
2835

LOT SLOPE CALCULATION
FRONT P.L
REAR P.L
AVG.SLOPE =
/
ALLOWABLE BUILDING SITE COVERAGE %
REQUIRED LANDSCAPED AREA %
LOT COVERAGE AREA = 0.35 x LOT AREA= 16574 X 0.35 = 5800 28 %
FT
WIDTH
POOL
SPA

POOL/SPA DIMENSIONS

LENGTH DEPTH VOLUME
GAL
GAL
FT.

FT.

FT. 7 FT.
11 34
11 --

14.025 2.050

SPRINKLERS
5850.0 415.18
REMAINING% DEMO%
100
100
-
- 1960.88
19159.59
100
16 574
332
- 104.3 332
104.3
15 7
FT.

87.8 FT. 29.8

44.6 16 574
157.98 FT/ FT /

14.4 FT FT FT
159.74 FT FT%
161.5
15 14.7
22 332
+===
+-
FT
FT
FT
159.74

14.7 43.6
EXTERIOR BUILDING LIGHTING:

FIXTURE TYPE

STEP LIGHT

WALL SCOUNCE
5 200 66
42 PROPOSED FIXTURE COUNT 120

WATTAGE LUMENS QUANTITY COMMENTS
LANDSCAPE LIGHTING:

FIXTURE TYPE

DRIVE-OVER WELL LIGHT

LOW VOLTAGE LED RECESSED LIGHT
5 3.5
100
160
10 11
PROPOSED FIXTURE COUNT 21

WATTAGE LUMENS QUANTITY COMMENTS
LANDSCAPE AREA = 0.35 x LOT SIZE (EXCLUDES ROW DEDICATED AREA) = 33 554 X 0.35 = 11 744
19 159.59 57.1
%
SQ.FT
FT.

FT.

FT.
2 COVERED SPACES 2 COVERED SPACES
SQ.FT SQ.FT
SQ.FT
SQ.FT
SQ.FT
SQ.FT SQ.FT
SQ.FT
SQ.FT SQ.FT
SQ.FT
11744
SQ.FT
SQ.FT
SQ.FT
SQ.FT
SQ.FT
SCOPE OF WORK:

The project consists of the complete demolition of the existing two-story single-family residence, followed by the construction of a new three-story single-family dwelling (Use: Single-Family Dwelling, Occupancy: R3/U). The new residence will include four bedrooms, eight bathrooms, a total living area of approximately 6,546.37 sq. ft., and a two- car garage with a garage area of 586.47 sq. ft. The scope also includes the construction of a fire-access path and staircase located at the front portion of the property. Additionally, the work includes the installation of a new funicular on the existing funicular track, along with new exterior stairs on the bluff providing access down to the beach

1. IN THE CASE OF EMERGENCY, CALL MORRIS SKENDERIAN AT WORK PHONE # 949-497-3374

2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TOTHE MAXIMUM EXTENT PRACTICABLE. 3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM

THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND. 4. APPROPRIATE BMP
’S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE

IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. 6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR

THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN

STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.

9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;

WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES

FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE

OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY

SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON- CONTAMINATED GROUNDWATER REQUIRES A

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.

12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY

PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.

13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.

14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.

15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT

CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.

16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.

17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN

EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT

PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT

TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES

SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE
150
2685

NET (A)
34 740
GROSS
5438
4980
10 418
R 3/U
---
0000100
100
100
100 100
5850.0--

UP LIGHT

WALL SCONCE
3 200
200
200
33 39
35% 28
%
227.42
892.65
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof TOPOGRAPHIC SURVEY (ONE SHEET)- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.0.3 February 02 2026

DELTA B
11 9
12 13
18 19 4 6 6 9 8
10 JOB NO. SHEET 1 3 9 A v e n i d a N a v a r r o S a n C l e m e n t e , C A 9 2 6 7 2 9 4 9 . 4 9 2 . 8 5 8 6 w w w . t o a l e n g i n e e r i n g . c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G S T O R M W A T E R Q UA L I T YOF PREPARED FOR: APVD. DATE R E V I S I O N S BY DATE
APPD.:

DATE:

DWG. NO.

H. SCALE:

SURVEY DATE: V. SCALE:

CHD.:

DRN.:

A. RAMA KRISHNA STAT E OF CA L I FORN I AL ICENSED LAND SURVEYO VIKTOR P.

RMEUM
No. 8682
VIKTOR P. MEUM
P.L.S. 8682
DATE:
1"=10'
5-31-24 -
6-19-24
AR
MSF
VM
24071 1 2
TP-01A POR. OF LOTS 27 AND 28, THREE ARCHES PALISADES #2, APN 056-160-41 31985 AND 31987 COAST HIGHWAY, LAGUNA BEACH, CALIFORNIA TOPOGRAPHIC SURVEY BENCHMARK NOTE:

OCSBM T-783
ELEV=135.610
NAVD88 DATUM, 2004 ADJ.

BOUNDARY NOTE:

THE PLAT SHOWN HEREON IS PER RSB 301/45-46
SCALE: 1"=10'
31987 COAST HIGHWAY APN: 056-160-41

NUMBERING SEQUENCE PER FIRST AMERICAN TITLE COMPANY PRELIMINARY TITLE REPORT NO. O-SA-7090740 DATED APRIL 4, 2024.

INDICATES PLOTTED HEREON

EFFECT OF ROW DEDICATION TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE 19, 1925 IN BOOK 592, PAGE 103 OF DEEDS. (PLOTTED HEREON.)

EFFECT OF EASEMENT IN FAVOR OF SAN DIEGO CONSOLIDATED GAS & ELECTRIC COMPANY FOR PUBLIC UTILITIES PURPOSES RECORDED AUGUST 5, 1926 IN BOOK 665, PAGE 312 OF DEEDS. (NOT PLOTTABLE FROM RECORD.)

EFFECT OF EASEMENT IN FAVOR OF THE WHITING COMPANY FOR WATER LINE PURPOSES RECORDED MAY 12, 1927 IN BOOK 41, PAGE 351 OF OFFICIAL RECORDS. (AFFECTS PROPERTY. PLOTTED HEREON.)
EFFECT OF DECLARATION OF RESTRICTIONS RECORDED JULY 26, 1929 IN BOOK 300. PAGE 94 OF OFFICIAL RECORDS. MODIFICATIONS TO SAID RESTRICTIONS RECORDED SEPTEMBER 13, 1929 OF OFFICIAL RECORDS. (BLANKET IN NATURE.)

EFFECT OF EASEMENT FOR INGRESS, EGRESS AND REGRESS OVER, ACROSS AND ALONG THE SOUTHEASTERLY 3 FEET OF PARCELS 1 AND 2 TO BE USED WITH THE OWNERS OF THE REMAINDER OF THE SOUTHEASTERLY 50 FEET OF LOT 27 OF THREE ARCHES PALISADES NO. 2. (PLOTTED HEREON.)

EFFECT OF ROW DEDICATION CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED APRIL 19, 1932 IN BOOK 552, PAGE 71 OF OFFICIAL RECORDS. (AFFECTS PORTIONS OF PACELS 3 AND 4. PLOTTED HEREON)

EASEMENT IN FAVOR OF SOUTH COAST WATER DISTRICT FOR A TUNNEL FOR SEWER PIPE LINE PURPOSES RECORDED IN BOOK 2504, PAGE 621 OF OFFICIAL RECORDS. TERMS AND PROVISIONS RECORDED FEBRUARY 16, 2011 AS INSTRUMENT NO. 11-86900 OF OFFICIAL RECORDS. (AFFECTS PROPERTY. PLOTTED HEREON.) 456789
10 EASEMENT NOTES
31985 COAST HIGHWAY APN: 056-160-03
NUMBERING SEQUENCE PER CHICAGO TITLE COMPANY PRELIMINARY TITLE REPORT NO. 58602402525-CB DATED APRIL 19, 2024.

INDICATES PLOTTED HEREON

EFFECT OF EASEMENT IN FAVOR OF SAN DIEGO CONSOLIDATED GAS & ELECTRIC COMPANY FOR PUBLIC UTILITIES PURPOSES RECORDED AUGUST 5, 1926 IN BOOK 665, PAGE 312 OF DEEDS. (NOT PLOTTABLE FROM RECORD.)

EFFECT OF EASEMENT FOR EGRESS, INGRESS AND REGRESS PURPOSES OVER A PORTION OF PARCEL 1 AS GRANTED BY DEED TO ALICE MALCOMSON RECORDED JULY 16, 1929 IN BOOK 31, PAGE 37 AND BY DEED RECORDED SEPTEMBER 13, 1929 IN BOOK 314, PAGE 65, BOTH OF OFFICIAL RECORDS. (AFFECTS PROPERTY. PLOTTED HEREON.)

EFFECT OF EASEMENT FOR EGRESS, INGRESS AND REGRESS PURPOSES OVER A PORTION OF PARCEL 1 AS GRANTED BY DEED TO ALICE MALCOMSON RECORDED 13, 1931 IN BOOK 453, PAGE 421 OF OFFICIAL RECORDS. (AFFECTS PROPERTY. PLOTTED HEREON.)

EFFECT OF ROW DEDICATION CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED APRIL 19, 1932 IN BOOK 552, PAGE 71 OF OFFICIAL RECORDS. (AFFECTS PORTION OF PARCEL 1. PLOTTED HEREON.)
EFFECT OF DECLARATION OF RESTRICTIONS RECORDED AUGUST 14, 1975 IN BOOK 11483, PAGE 1945 OF OFFICIAL RECORDS. MODIFICATIONS TO SAID RESTRICTIONS RECORDED JANUARY 10, 1994 AS INSTRUMENT NO. 1994-19301 OF OFFICIAL RECORDS. (BLANKET IN NATURE.)
EFFECT OF MATTERS CONTAINED IN THE DOCUMENT ENTITLED" 1000 STEPS SOUTH LAGUNA BEACH AGREEMENT" RECORDED JANUARY 13, 1984 AS INSTRUMENT NO. 1984-44253 OF OFFICIAL RECORDS. (NOT PLOTTED. OUTSIDE OF SURVEY AREA.) EFFECT OF MATTERS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT CONCERNING ADMINISTRATIVE USE PERMIT" RECORDED FEBRUARY 16, 1995 AS INSTRUMENT NO. 1995-65097 OF OFFICIAL RECORDS. (BLANKET IN NATURE.)

EFFECT OF EASEMENT IN FAVOR OF THE CITY OF LAGUNA BEACH FOR STREET PURPOSES RECORDED MARCH 9, 2009 AS INSTRUMENT NO. 2009-108622 OF OFFICIAL RECORDS. (AFFECTS THE NE'LY 10' OF PROPERTY. PLOTTED HEREON.)

TOPOGRAPHIC SURVEY
(
1 )- 888 PACIFIC HOLDINGS LLC
31985 COAST HIGHWAY,LAGUNA BEACH, CA92651
A
.
0 .
4 February 02 2026
DELTA
B
11 9
12 13
18 19
4 6
6 9
8 JOB NO. SHEET
1 3 9 A v e n i d a N a v a r r o S a n C l e m e n t e , C A 9 2 6 7 2 9 4 9 . 4 9 2 . 8 5 8 6 w w w . t o a l e n g i n e e r i n g . c o m

C I V I L E N G I N E E R I N G

L A N D S U R V E Y I N G

S T O R M W A T E R Q UA L I T Y
OF
PREPARED FOR: APVD. DATE R E V I S I O N S BY DATE
APPD.:

DATE:

DWG. NO.

H. SCALE:

SURVEY DATE: V. SCALE:

CHD.:

DRN.:

A. RAMA KRISHNA

STAT E OF CA L I FORN I A

L ICENSED LAND SURVEYO
VIKTOR P.

RMEUM
No. 8682
VIKTOR P. MEUM
P.L.S. 8682
DATE:
1/8"=1'
5-31-24 -
6-19-24
AR
MSF
VM
24071 1 2
TP-01A POR. OF LOTS 27 AND 28, THREE ARCHES PALISADES #2, APN 056-160-41 31985 AND 31987 COAST HIGHWAY, LAGUNA BEACH, CALIFORNIA TOPOGRAPHIC SURVEY BENCHMARK NOTE:

OCSBM T-783
ELEV=135.610
NAVD88 DATUM, 2004 ADJ.

BOUNDARY NOTE:

THE PLAT SHOWN HEREON IS PER RSB 301/45-46
SCALE: 1/8"=1'
31987 COAST HIGHWAY APN: 056-160-41

NUMBERING SEQUENCE PER FIRST AMERICAN TITLE COMPANY PRELIMINARY TITLE REPORT NO. O-SA-7090740 DATED APRIL 4, 2024.

INDICATES PLOTTED HEREON

EFFECT OF ROW DEDICATION TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE 19, 1925 IN BOOK 592, PAGE 103 OF DEEDS. (PLOTTED HEREON.)

EFFECT OF EASEMENT IN FAVOR OF SAN DIEGO CONSOLIDATED GAS & ELECTRIC COMPANY FOR PUBLIC UTILITIES PURPOSES RECORDED AUGUST 5, 1926 IN BOOK 665, PAGE 312 OF DEEDS. (NOT PLOTTABLE FROM RECORD.)

EFFECT OF ROW DEDICATION CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED APRIL 19, 1932 IN BOOK 552, PAGE 71 OF OFFICIAL RECORDS. (AFFECTS PORTIONS OF PACELS 3 AND 4. PLOTTED HEREON)

EASEMENT IN FAVOR OF SOUTH COAST WATER DISTRICT FOR A TUNNEL FOR SEWER PIPE LINE PURPOSES RECORDED IN BOOK 2504, PAGE 621 OF OFFICIAL RECORDS. TERMS AND PROVISIONS RECORDED FEBRUARY 16, 2011 AS INSTRUMENT NO. 11-86900 OF OFFICIAL RECORDS. (AFFECTS PROPERTY. PLOTTED HEREON.)
4 5
6 7
8 9
10 EASEMENT NOTES
31985 COAST HIGHWAY APN: 056-160-03
NUMBERING SEQUENCE PER CHICAGO TITLE COMPANY PRELIMINARY TITLE REPORT NO. 58602402525-CB DATED APRIL 19, 2024.

INDICATES PLOTTED HEREON

EFFECT OF EASEMENT IN FAVOR OF SAN DIEGO CONSOLIDATED GAS & ELECTRIC COMPANY FOR PUBLIC UTILITIES PURPOSES RECORDED AUGUST 5, 1926 IN BOOK 665, PAGE 312 OF DEEDS. (NOT PLOTTABLE FROM RECORD.)

EFFECT OF SEWER EASEMENT AGREEMENT BETWEEN WEST COAST HOLDINGS, LLC AND KIM H PEARMAN, AS TRUSTEE OF THE PEARMAN TRUST, RECORDED FEBRUARY 2, 2018 AS INSTRUMENT NO. 2018-40033 OF OFFICIAL RECORDS. (EASEMENT LOCATED NORTHWEST OF PROPERTY. PLOTTED HEREON.)
8 9
10 11
12 13
14 16
17 18
19 geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich design A
.
0 .
4 TOPOGRAPHIC SURVEY
(
1 )- 888 PACIFIC HOLDINGS LLC
31985 COAST HIGHWAY,LAGUNA BEACH, CA92651
BLDG
STRING
LINE
DECK
STRING
LINE
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof TOPOGRAPHIC SURVEY (2)- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.0.5 February 02 2026

DELTA B
10 JOB NO. SHEET 1 3 9 A v e n i d a N a v a r r o S a n C l e m e n t e , C A 9 2 6 7 2 9 4 9 . 4 9 2 . 8 5 8 6 w w w . t o a l e n g i n e e r i n g . c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G S T O R M W A T E R Q UA L I T YOF PREPARED FOR: APVD. DATE R E V I S I O N S BY DATE
APPD.:

DATE:

DWG. NO.

H. SCALE:

SURVEY DATE: V. SCALE:

CHD.:

DRN.:

A. RAMA KRISHNA STAT E OF CA L I FORN I AL ICENSED LAND SURVEYO VIKTOR P.

RMEUM
No. 8682
VIKTOR P. MEUM
P.L.S. 8682
DATE:
1/8"=1'
5-31-24 -
6-19-24
AR
MSF
VM
24071 2 2
TP-01A POR. OF LOTS 27 AND 28, THREE ARCHES PALISADES #2, APN 056-160-41 31985 AND 31987 COAST HIGHWAY, LAGUNA BEACH, CALIFORNIA TOPOGRAPHIC SURVEY SCALE: 1/8"=1'
31987 COAST HIGHWAY APN: 056-160-41

NUMBERING SEQUENCE PER FIRST AMERICAN TITLE COMPANY PRELIMINARY TITLE REPORT NO. O-SA-7090740 DATED APRIL 4, 2024.

INDICATES PLOTTED HEREON

EFFECT OF ROW DEDICATION TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE 19, 1925 IN BOOK 592, PAGE 103 OF DEEDS. (PLOTTED HEREON.)

EFFECT OF EASEMENT IN FAVOR OF SAN DIEGO CONSOLIDATED GAS & ELECTRIC COMPANY FOR PUBLIC UTILITIES PURPOSES RECORDED AUGUST 5, 1926 IN BOOK 665, PAGE 312 OF DEEDS. (NOT PLOTTABLE FROM RECORD.)

EFFECT OF ROW DEDICATION CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED APRIL 19, 1932 IN BOOK 552, PAGE 71 OF OFFICIAL RECORDS. (AFFECTS PORTIONS OF PACELS 3 AND 4. PLOTTED HEREON)

INDICATES PLOTTED HEREON

EFFECT OF EASEMENT IN FAVOR OF SAN DIEGO CONSOLIDATED GAS & ELECTRIC COMPANY FOR PUBLIC UTILITIES PURPOSES RECORDED AUGUST 5, 1926 IN BOOK 665, PAGE 312 OF DEEDS. (NOT PLOTTABLE FROM RECORD.)

OCSBM T-783
ELEV=135.610
NAVD88 DATUM, 2004 ADJ.

BOUNDARY NOTE:

THE PLAT SHOWN HEREON IS PER RSB 301/45-46
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geo A.0.5TOPOGRAPHIC SURVEY (2)- 888 PACIFIC HOLDINGS LLC 31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof

SITE PLAN
(
1 )- 888 PACIFIC HOLDINGS LLC
31985 COAST HIGHWAY,LAGUNA BEACH, CA92651
A
.
0 .
6 February 02 2026
DELTA
B
24R x 6"
14'-6"
18'
34'-10"
+152.00' F.F
+152.00' F.F
+152.00' F.F
+152.00' F.F

FIREPLACE
DOWN

ELEVATOR

FIREPLACE
DINING
11R x 6"
13R x 6"
21R x 6
5/8"
DOWN
UP
N
42" H GLASS GUARDRAIL
13'-11
3/4"
+140,00' F.S
+146,50' F.S
+140,00' F.S

STEEL GRATE STRIP DRAIN

TRASH AREA
GARAGE
LOGGIA

FAMILY ROOM KITCHEN
HER
CLOSET
MASTER
BATH
MASTER

BEDROOM
HIS
CLOSET
CHEF'S

KITCHEN

1.5%
6%
BBQ
PIZZA
OVEN
LIVING
ROOM

LINE OF SKYLIGHT ABOVE
POWDER

MOTOR COURT

DECK BELOW

DECK BELOW
10%
SHELF

SERVICE YARD
24R x 6" 13'-3
1/2"
16'-9
1/4"
4'-2" 13'-5"
12'-1
1/2"
23'-6
3/4"
8'-3"
16'
2'-3" 5'
46'-1
1/2"
330'
7'-1
3/4"
105'-6"
20' 10'-1
1/4" 16'-9
3/4"
68'-9
1/4"
4'-2
3/4" 2'-9"
20'
8'-6" 8'-6"
5'-4
1/2" 11'-11/2" 7'-3/4"
20'-10" 2'-3"
5'-
7/8" 3'-6" 5' 3'-6" 5'-7/8"
1'-6"
22'-1
3/4" 14'-6" 4'-6"
1'-6"
22'-1
3/4" 5'-31/4" 3' 10'-83/4" 2' 6'-71/2" 4'-3" 3'-3"
5'-6" 11'-4" 3'-5" 3' 13'-5
3/4" 3'
9"
5' 5'-5
1/4" 4' 2'-2"
2'-
3/4"
8'-4"
7'-2"
1'-6"
14'-
1/4" 3'
5"
2'-2" 2' 2'-5" 2' 5'-11"
39'-8"
4'-2
1/8"
20'
6'-10"
5'-4"
18'-10"
23'-2
3/4"
40'-9
1/2"
3'-8"
1'-6" 8" 1'-6"
3'
+140.00' F.S
+161.81' F.S
+151.40'
+156.70'F.G
158,92' T.W
+151.60' F.S
+151,28' T.G
+158.20' F.G
+151.60' F.S
+158.30' F.S
+151.85'
+145,48' F.S
+156.64' F.G
+157.80' F.G
+156.88'
+157.13'T.C
159,80' T.C
+152.00'
+161.27' F.G
+161.00' F.G
+158.92' F.G
+158.72'
+158.77'
36" H METAL

GUARDRAIL
4' PUBLIC SIDE WALK
42" H GLASS GUARDRAIL

PROPERTY LINE
42" H GLASS GUARDRAIL

COAT CLOSET SEAT
ENTRY
SHOWER
14%
14%
14%
SLOPE 1.5%
1"
SLOPE
SLOPE
SLOPE
SLOPE
SITE PLAN NOTE:
1-ALL UTILITY LINES SHALL BE PLACED UNDERGROUND TO THE NEAREST EXISTING POLE SIDE YARD SETBACK

MECHANICALDECK BELOW
DECK
DECK
BENCH
7'-2
3/4" 16'-5" 19'-4" 7'-9
3/4"
9'-10
1/2" 22'-1 14'-6" 4'-6" 2'3/4"
11'-4
1/4"
15'
24'-2
1/2"
17'-5
1/4" 14'-6" 1'-11" 16'-6" 4'-8"
9'-2
1/4" 24'-2
3/4"
1'
17'-2"
1'
6'-9
1/4" 6'-
1/2"
3'-6 3' 12' 3'
7/8"
1'-2"
2'-6"
+152.00'F.S
+152.00'F.S
42" H METAL

GUARDRAIL
TUB
24R x 6"
12R x 6"
12R x 6"
12'-3"
3'-9" 2'-6"
1'-2"
25'
36'
42'-8"

STEEL GRATE

STRIP DRAIN
FRONT

COURTYARD

BLUFF TOP
25' BLUFF TOP SETBACK
3 RD 8.5'X 20' PARKING SPOT

BLUFF TOP

SETBACK
DOWN
UP
10R x 6
1/4"
7'-11"
4'
10'
10'
20'
1'
24'-
1/2" 5'-1
1/2" 6'-11"
1'-4
1/2"
2'-10"
1'-6"
2'-10"
1'-6"
2'-10"
1'-6"
2'-10" 29'-9
1/2" 3'
+134,00 F.S
+128,00' F.S
+140,00' F.S
+134,00' F.S
151,958' F.S
+153.10' F.S
+161.80' T.W
+151,64' G.F.F
+151.60' F.S
+151.60' F.S
+163.89' T.W
+163.89' T.W
+161.00' T.W
+160,50' T.W
+151.50' F.S
+151,50' T.G
+151,50' T.W
+152.00' F.S
+134.50' T.W +136.00' T.W
+158.30' F.S
+151.60'
+153.20'
+155.20'
+158.00'
+161,80' T.W
+161,80' T.W
+162,00' T.W
+161.00' T.W
+134,50' F.S
+134.50' T.W
+158.42'
+134.50' T.W
+128,00' F.S
+138.00' T.R
+134.50' T.W

STEEL GRATE

STRIP DRAIN

STEEL GRATE

STRIP DRAIN

URN PLANTER

MAIL BOX
7' HIGH STEEL GATE
14%
6%
FRONT

SETBACK
LINE

PROPERTY
LINE
GARAGE
ENTRY

OPEN TO
BELOW
SLOPE

EASEMENT
DOWN
DOWN
DOWN
4' PUBLIC
SIDE
WALK
DOWN

SIDE SETBACK LINE

LINE OF EXISTING BUILDING

LINE OF

MAIN FLOOR
DOWN
4 TH 8.5'X 20' PARKING SPOT

TWO CAR GARAGE
UP
UP

DRIVEWAY

NEW SINGLE FAMILY RESIDENCE
31985 COAST HIGHWAY GARAGE OUTLINE

RIGHT OF WAY

DECK BELOW

PROPERTY LINE

PROPERTY LINE
ENTRY
DOWN
G
G
I
H
F
F
A
B
C
J
D
E

0.000
BD point

0.000

0.000
BD point
N 59°21'30" E 330.81'
N 59°21'30" E 99.58'
N 59°21'30" E 332.35'
N 59°21'30" E 91.85'
N 30°38'30" W 49.66'
R = 14
6 0 .0
0 ' = 0 °5
9 ' 2
9 " L = 2
5 .2
6 '
R = 14 6 0 .0 0 ' = 1° 10 ' 4 7 " L = 3 0 .0 6 '

0.000
BD point

0.000
BD point
A POR. OF LOTS 27 & 28
THREE ARCHES PALISADES #2
A POR. OF LOT 27
A POR. OF LOT 28
N
36°52'30" W
136.01'
CENTRE
LINE
OF
THE
STREET
COAST

HIGHWAY

0.000
BD point (maybe wrong desc)
PCL 1
SE'LY LINE OF LOT 27
31985 COAST HWY

3.00'
INST. NO. 2024000116693 O.R.
2 .00 '
11 9
12 13

SW'LY ROW LINE PER
R.S.B. 3/16-17 &
10 .00 '
18 NW'LY LINE OF LOT 27
2 .00 '
19 2 .00 '

SW'LY DEED LINE PER
BK. 552, PG. 71 O.R.
4 CL
6 6
R = 1 6 0 .0 0 ' = 1°58 ' 2 1 " L = 5 0 .2 6 '
9 N 53°07'30" E 40.00'
31987 COAST HWY
INST. NO. 2024000117565 O.R.
8 INST. NO. 2024000116693 O.R. PCL 2
A POR. OF LOT 27
THREE ARCHES PALISADES #2
PCL 4
PCL 1
PCL 2
PCL 5
INST. NO. 2024000117565 O.R. 10.00'

13.00'
N 59°21'30" E 159.19'
N 30°38'30" W 35.00'
BK. 592, PG. 103 O.R.

N 59°21'30" E 149.06'
8 .00 '
8 .00 '

7.17' BD point NW 0.18'
N
36°52'30" W

49.96'
121 .4
121 .3
121 .3
121 .4
121 .2
121 .2
121 .3
121 .4
121 .5
121 .6
120 .8
156 .7
151 .6
147 .2
147 .8
146 .4
144 .9
143 .9
143 .9
143
143
.9
.8
144 .6
146 .2
160 .5
161 .5
161 .5
161 .5
161 .0
160 .6
160 .6
159 .2
158 .9
158 .6
155 .8
159 .1 160 .1 157 .4
154 .2
150 .1
149 .8
147 .8
150 .3
151 .3
122 .1
123
123
.0
.8
95 .8
95 .7
100 .2
101 .9
101 .7
101 .8
118.7
117.9
79 .1
79 .0
75 .2
151 .7
148 .5
147 .8
145 .6
145 .5
144 .7
146 .2
146 .7
146 .6
146 .0
145 .5
129 .7
128 .9
127 .7
126
126
.9
.1
125 .7
126 .0
126 .8
127 .0
123 .7
123 .8
124 .6
124 .1
123
123
.6
.5
123 .6
130 .0
128 .2
127 .6
126 .9
126 .6
126 .0
125 .7
125 .3
123 .4
124 .5
124 .2
124 .0
121 .7
119.7
118.2
116.5
81 .1
80 .6
79 .2
79 .0
79 .4
80 .4
80 .8
86 .6
86 .5
86 .9
86 .9
92 .5
80 .4
80 .5
156 .2
156 .9
157 .5
159 .2
156 .8
155 .0
153 .9
153 .9
151
150
.8
.1
148 .7
148 .8
147 .0 147 .9
146 .8
142 .3
142 .3
158 .8
158
157
.8
.7
151 .5
148 .0
146 .1
140 .4
129 .0
115.4
145 .3
147 .4
149 .4
139 .1
138 .8
131 .3
127 .6
123 .6
80 .6
82 .2
83 .4
138 .7
134 .7
132 .0
128 .6
128 .6
124 .5
124 .1
123 .8
124 .3
124 .4
114.9
118.3
117.9
158 .7
158 .8
155 .3
144 .9
150 .5
152 .9
153 .7
153 .1
156 .7
153 .9
154 .4
149 .4
147 .2
151 .0
142 .3
139 .3
148
146
.5
145
.6
.0
146 .0
144 .9
147 .5
149 .9
151 .0
149 .3
149 .0
149 .8
146 .9
146 .3
150 .6
141
140
.9
.9
139 .3
137 .3
132 .9
134 .7
133 .1
133 .0
131 .8
131 .8
143 .1
145 .8
147 .0
160
160
.5
.4
151 .6
151 .6
118.4
128 .8
136 .0
141 .5
136 .6
139 .6
136 .1
141 .6
135 .4
132 .9
139 .0
133 .3
130 .4
127 .8
123 .7
133 .7
132 .8
132 .2
128 .7
123 .7
120 .0
119.9
128 .6
136 .2
133 .5
129 .5
125 .9
122 .2
122 .3
118.7
120 .2
121 .2
116.3
104 .6
93 .8
104 .6
99 .3
85 .4
74 .9
80 .1
119.1
114.4
107 .9
106 .0
111.2
110.0
102 .4
101 .4
95 .8
92 .7
76 .2
75 .3
78 .3
82 .8
93 .4
99 .3
102 .8
111.7
99 .7
102 .0
89 .8
84 .3
111.5
108 .5
75 .2
70 .3
152 .98
158 .20
157 .30
157 .54
157 .62
158 .15
158 .52
158 .68
159 .40
160 .05
160 .20
160 .32
160 .62
160 .78
160 .94
161 .25
162 .97
162 .48
162 .00
161 .44
161 .01
160 .47
159 .84
159 .37
155 .82
158 .89
153 .67
153 .70
156 .41
153 .44
153 .54
151 .64
160 .35
160 .41
155 .94
153 .11
151 .27
148 .72
137 .55
114.38
161 .55
161 .36
161 .34
160 .75
157 .97
155 .03
153 .08
152 .17
157 .93
157 96 .
158 .02
158 .02
159 .35
158 .81
157 .98
158
157 .93
.25
158 .23
158 .36
158 .35
155 .01
157 .55
148 98 .
159 .62
159 .57
160 .63
160 .70
160 .71
160 .71
160 .82
160 .94
161 .18
161 .58
152 .57
150 .31
150 .14
155 .56
155 .17
151 .41
145 .78
145 .16
145 .08
150 .27
150 .25
151 .49
153 .45
153 .02
153
152
.00
.92
152 .96
152 .93
153 .26
153 .48
153 .27
153 .27
153 .32
153 .35
153 .38
153 .33
153 .27
153 .27
145 .64
144 .92
116.71
138 .00
137 .97
137 .95
137 .63
125 .67
144 .82
144 .24
142 .54
142 .48
117.80
120 .79
121 .49
113.70
119.96
120 .00
113.75
106 .96
101 .77
95 .91
91 .19
84 .75
81 .27
81 .29
82 .10
82 .21
81 .07
153 .85
153 .84
153 .70
153 .54
154 .10
156 .61
159 .08
159 .57
159 .29
159 .22
159 .90
159 .85
160 .24
160 .32
159 .38
159 .36
158 .96
160 .48
160 .54
160 .58
161 .36
160 .82
160
160
.45
.48
160 .77
153 .51
153 .62
153 .45
137 .87
116
117.26
.61
143 .29 roof ridge
144 .50 roof ridge
147 .96 bottom of eave
147 .71 bottom of eave
124 .83
69 .58
72 .88
76 .49
78 .20
161 .51
160 .61
160 .42
159
159
.48
.40
159 .12
158 .89
154
152
.29
.12
151 .37
150 .03
150 .20
161 .86
161 .97
160 .54
160 .53
160 .46
159
159
.73
.56
156 .54
153 .52 153 51 .
153 .75
153 .44
153 .34
153 .31
153 .44
153 .53
153
153
.62
.65
153 .51
153 .44
151 .99
150 .06
148 .34
148
147
.28
.44
145 .08
146 .08
146 .36
147 .36
148 .13
150 .22
150 .13
153 .62
153 .59
153 .11
153 .13
153 .09
113.75
101 .79
95 .90
91 .26
85 .39
81 .29
160 .53
160 .12
128 .51
122 .40
112.52
71 .51
70 .90
69 .22
153 .55 Deck
132 .40 Deck
121 .34 Deck
118.04 Deck
153 .77 G .F .F .
143 .13 Roof ridge
155 .85 Roof ridge
156 .00 Roof ridge
103 .97 Roof ridge
157 .46 T .C .
157 .70 T .C .
158 .17 T .C .
158 .25 T .C .
158 .91 T .C .
159 .35 T .C .
159 .39 T .C .
158 .99 T .C .
159 .51 T .C .
160 .02 T .C .
160 .48 T .C .
160 .62 T .C .
160 .80 T .C .
160 .44 T .C .
160 .63 T .C .
160 .80 T .C .
161 .60 T .C .
161 .71 T .C .
161 .98 T .C .
153 .97 Threshold
175 .43 Top of roof
167 .24 Top of roof
164 .13 T .W .
164 .14 T .W .
160 .50 T .W .
160 .02 T .W .
160 .57 T .W .
145 .89 T .W .
148 .56 T .W .
142 .37 T .W .
146 .46 T .W .
143 .88 T .W .
142 .55 T .W . 147 .84 T .W .
151 .75 T .W .
151 .76 T .W .
149 .17 T .W .
142 .52 T .W .
128 .18 T .W .
142 .41 T .W .
145 .65 T .W .
152 .44 T .W .
160 .56 T .W .
159 .58 T .W .
160 .55 T .W .
164 .43 T .W .
160 .78 T .W .
164 .17 T .W .
158 .78 T .W .
158 .74 T .W .
154 .51 T .W .
155 .79 T .W .
150 .13 T .W .
146 .96 T .W .
145 .66 T .W .
163 .94 T .W .
163 .91 T .W .
150 .30 T .W . 151 .11 T .W .
151 .30 T .W .
142 .30 T
140
.W .
.81 T .W .
140 .81 T .W .
129 .53 T .W .
124 .73 T .W .
124 .55 T .W .
123 .74 T .W .
124 .53 T .W .
124 .05 T .W .
118.55 T .W .
120 .01 T .W .
102 .05 T .W .
118.47 T .W .
118.48 T .W .
82 .28 T .W .
85 .00 T .W .
75 .98 T .W .

Water valve
Electric vault
Light pole
Fire hydrant
Gas
Telephone
meter
box
Water
Cable
meter
TV box
Electric box
Electric box
Water meter
Temp power pole
32 "
TR 6
24 " temp pump
Telephone box
24 "
TR 3
Wood stairs
3 " riser
TG = 153 .46
Downspout
TR 4
15 "
4 " drain outlet
Wood stairs
Gas meter
Electric box
Telephone box
Water meter
Electric vault
Heavy vegetation
AC unit
Buried wall
TR 5
Buried wall
Downspout
3 " drain outlet
TG = 153 .27
TG = 153 .40
TG = 153 .39
Buried conc stairs
TR 7
24 " temp pump
Lift track
16 "
Buried wall
Sewer CO
TR 8
34 "
30 "
121 .60
118.54
Existing building
Existing building Existing building
Existing building
Existing building
80 90
110
100
70 80
80 90
90 100
100
110
110
120
120
120
125
125
125
130
130
130
135
135
135
140
140
145
145
145
145
150
150
150
155
155
155
160
160
160 160
Fd . tag LS 4653
Fd . tag LS 4653
Fd . tag LS 5748
Fd . tag LS 4653
153 .74 top of trellis
153 .75 top of trellis
154 .19 top of
154
trellis
.18 top of trellis
170 .72 bottom of eave
171 .31 bottom of eave
140 .21 bottom of eave
140 .22 bottom of eave
155 .85 top of roof at edge /roof ridge
155 .83 roof ridge
155 .98 roof ridge
159 .52 top of roof at edge
159 .51 top of roof at edge
159 .52 top of roof at edge
159 .51 top of roof at edge
159 .51 top of roof at edge
158 .10 top of roof at edge
158 .08 top of roof at edge
155 .54 top of roof at edge
155 .27 top of roof at edge
155 .30 top of roof at edge
156 .02 top of roof at edge /roof ridge
149 .14 top of roof at edge
148 .11 top of roof at edge
148 .20 top of roof at edge
144 .29 top of roof at edge
127 .07 top of roof at edge
130 .18 top of roof at edge
125 .65 top of roof at edge
170 .60 top of roof at edge
170 .93 top of roof at edge
160 .76 bottom of window
160 .87 bottom of window
136 .15 Deck above bldg
127 .21 Deck above bldg
Existing building
Gas
Telephone
meter
box
Water
Cable
meter
TV box
Electric box
Fire hydrant
EL 161 .16
Fixed datum e lectric vault

FDC INLET
Hose connection
2%
1 .5%
35'
40'
2'
332'-4
1/4"
104'-4"
332'
23'-7
3/4"
23'-3" 13'-6" 18'-10
1/4" 12'-6"
15'-9
1/2" 11'-11"
1'-7
3/4"
15'-2
1/4" 24'-21/2" 34'-3/4" 3'
1'
8'-8
3/4"
15'-2
1/4"
3'
1'
3'-6
1/4"
6'-6"
+159.37' F.G
+163,89' T. METAL RAILING
+166,30' T.W
+160.25' F.G
+163.89' T.W
+165,31' T. METAL RAILING
+161.60' T.C
+160.14' T.C
+162,92' T. METAL RAILING
+161.50' F.G
+161.68' F.S
+159.86'. F.S
+158.25' T.C
+158.12' T.C
+159.13' T.C
42" H GUARDRAIL
48" H GUARDRAIL

PATTERN OF DEVELOPMENT TO

ADJACENT HOMES

DRIVEWAY ELECTRIC GATE
5' HIGH STEEL GATE

PEDESTRIAN ENTRY GATE
4' - 6 1/2" HIGH STEEL GATE
5'-6" HIGH METAL SECURITY FENCE
5'-6" HIGH STEEL GATE

PROPERTY CORNER
42" H METAL GUARDRAIL

EXISTING FUNICULAR

STRUCTURE TO BE REPAIRED

EXISTING STAIRS

LINE OF SKYLIGHT ABOVE

NEIGHBOUR'S BUILDING
31995 COAST HIGHWAY

LINE OF MIDDLE FLOOR DECK

NEIGHBOUR'S BUILDING
31995 COAST HIGHWAY

NEIGHBOUR'S BUILDING
31981 COAST HIGHWAY

HOUSE SETBACK
DOWN

FRONT YARD

SETBACK
BLDG
STRING
LINE
DECK
STRING
LINE

LOT DEPTH

LOT WIDTH
UP

SIDE YARD

SETBACK

ELC PNL
WATER

FEATURE
WATER

FEATURE
SITE PLAN 1/8" = 1'-0"
LEGEND :

TW: TOP OF WALL
FG: FINISHED GRADE
FS: FINISHED SURFACE
FF: FINISHED FLOOR
EASEMENT NOTES :
4: EFFECT OF ROW DEDICATION TO THE STATE OF
CALIFORNIA BY DEED RECORDED JUNE 19, 1925 IN
BOOK 592, PAGE 103 OF DEEDS. (PLOTTED HEREON.)
6: EFFECT OF EASEMENT IN FAVOR OF THE WHITING

COMPANY FOR WATER LINE PURPOSES RECORDED
MAY 12, 1927 IN BOOK 41, PAGE 351 OF OFFICIAL
RECORDS.
(AFFECTS PROPERTY. PLOTTED HEREON.)
8: EFFECT OF EASEMENT FOR INGRESS, EGRESS

AND REGRESS OVER, ACROSS AND ALONG THE
SOUTHEASTERLY 3 FEET OF PARCELS 1 AND 2 TO BE

USED WITH THE OWNERS OF THE REMAINDER OF
THE SOUTHEASTERLY 50 FEET OF LOT 27 OF THREE
ARCHES PALISADES NO. 2. (PLOTTED HEREON.)
9: EFFECT OF EASEMENT IN FAVOR OF THE WHITING

COMPANY FOR WATER LINE PURPOSES RECORDED
MAY 12, 1927 IN BOOK 41, PAGE 351 OF OFFICIAL
RECORDS.
(AFFECTS PROPERTY. PLOTTED HEREON.)
10: EASEMENT IN FAVOR OF SOUTH COAST WATER

DISTRICT FOR A TUNNEL FOR SEWER PIPE
LINE PURPOSES RECORDED IN BOOK 2504, PAGE 621
OF OFFICIAL RECORDS. TERMS AND
PROVISIONS RECORDED FEBRUARY 16, 2011 AS
INSTRUMENT NO. 11-86900 OF OFFICIAL
RECORDS. (AFFECTS PROPERTY. PLOTTED
HEREON.)
11: EFFECT OF EASEMENT FOR EGRESS, INGRESS

AND REGRESS PURPOSES OVER A PORTION OF
PARCEL 1 AS GRANTED BY DEED TO ALICE
MALCOMSON RECORDED JULY 16, 1929 IN BOOK 31,
PAGE 37 AND BY DEED RECORDED SEPTEMBER 13,
1929 IN BOOK 314, PAGE 65, BOTH OF OFFICIAL
RECORDS. (AFFECTS PROPERTY. PLOTTED
HEREON.)
12: EFFECT OF EASEMENT FOR EGRESS, INGRESS

AND REGRESS PURPOSES OVER A PORTION OF
PARCEL 1 AS GRANTED BY DEED TO ALICE
MALCOMSON RECORDED 13, 1931 IN BOOK 453,
PAGE 421 OF OFFICIAL RECORDS. (AFFECTS
PROPERTY. PLOTTED HEREON.)
13: EFFECT OF ROW DEDICATION CONVEYED TO THE

STATE OF CALIFORNIA BY DEED
RECORDED APRIL 19, 1932 IN BOOK 552, PAGE 71 OF
OFFICIAL RECORDS. (AFFECTS
PORTION OF PARCEL 1. PLOTTED HEREON.)
18: EFFECT OF EASEMENT IN FAVOR OF THE CITY OF

LAGUNA BEACH FOR STREET PURPOSES RECORDED
MARCH 9, 2009 AS INSTRUMENT NO. 2009-108622 OF
OFFICIAL RECORDS. (AFFECTS THE NE'LY 10' OF
PROPERTY. PLOTTED HEREON.)
19: EFFECT OF SEWER EASEMENT AGREEMENT

BETWEEN WEST COAST HOLDINGS, LLC AND KIM H

PEARMAN, AS TRUSTEE OF THE PEARMAN TRUST,
RECORDED FEBRUARY 2, 2018 AS INSTRUMENT NO.
2018-40033 OF OFFICIAL RECORDS. (EASEMENT
LOCATED NORTHWEST OF PROPERTY. PLOTTED
HEREON.)
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SITE PLAN (2)- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.0.7 February 02 2026

DELTA B
TR 10
105'-93/8"
10'
10'
8'
5'
5'
+ 26.00' LANDING PAD
16,00'

LANDING PLATFORM

TRACK RAIL

FUNICULAR CAR

PROPERTY LINE
OW D N IHABCJDE 0.000
BD point

0.000
BD point

0.000
BD point N 38°03'44" W 39.04'
N 41°28'13" W 66.81'

0.000
BD point

0.000
BD point
3 SE'LY LINE OF LOT 27
.00'
PCL 3
10 .00 '
10 .00 '
10 6
.36
79 .
1 79 .0
75 .2
74 .5
71 .
9 15
.5
15 .0
15 .3
15 .6
15 .5
15 .9
15 .4
15 .2
15 .4
15 .1
15 .3
15 .8
16 .8
16 .8
15 .2
17 .6
24 .9
27 .6
31 .3
40 .7
42 .4
55 .9
55 .1
53 .6
53 .5
53 .0 52 .5
49 .4
44 .0
38 .7
31 .1
31 .5
74 .9
80 .1
76 .2
68 .7
65 .4
65 .7
70 .2
65 .2
51 .5
47 .3
14 .5
21 .8
27 .2
35 .4
47 .1
39 .7
63 .0
75 .2
67 .4
70 .3
58 .9
48 .4
47 .7
52 .8
40 .8
35 .2
32 .5
26 .1
20 .7
25 .2
47 .7
38 .7
14 .4
14 .1
14 .0
12 .1
12 .5
12 .2
10 .4
7 .7
4 .9
3 .1
3 .4
5 .7
6 .9
9 .8
10 .8
10 .8
8 .4
7 .1
6 .2
6 .4
3 .1
3 .2
6 .4
7 .2
10 .0 9
.4
14 .2 9 .3
11 .8
13 .0
14 .4
14 .9
21 .6
50 .8
61 .6 63
.7
76 .1 76
.0
72 .97
72 .91
82 .21
81 .07
72 73
.98
.02
72 .99
72 .97
72 .99
72 .99 72 .97
53 .97
53 .40
49 .46
45 .96
44 .36 43 .46
38 .94
33 .81
91 .03 bottom of eave
91 .15 bottom of eave
15 .46
20 .05
15 .55
19 .57
28 .79
48 .50
49 .33
60 .62
63 .58
64 .76
65 .36
67 .07
69 .58
72 .88
76 .49
53 .97 53 .98
15 .40
71 .51
70 .90
69 .22
16 .04
16 .53
18 .21
45 43
.52
.23
83 .26 Deck
103
.97 Roof ridge
73 .28 Threshold
82 .28 T
.W
.
75 .98 T
.W
.
76 .00 T
.W
.

Buried
6 " drainline
6 " drain outlet
32 "
Buried Buried
4 " drainline
Lift track
Lift track
34 "
8 " drain outlet
Buried 8 " drainline
24 "
Lift controller box
30 "
36 " conc stairs
wood stairs
36 " conc stairs
Existing building
TR 9
5 5
5 5
10 10
10 10
15 15
15 15
20 30
40 20
20 20
20 30
30 30
30 30
40 40
40 40
50 60
70 80
50 50
60 60
70 70
80 125
.65 top of roof at edge

PATTERN OF DEVELOPMENT TO

ADJACENT HOMES

SITE PLAN
1/8" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof

EASEMENT EXHIBIT
(ONE SHEET
)- 888 PACIFIC HOLDINGS LLC
31985 COAST HIGHWAY,LAGUNA BEACH, CA92651
A
.
0 .
8 February 02 2026
DELTA
B
24R x 6"
+152.00' F.F

FIREPLACE
DOWN

ELEVATOR

FIREPLACE
TR 10
DINING
11R x 6"
13R x 6"
21R x 6
5/8"
DOWN
UP
N
42" H GLASS GUARDRAIL

TRASH AREA
GARAGE
LOGGIA

FAMILY ROOM KITCHEN
HER
CLOSET
MASTER
BATH
MASTER

BEDROOM
HIS
CLOSET
CHEF'S

KITCHEN

1.5%
6%
BBQ
PIZZA
OVEN
LIVING
ROOM

LINE OF SKYLIGHT ABOVE
POWDER

MOTOR COURT

DECK BELOW

DECK BELOW
10%
SHELF

SERVICE YARD
24R x 6"
3'
159,80' T.C
+ 26.00' LANDING PAD
36" H METAL

GUARDRAIL
4' PUBLIC SIDE WALK
42" H GLASS GUARDRAIL

PROPERTY LINE

LANDING PLATFORM

TRACK RAIL

FUNICULAR CAR
42" H GLASS GUARDRAIL

PROPERTY
LINE

COAT CLOSET SEAT
ENTRY
SHOWER
14%
14%
14%
1"
SLOPE
SLOPE
SLOPE
SLOPE
SITE PLAN NOTE:
1-ALL UTILITY LINES SHALL BE PLACED UNDERGROUND TO THE NEAREST EXISTING POLE DECK
DECK
BENCH
42" H METAL

GUARDRAIL
TUB
24R x 6"
12R x 6"
12R x 6"

STEEL GRATE

STRIP DRAIN
FRONT

COURTYARD

BLUFF TOP
25' BLUFF TOP SETBACK
3 RD 8.5'X 20' PARKING SPOT
DOWN
UP
10R x 6
1/4"

STEEL GRATE

STRIP DRAIN

STEEL GRATE

STRIP DRAIN

URN PLANTER

MAIL BOX
7' HIGH STEEL GATE
14%
6%
FRONT

SETBACK
LINE

PROPERTY
LINE
GARAGE
ENTRY

OPEN TO
BELOW
SLOPE

EASEMENT
DOWN
DOWN
DOWN
4' PUBLIC
SIDE
WALK
DOWN

SIDE SETBACK LINE

LINE OF EXISTING BUILDING

LINE OF

MAIN FLOOR
DOWN
4 TH 8.5'X 20' PARKING SPOT

TWO CAR GARAGE
UP
UP

DRIVEWAY

NEW SINGLE FAMILY RESIDENCE
31985 COAST HIGHWAY GARAGE OUTLINE

DECK BELOW

PROPERTY LINE

PROPERTY LINE
ENTRY
OW D N
DOWN
G
G
I
H
F
F
A
B
C
J
D
E

0.000
BD point

0.000

0.000
BD point

0.000
BD point
N
38°03'44" W

39.04'
N
41°28'13" W

66.81'
N 59°21'30" E 330.81'
N 59°21'30" E 99.58'
N 59°21'30" E 332.35'
N 59°21'30" E 91.85'
N 30°38'30" W 49.66'
R = 14 6 0 .0 0 ' = 0 °5 9 ' 2 9 " L = 2 5 .2 6 '
R = 14 6 0 .0 0 ' = 1° 10 ' 4 7 " L = 3 0 .0 6 '

0.000
BD point

0.000
BD point
A POR. OF LOTS 27 & 28
THREE ARCHES PALISADES #2
A POR. OF LOT 27
A POR. OF LOT 28
N
36°52'30" W
136.01'
CENTRE
LINE
OF
THE
STREET
COAST

HIGHWAY

0.000
BD point

0.000
BD point (maybe wrong desc)
PCL 1
SE'LY LINE OF LOT 27
31985 COAST HWY

3.00'
INST. NO. 2024000116693 O.R.
2 .00 '
11 9
12 13

SW'LY ROW LINE PER
R.S.B. 3/16-17 &
10 .00 '
18 NW'LY LINE OF LOT 27
2 .00 '
19 2 .00 '

SW'LY DEED LINE PER
BK. 552, PG. 71 O.R.
4 CL
6 6
R = 1 6 0 .0 0 ' = 1°58 ' 2 1 " L = 5 0 .2 6 '
9 N 53°07'30" E 40.00'
31987 COAST HWY
INST. NO. 2024000117565 O.R.
8 3.00'
INST. NO. 2024000116693 O.R. PCL 2
A POR. OF LOT 27
THREE ARCHES PALISADES #2
PCL 4
PCL 1
PCL 2
PCL 3
PCL 5
INST. NO. 2024000117565 O.R.
10 .00 '
10 .00 '
10 10.00'

13.00'
N 59°21'30" E 159.19'
N 30°38'30" W 35.00'
BK. 592, PG. 103 O.R.

N 59°21'30" E 149.06'
8 .00 '
8 .00 '

7.17' BD point NW 0.18'
N
36°52'30" W

49.96'
121 .4
121 .3
121 .3
121 .4
121 .2
121 .2
121 .3
121 .4
121 .5
121 .6
120 .8
156 .7
151 .6
147 .2
147 .8
146 .4
144 .9
143 .9
143 .9
143
143
.9
.8
144 .6
146 .2
160 .5
161 .5
161 .5
161 .5
161 .0
160 .6
160 .6
159 .2
158 .9
158 .6
155 .8
159 .1 160 .1 157 .4
154 .2
150 .1
149 .8
147 .8
150 .3
151 .3
122 .1
123
123
.0
.8
95 .8
95 .7
100 .2
101 .9
101 .7
101 .8
118.7
117.9
79 .1
79 .0
75 .2
74 .5
71 .9
151 .7
148 .5
147 .8
145 .6
145 .5
144 .7
146 .2
146 .7
146 .6
146 .0
145 .5
129 .7
128 .9
127 .7
126
126
.9
.1
125 .7
126 .0
126 .8
127 .0
123 .7
123 .8
124 .6
124 .1
123
123
.6
.5
123 .6
130 .0
128 .2
127 .6
126 .9
126 .6
126 .0
125 .7
125 .3
123 .4
124 .5
124 .2
124 .0
121 .7
119.7
118.2
116.5
81 .1
80 .6
79 .2
79 .0
79 .4
80 .4
80 .8
86 .6
86 .5
86 .9
86 .9
92 .5
15 .5
15 .0
15 .3
15 .6
15 .5
15 .9
15 .4
15 .2
15 .4
15 .1
15 .3
15 .8
16 .8
16 .8
15 .2
17 .6
24 .9
27 .6
31 .3
40 .7
42 .4
80 .4
80 .5
55 .9
55 .1
53 .6
53 .5
53 .0
52 .5
49 .4
44 .0
38 .7
31 .1
31 .5
156 .2
156 .9
157 .5
159 .2
156 .8
155 .0
153 .9
153 .9
151
150
.8
.1
148 .7
148 .8
147 .0 147 .9
146 .8
142 .3
142 .3
158 .8
158
157
.8
.7
151 .5
148 .0
146 .1
140 .4
129 .0
115.4
145 .3
147 .4
149 .4
139 .1
138 .8
131 .3
127 .6
123 .6
80 .6
82 .2
83 .4
138 .7
134 .7
132 .0
128 .6
128 .6
124 .5
124 .1
123 .8
124 .3
124 .4
114.9
118.3
117.9
158 .7
158 .8
155 .3
144 .9
150 .5
152 .9
153 .7
153 .1
156 .7
153 .9
154 .4
149 .4
147 .2
151 .0
142 .3
139 .3
148
146
.5
145
.6
.0
146 .0
144 .9
147 .5
149 .9
151 .0
149 .3
149 .0
149 .8
146 .9
146 .3
150 .6
141
140
.9
.9
139 .3
137 .3
132 .9
134 .7
133 .1
133 .0
131 .8
131 .8
143 .1
145 .8
147 .0
160
160
.5
.4
151 .6
151 .6
118.4
128 .8
136 .0
141 .5
136 .6
139 .6
136 .1
141 .6
135 .4
132 .9
139 .0
133 .3
130 .4
127 .8
123 .7
133 .7
132 .8
132 .2
128 .7
123 .7
120 .0
119.9
128 .6
136 .2
133 .5
129 .5
125 .9
122 .2
122 .3
118.7
120 .2
121 .2
116.3
104 .6
93 .8
104 .6
99 .3
85 .4
74 .9
80 .1
119.1
114.4
107 .9
106 .0
111.2
110.0
102 .4
101 .4
95 .8
92 .7
76 .2
75 .3
78 .3
82 .8
93 .4
99 .3
102 .8
111.7
99 .7
102 .0
89 .8
84 .3
111.5
108 .5
68 .7
65 .4
65 .7
70 .2
65 .2
51 .5
47 .3
14 .5
21 .8
27 .2
35 .4
47 .1
39 .7
63 .0
75 .2
67 .4
70 .3
58 .9
48 .4
47 .7
52 .8
40 .8
35 .2
32 .5
26 .1
20 .7
25 .2
47 .7
38 .7
14 .4
14 .1
14 .0
14 .4
14 .9
21 .6
50 .8
61 .6
63 .7
76 .1
76 .0
152 .98
158 .20
157 .30
157 .54
157 .62
158 .15
158 .52
158 .68
159 .40
160 .05
160 .20
160 .32
160 .62
160 .78
160 .94
161 .25
162 .97
162 .48
162 .00
161 .44
161 .01
160 .47
159 .84
159 .37
155 .82
158 .89
153 67 . 153 .70
156 .41
153 .44
153 .54
151 .64
160 .35
160 .41
155 .94
153 .11
151 .27
148 .72
137 .55
114.38
72 .97
72 .91
161 .55
161 .36
161 .34
160 .75
157 .97
155 .03
153 .08
152 .17
157 .93
157 96 .
158 .02
158 .02
159 .35
158 .81
157 .98
158
157 .93
.25
158 .23
158 .36
158 .35
155 .01
157 .55
148 98 .
159 .62
159 .57
160 .63
160 .70
160 .71
160 .71
160 .82
160 .94
161 .18
161 .58
152 .57
150 .31
150 .14
155 .56
155 .17
151 .41
145 .78
145 .16
145 .08
150 .27
150 .25
151 .49
153 .45
153 .02
153
152
.00
.92
152 .96
152 .93
153 .26
153 .48
153 .27
153 .27
153 .32
153 .35
153 .38
153 .33
153 .27
153 .27
145 .64
144 .92
116.71
138 .00
137 .97
137 .95
137 .63
125 .67
144 .82
144 .24
142 .54
142 .48
117.80
120 .79
121 .49
113.70
119.96
120 .00
113.75
106 .96
101 .77
95 .91
91 .19
84 .75
81 .27
81 .29
82 .10
82 .21
81 .07
72 73
.98
.02
72 .99
72 .97
72 .99
72 .99
72 .97
53 .97
53 .40
49 .46
45 .96
44 .36
43 .46
38 .94
33 .81
153 .85
153 .84
153 .70
153 .54
154 .10
156 .61
159 .08
159 .57
159 .29
159 .22
159 .90
159 .85
160 .24
160 .32
159 .38
159 .36
158 .96
160 .48
160 .54
160 .58
161 .36
160 .82
160
160
.45
.48
160 .77
153 .51
153 .62
153 .45
137 .87
116
117.26
.61
143 .29 roof ridge
144 .50 roof ridge
147 .96 bottom of eave
147 .71 bottom of eave
91 .03 bottom of eave
91 .15 bottom of eave
124 .83
15 .46
20 .05
15 .55
19 .57
28 .79
48 .50
49 .33
60 .62
63 .58
64 .76
65 .36
67 .07
69 .58
72 .88
76 .49
78 .20
161 .51
160 .61
160 .42
159
159
.48
.40
159 .12
158 .89
154
152
.29
.12
151 .37
150 .03
150 .20
161 .86
161 .97
160 .54
160 .53
160 .46
159
159
.73
.56
156 .54
153 .52 153 51 .
153 .75
153 .44
153 .34
153 .31
153 .44
153 .53
153
153
.62
.65
153 .51
153 .44
151 .99
150 .06
148 .34
148
147
.28
.44
145 .08
146 .08
146 .36
147 .36
148 .13
150 .22
150 .13
153 .62
153 .59
153 .11
153 .13
153 .09
113.75
101 .79
95 .90
91 .26
85 .39
81 .29
53 .97
53 .98
160 .53
160 .12
15 .40
128 .51
122 .40
112.52
71 .51
70 .90
69 .22
16 .04
16 .53
18 .21
45 43
.52
.23
153 .55 Deck
132 .40 Deck
121 .34 Deck
118.04 Deck
83 .26 Deck
153 .77 G .F .F .
143 .13 Roof ridge
155 .85 Roof ridge
156 .00 Roof ridge
103 .97 Roof ridge
157 .46 T .C .
157 .70 T .C .
158 .17 T .C .
158 .25 T .C .
158 .91 T .C .
159 .35 T .C .
159 .39 T .C .
158 .99 T .C .
159 .51 T .C .
160 .02 T .C .
160 .48 T .C .
160 .62 T .C .
160 .80 T .C .
160 .44 T .C .
160 .63 T .C .
160 .80 T .C .
161 .60 T .C .
161 .71 T .C .
161 .98 T .C .
153 .97 Threshold
73 .28 Threshold
175 .43 Top of roof
167 .24 Top of roof
164 .13 T .W .
164 .14 T .W .
160 .50 T .W .
160 .02 T .W .
160 .57 T .W .
145 .89 T .W .
148 .56 T .W .
142 .37 T .W .
146 .46 T .W .
143 .88 T .W .
142 .55 T .W . 147 .84 T .W .
151 .75 T .W .
151 .76 T .W .
149 .17 T .W .
142 .52 T .W .
128 .18 T .W .
142 .41 T .W .
145 .65 T .W .
152 .44 T .W .
160 .56 T .W .
159 .58 T .W .
160 .55 T .W .
164 .43 T .W .
160 .78 T .W .
164 .17 T .W .
158 .78 T .W .
158 .74 T .W .
154 .51 T .W .
155 .79 T .W .
150 .13 T .W .
146 .96 T .W .
145 .66 T .W .
163 .94 T .W .
163 .91 T .W .
150 .30 T .W . 151 .11 T .W .
151 .30 T .W .
142 .30 T
140
.W .
.81 T .W .
140 .81 T .W .
129 .53 T .W .
124 .73 T .W .
124 .55 T .W .
123 .74 T .W .
124 .53 T .W .
124 .05 T .W .
118.55 T .W .
120 .01 T .W .
102 .05 T .W .
118.47 T .W .
118.48 T .W .
82 .28 T .W .
85 .00 T .W .
75 .98 T .W .
76 .00 T .W .

Water valve
Electric vault
Light pole
Fire hydrant
Gas
Telephone
meter
box
Water
Cable
meter
TV box
Electric box
Electric box
Water meter
Temp power pole
Buried
6 " drainline
6 " drain outlet
32 "
TR 6
24 " temp pump
Telephone box
24 "
TR 3
Wood stairs
3 " riser
TG = 153 .46
Downspout
TR 4
15 "
4 " drain outlet
Wood stairs
Gas meter
Electric box
Telephone box
Water meter
Electric vault
Heavy vegetation
AC unit
Buried wall
TR 5
Buried wall
Downspout
3 " drain outlet
TG = 153 .27
TG = 153 .40
TG = 153 .39
Buried conc stairs
TR 7
24 " temp pump
Buried
Buried
4 " drainline
Lift track
Lift track
Lift track
16 "
Buried wall
Sewer CO
TR 8
34 "
8 " drain outlet
Buried 8 " drainline
24 "
Lift controller box
30 "
36 " conc stairs
wood stairs
36 " conc stairs
121 .60
118.54
Existing building
Existing building Existing building
Existing building
Existing building
15 15
15 15
20 30
40 20
20 20
20 30
30 30
30 30
40 40
40 40
50 60
70 80
90 110
100
50 50
60 60
70 70
80 80
90 90
100
100
110
110
120
120
120
125
125
125
130
130
130
135
135
135
140
140
145
145
145
145
150
150
150
155
155
155
160
160
160 160
Fd . tag LS 4653
Fd . tag LS 4653
Fd . tag LS 5748
Fd . tag LS 4653
153 .74 top of trellis
153 .75 top of trellis
154 .19 top of
154
trellis
.18 top of trellis
170 .72 bottom of eave
171 .31 bottom of eave
140 .21 bottom of eave
140 .22 bottom of eave
155 .85 top of roof at edge /roof ridge
155 .83 roof ridge
155 .98 roof ridge
159 .52 top of roof at edge
159 .51 top of roof at edge
159 .52 top of roof at edge
159 .51 top of roof at edge
159 .51 top of roof at edge
158 .10 top of roof at edge
158 .08 top of roof at edge
155 .54 top of roof at edge
155 .27 top of roof at edge
155 .30 top of roof at edge
156 .02 top of roof at edge /roof ridge
149 .14 top of roof at edge
148 .11 top of roof at edge
148 .20 top of roof at edge
144 .29 top of roof at edge
127 .07 top of roof at edge
130 .18 top of roof at edge
125 .65 top of roof at edge
170 .60 top of roof at edge
170 .93 top of roof at edge
160 .76 bottom of window
160 .87 bottom of window
136 .15 Deck above bldg
127 .21 Deck above bldg
Existing building
Gas
Telephone
meter
box
Water
Cable
meter
TV box
Electric box
Fire hydrant
EL 161 .16
Fixed datum e lectric vault

FDC INLET
Hose connection
42" H GUARDRAIL
48" H GUARDRAIL

PATTERN OF DEVELOPMENT TO

ADJACENT HOMES

DRIVEWAY ELECTRIC GATE
5' HIGH STEEL GATE

PEDESTRIAN ENTRY GATE
4' - 6 1/2" HIGH STEEL GATE
5'-6" HIGH METAL SECURITY FENCE
5'-6" HIGH STEEL GATE

PROPERTY CORNER
42" H METAL GUARDRAIL

EXISTING FUNICULAR

STRUCTURE TO BE REPAIRED

EXISTING STAIRS

LINE OF SKYLIGHT ABOVE

NEIGHBOUR'S BUILDING
31995 COAST HIGHWAY

LINE OF MIDDLE FLOOR DECK

NEIGHBOUR'S BUILDING
31995 COAST HIGHWAY

NEIGHBOUR'S BUILDING
31981 COAST HIGHWAY

HOUSE SETBACK
DOWN
BLDG
STRING
LINE
DECK
STRING
LINE

LOT DEPTH

LOT WIDTH
UP

ELC PNL
WATER

FEATURE
WATER

FEATURE

EASEMENT EXHIBIT

FUNICULAR EASEMENT

FOR CITY MARINE SAFETY
5'
5'

CITY MARINE SAFETY

ACCESS EASEMENT
5'
5'
5'
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof

EASEMENT EXHIBIT
(
1 )- 888 PACIFIC HOLDINGS LLC
31985 COAST HIGHWAY,LAGUNA BEACH, CA92651
A
.
0 .
9 February 02 2026
DELTA
B
24R x 6"
+152.00' F.F

FIREPLACE
DOWN

ELEVATOR

FIREPLACE
DINING
11R x 6"
13R x 6"
21R x 6
5/8"
DOWN
UP
N
42" H GLASS GUARDRAIL

TRASH AREA
GARAGE
LOGGIA

FAMILY ROOM KITCHEN
HER
CLOSET
MASTER
BATH
MASTER

BEDROOM
HIS
CLOSET
CHEF'S

KITCHEN

1.5%
6%
BBQ
PIZZA
OVEN
LIVING
ROOM

LINE OF SKYLIGHT ABOVE
POWDER

MOTOR COURT

DECK BELOW

DECK BELOW
10%
SHELF

SERVICE YARD
24R x 6"
3'
159,80' T.C
36" H METAL

GUARDRAIL
4' PUBLIC SIDE WALK
42" H GLASS GUARDRAIL

PROPERTY LINE
42" H GLASS GUARDRAIL

COAT CLOSET SEAT
ENTRY
SHOWER
14%
14%
14%
1"
SLOPE
SLOPE
SLOPE
SLOPE
SITE PLAN NOTE:
1-ALL UTILITY LINES SHALL BE PLACED UNDERGROUND TO THE NEAREST EXISTING POLE DECK
DECK
BENCH
42" H METAL

GUARDRAIL
TUB
24R x 6"
12R x 6"
12R x 6"

STEEL GRATE

STRIP DRAIN
FRONT

COURTYARD

BLUFF TOP
25' BLUFF TOP SETBACK
3 RD 8.5'X 20' PARKING SPOT
DOWN
UP
10R x 6
1/4"

STEEL GRATE

STRIP DRAIN

STEEL GRATE

STRIP DRAIN

URN PLANTER

MAIL BOX
7' HIGH STEEL GATE
14%
6%
FRONT

SETBACK
LINE

PROPERTY
LINE
GARAGE
ENTRY

OPEN TO
BELOW
SLOPE

EASEMENT
DOWN
DOWN
DOWN
4' PUBLIC
SIDE
WALK
DOWN

SIDE SETBACK LINE

LINE OF EXISTING BUILDING

LINE OF

MAIN FLOOR
DOWN
4 TH 8.5'X 20' PARKING SPOT

TWO CAR GARAGE
UP
UP

DRIVEWAY

NEW SINGLE FAMILY RESIDENCE
31985 COAST HIGHWAY GARAGE OUTLINE

DECK BELOW

PROPERTY LINE

PROPERTY LINE
ENTRY
DOWN
G
G
I
H
F
F
A
B
C
J
D
E

0.000
BD point

0.000

0.000
BD point

0.000
BD point
A POR. OF LOTS 27 & 28
THREE ARCHES PALISADES #2
A POR. OF LOT 27
A POR. OF LOT 28
N
36°52'30" W
136.01'
CENTRE
LINE
OF
THE
STREET
COAST

HIGHWAY

0.000
BD point (maybe wrong desc)
PCL 1
SE'LY LINE OF LOT 27
31985 COAST HWY

3.00'
INST. NO. 2024000116693 O.R.
2 .00 '
11 9
12 13

SW'LY ROW LINE PER
R.S.B. 3/16-17 &
10 .00 '
18 NW'LY LINE OF LOT 27
2 .00 '
19 2 .00 '

13.00'
N 59°21'30" E 159.19'
N 30°38'30" W 35.00'
BK. 592, PG. 103 O.R.

N 59°21'30" E 149.06'
8 .00 '
8 .00 '

7.17' BD point NW 0.18'
N
36°52'30" W

49.96'
121 .4
121 .3
121 .3
121 .4
121 .2
121 .2
121 .3
121 .4
121 .5
121 .6
120 .8
156 .7
151 .6
147 .2
147 .8
146 .4
144 .9
143 .9
143 .9
143
143
.9
.8
144 .6
146 .2
160 .5
161 .5
161 .5
161 .5
161 .0
160 .6
160 .6
159 .2
158 .9
158 .6
155 .8
159 .1 160 .1 157 .4
154 .2
150 .1
149 .8
147 .8
150 .3
151 .3
122 .1
123
123
.0
.8
95 .8
95 .7
100 .2
101 .9
101 .7
101 .8
118.7
117.9
79 .1
79 .0
75 .2
151 .7
148 .5
147 .8
145 .6
145 .5
144 .7
146 .2
146 .7
146 .6
146 .0
145 .5
129 .7
128 .9
127 .7
126
126
.9
.1
125 .7
126 .0
126 .8
127 .0
123 .7
123 .8
124 .6
124 .1
123
123
.6
.5
123 .6
130 .0
128 .2
127 .6
126 .9
126 .6
126 .0
125 .7
125 .3
123 .4
124 .5
124 .2
124 .0
121 .7
119.7
118.2
116.5
81 .1
80 .6
79 .2
79 .0
79 .4
80 .4
80 .8
86 .6
86 .5
86 .9
86 .9
92 .5
80 .4
80 .5
156 .2
156 .9
157 .5
159 .2
156 .8
155 .0
153 .9
153 .9
151
150
.8
.1
148 .7
148 .8
147 .0 147 .9
146 .8
142 .3
142 .3
158 .8
158
157
.8
.7
151 .5
148 .0
146 .1
140 .4
129 .0
115.4
145 .3
147 .4
149 .4
139 .1
138 .8
131 .3
127 .6
123 .6
80 .6
82 .2
83 .4
138 .7
134 .7
132 .0
128 .6
128 .6
124 .5
124 .1
123 .8
124 .3
124 .4
114.9
118.3
117.9
158 .7
158 .8
155 .3
144 .9
150 .5
152 .9
153 .7
153 .1
156 .7
153 .9
154 .4
149 .4
147 .2
151 .0
142 .3
139 .3
148
146
.5
145
.6
.0
146 .0
144 .9
147 .5
149 .9
151 .0
149 .3
149 .0
149 .8
146 .9
146 .3
150 .6
141
140
.9
.9
139 .3
137 .3
132 .9
134 .7
133 .1
133 .0
131 .8
131 .8
143 .1
145 .8
147 .0
160
160
.5
.4
151 .6
151 .6
118.4
128 .8
136 .0
141 .5
136 .6
139 .6
136 .1
141 .6
135 .4
132 .9
139 .0
133 .3
130 .4
127 .8
123 .7
133 .7
132 .8
132 .2
128 .7
123 .7
120 .0
119.9
128 .6
136 .2
133 .5
129 .5
125 .9
122 .2
122 .3
118.7
120 .2
121 .2
116.3
104 .6
93 .8
104 .6
99 .3
85 .4
74 .9
80 .1
119.1
114.4
107 .9
106 .0
111.2
110.0
102 .4
101 .4
95 .8
92 .7
76 .2
75 .3
78 .3
82 .8
93 .4
99 .3
102 .8
111.7
99 .7
102 .0
89 .8
84 .3
111.5
108 .5
68 .7
75 .2
70 .3
152 .98
158 .20
157 .30
157 .54
157 .62
158 .15
158 .52
158 .68
159 .40
160 .05
160 .20
160 .32
160 .62
160 .78
160 .94
161 .25
162 .97
162 .48
162 .00
161 .44
161 .01
160 .47
159 .84
159 .37
155 .82
158 .89
153 .67
153 .70
156 .41
153 .44
153 .54
151 .64
160 .35
160 .41
155 .94
153 .11
151 .27
148 .72
137 .55
114.38
161 .55
161 .36
161 .34
160 .75
157 .97
155 .03
153 .08
152 .17
157 .93
157 96 .
158 .02
158 .02
159 .35
158 .81
157 .98
158
157 .93
.25
158 .23
158 .36
158 .35
155 .01
157 .55
148 98 .
159 .62
159 .57
160 .63
160 .70
160 .71
160 .71
160 .82
160 .94
161 .18
161 .58
152 .57
150 .31
150 .14
155 .56
155 .17
151 .41
145 .78
145 .16
145 .08
150 .27
150 .25
151 .49
153 .45
153 .02
153
152
.00
.92
152 .96
152 .93
153 .26
153 .48
153 .27
153 .27
153 .32
153 .35
153 .38
153 .33
153 .27
153 .27
145 .64
144 .92
116.71
138 .00
137 .97
137 .95
137 .63
125 .67
144 .82
144 .24
142 .54
142 .48
117.80
120 .79
121 .49
113.70
119.96
120 .00
113.75
106 .96
101 .77
95 .91
91 .19
84 .75
81 .27
81 .29
82 .10
82 .21
81 .07
72 .98
153 .85
153 .84
153 .70
153 .54
154 .10
156 .61
159 .08
159 .57
159 .29
159 .22
159 .90
159 .85
160 .24
160 .32
159 .38
159 .36
158 .96
160 .48
160 .54
160 .58
161 .36
160 .82
160
160
.45
.48
160 .77
153 .51
153 .62
153 .45
137 .87
116
117.26
.61
143 .29 roof ridge
144 .50 roof ridge
147 .96 bottom of eave
147 .71 bottom of eave
124 .83
69 .58
72 .88
76 .49
78 .20
161 .51
160 .61
160 .42
159
159
.48
.40
159 .12
158 .89
154
152
.29
.12
151 .37
150 .03
150 .20
161 .86
161 .97
160 .54
160 .53
160 .46
159
159
.73
.56
156 .54
153 .52 153 51 .
153 .75
153 .44
153 .34
153 .31
153 .44
153 .53
153
153
.62
.65
153 .51
153 .44
151 .99
150 .06
148 .34
148
147
.28
.44
145 .08
146 .08
146 .36
147 .36
148 .13
150 .22
150 .13
153 .62
153 .59
153 .11
153 .13
153 .09
113.75
101 .79
95 .90
91 .26
85 .39
81 .29
160 .53
160 .12
128 .51
122 .40
112.52
71 .51
70 .90
69 .22
153 .55 Deck
132 .40 Deck
121 .34 Deck
118.04 Deck
153 .77 G .F .F .
143 .13 Roof ridge
155 .85 Roof ridge
156 .00 Roof ridge
103 .97 Roof ridge
157 .46 T .C .
157 .70 T .C .
158 .17 T .C .
158 .25 T .C .
158 .91 T .C .
159 .35 T .C .
159 .39 T .C .
158 .99 T .C .
159 .51 T .C .
160 .02 T .C .
160 .48 T .C .
160 .62 T .C .
160 .80 T .C .
160 .44 T .C .
160 .63 T .C .
160 .80 T .C .
161 .60 T .C .
161 .71 T .C .
161 .98 T .C .
153 .97 Threshold
175 .43 Top of roof
167 .24 Top of roof
164 .13 T .W .
164 .14 T .W .
160 .50 T .W .
160 .02 T .W .
160 .57 T .W .
145 .89 T .W .
148 .56 T .W .
142 .37 T .W .
146 .46 T .W .
143 .88 T .W .
142 .55 T .W . 147 .84 T .W .
151 .75 T .W .
151 .76 T .W .
149 .17 T .W .
142 .52 T .W .
128 .18 T .W .
142 .41 T .W .
145 .65 T .W .
152 .44 T .W .
160 .56 T .W .
159 .58 T .W .
160 .55 T .W .
164 .43 T .W .
160 .78 T .W .
164 .17 T .W .
158 .78 T .W .
158 .74 T .W .
154 .51 T .W .
155 .79 T .W .
150 .13 T .W .
146 .96 T .W .
145 .66 T .W .
163 .94 T .W .
163 .91 T .W .
150 .30 T .W . 151 .11 T .W .
151 .30 T .W .
142 .30 T
140
.W .
.81 T .W .
140 .81 T .W .
129 .53 T .W .
124 .73 T .W .
124 .55 T .W .
123 .74 T .W .
124 .53 T .W .
124 .05 T .W .
118.55 T .W .
120 .01 T .W .
102 .05 T .W .
118.47 T .W .
118.48 T .W .
82 .28 T .W .
85 .00 T .W .
75 .98 T .W .

Water valve
Electric vault
Light pole
Fire hydrant
Gas
Telephone
meter
box
Water
Cable
meter
TV box
Electric box
Electric box
Water meter
Temp power pole
32 "
TR 6
24 " temp pump
Telephone box
24 "
TR 3
Wood stairs
3 " riser
TG = 153 .46
Downspout
TR 4
15 "
4 " drain outlet
Wood stairs
Gas meter
Electric box
Telephone box
Water meter
Electric vault
Heavy vegetation
AC unit
Buried wall
TR 5
Buried wall
Downspout
3 " drain outlet
TG = 153 .27
TG = 153 .40
TG = 153 .39
Buried conc stairs
TR 7
24 " temp pump
Buried
Lift track
16 "
Buried wall
Sewer CO
TR 8
34 "
30 "
121 .60
118.54
Existing building
Existing building Existing building
Existing building
Existing building
80 90
110
100
70 80
80 90
90 100
100
110
110
120
120
120
125
125
125
130
130
130
135
135
135
140
140
145
145
145
145
150
150
150
155
155
155
160
160
160 160
Fd . tag LS 4653
Fd . tag LS 4653
Fd . tag LS 5748
Fd . tag LS 4653
153 .74 top of trellis
153 .75 top of trellis
154 .19 top of
154
trellis
.18 top of trellis
170 .72 bottom of eave
171 .31 bottom of eave
140 .21 bottom of eave
140 .22 bottom of eave
155 .85 top of roof at edge /roof ridge
155 .83 roof ridge
155 .98 roof ridge
159 .52 top of roof at edge
159 .51 top of roof at edge
159 .52 top of roof at edge
159 .51 top of roof at edge
159 .51 top of roof at edge
158 .10 top of roof at edge
158 .08 top of roof at edge
155 .54 top of roof at edge
155 .27 top of roof at edge
155 .30 top of roof at edge
156 .02 top of roof at edge /roof ridge
149 .14 top of roof at edge
148 .11 top of roof at edge
148 .20 top of roof at edge
144 .29 top of roof at edge
127 .07 top of roof at edge
130 .18 top of roof at edge
125 .65 top of roof at edge
170 .60 top of roof at edge
170 .93 top of roof at edge
160 .76 bottom of window
160 .87 bottom of window
136 .15 Deck above bldg
127 .21 Deck above bldg
Existing building
Gas
Telephone
meter
box
Water
Cable
meter
TV box
Electric box
Fire hydrant
EL 161 .16
Fixed datum e lectric vault

FDC INLET
Hose connection
42" H GUARDRAIL
48" H GUARDRAIL

PATTERN OF DEVELOPMENT TO

ADJACENT HOMES

DRIVEWAY ELECTRIC GATE
5' HIGH STEEL GATE

PEDESTRIAN ENTRY GATE
4' - 6 1/2" HIGH STEEL GATE
5'-6" HIGH METAL SECURITY FENCE
5'-6" HIGH STEEL GATE

PROPERTY CORNER
42" H METAL GUARDRAIL

EXISTING FUNICULAR

STRUCTURE TO BE REPAIRED

EXISTING STAIRS

LINE OF SKYLIGHT ABOVE

NEIGHBOUR'S BUILDING
31995 COAST HIGHWAY

LINE OF MIDDLE FLOOR DECK

NEIGHBOUR'S BUILDING
31995 COAST HIGHWAY

NEIGHBOUR'S BUILDING
31981 COAST HIGHWAY

HOUSE SETBACK
DOWN
BLDG
STRING
LINE
DECK
STRING
LINE

LOT DEPTH

LOT WIDTH
UP

ELC PNL
WATER

FEATURE
WATER

FEATURE
EASEMENT EXHIBIT 1/8" = 1'-0"
5'5'
5'

FUNICULAR EASEMENT

FOR CITY MARINE SAFETY

CITY MARINE SAFETY

ACCESS EASEMENT
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof EASEMENT EXHIBIT (2)- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.0.10 February 02 2026

DELTA B
TR 10
+ 26.00' LANDING PAD

LANDING PLATFORM

TRACK RAIL

FUNICULAR CAR

PROPERTY LINE
OW D N IHABCJDE 0.000
BD point

0.000
BD point

0.000
BD point N 38°03'44" W 39.04'
N 41°28'13" W 66.81'

0.000
BD point

PATTERN OF DEVELOPMENT TO

ADJACENT HOMES

EASEMENT EXHIBIT
1/8" = 1'-0"
5'

FUNICULAR

EASEMENT
FOR
CITY
MARINE
SAFETY
5'
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof ROOF PLAN- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.1.1 February 02 2026

DELTA B
23R x 6 1/4"
12R x 6"
12R x 6"
24R x 6"
24R x 6"
DOWN
UP
UP
11R x 6"
UP
13R x 6"
14%

TRASH AREA
18'-5 3/4"
+164.00' F.S
+164.00' F.S
+166.50' F.S
+163.50'
158,92' T.W
+158,70' F.G
+158.72'
+151.60'
+158.78'
+158.42'
+156,88'
+155.20'
+153.20'
+151.85'
+158.30' F.S
+158,20' F.G
+158,40' F.G
+156,50' F.G
+159,50' F.G
+136.00' T.W
+134.50' T.W
+134.50' T.W
+154,90' F.G
+151,40' F.G
+158.00'
+134.50' F.S
+134.50' T.W
47°
47°
( OPEN TO BELOW )

FRONT COURTYARD
SKY
LIGHT

SKY LIGHT

FLAT ROOF

METAL ROOF

METAL ROOF
1/4" / FOOT
1/4" / FOOT 1/4" / FOOT
SLOPE
SLOPE
SLOPE
SLOPE

1.5%
6 %
14%

DECK BELOW

DECK BELOW
GUTTER
GUTTER
GUTTER
METAL ROOF 1/4" / FOOT
1/4" / FOOT
+159,63' F.S
DOWN UP10R x 6 1/4"
+140,00' F.S
+164,50' T.W
+160,00' T.W
+164,50' T.W
+151,50' F.S
+151,50' T.W
+151,60' F.S +151,60' F.S
+153,10' F.S
+151,28' T.G
+151,60' F.S
+151,60' F.S
+152,00' F.S
+134,00' F.S
+140,00' F.S
+152,00' F.S
+128,00' F.S
+161,80' T.W
+151,50' T.G
+161,80' T.W
+161,80' T.W
+162,00' T.W
+166,50' T.W
+158.30' F.S
+158,00'

DRIVEWAY
14%
6%
35'-9" 6'-6 3/4" 3'-2 1/4" 6'-3 1/2" 17'-11 1/4"

PLANTER

LINE OF DECK BELOW

G G IH F F ABCJ
D
E
N
19'-7 1/2" 4'-7 1/4"
32'-11 1/4"
13'-1 1/4"
4'-4 1/2" 14'-3/4" 3'-5 1/4" 38'-11 3/4" 6'-6 3/4" 11'-9" 4'-1 1/4" 16'-10" 23'-1" 18'-10 1/2" 7'-3/4"
1'-7 3/4" 31' 26'-11"
7'-2 3/4" 44'-11 1/4" 24'-9 1/2"
7'-11"
16'-8" 19'-5 1/4"
36'-3/4"
23'-6 1/4"
22'-2 1/2" 2' 5'-2 1/2"
34'-3/4"
59'-1/2"
23'-7 3/4"
4'-3"
2'-9"
44'-10 1/4"
7'-9 1/2"
6'-5"
10'
4'-7 3/4" 14'-2 3/4"
8'-2"
17'-2 3/4"
13'-1 1/4" 11'-10 1/2"
+161,00' F.S
+164,50'

PARAPET
+167,50' PARAPET
+164,50' PARAPET
+167,50'

PARAPET
+167,50' PARAPET
+165,50' PARAPET
+165,50' PARAPET
+165,50' PARAPET
+164,50' PARAPET
+164,50' PARAPET
+167,50' PARAPET
+159.50' F.S
+164,50' PARAPET
+164.50' F.S
+164,50' T.W
+164.00'
+165.45'

FLAT ROOF

FRONT SETBACK LINE

SIDE SETBACK LINE

PROPERTY LINE

DOWNSPOUT
2%
SLOPE
2% SLOPE 2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE 2% SLOPE

DOWNSPOUT

DOWNSPOUT DOWNSPOUT

DOWNSPOUT
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE

DOWNSPOUT
2% SLOPE
2%
SLOPE

JAHBICE
N

ROOF PLAN
1/4" = 1'-0"
D
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof MAIN FLOOR- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A
.
1 .
2 February 02 2026
DELTA
B
24R x 6"
+152.00' F.F
+152.00' F.F
+152.00' F.F

FIREPLACE
DOWN

ELEVATOR

FIREPLACE
DINING
11R x 6"
13R x 6"
21R x 6
5/8"
DOWN
UP
N
42" H GLASS GUARDRAIL
13'-11 3/4"
+140,00' F.S
+146,50' F.S
+140,00' F.S

STEEL GRATE STRIP DRAIN

TRASH AREA
GARAGE
LOGGIA

FAMILY ROOM KITCHEN
HER
CLOSET
MASTER
BATH
MASTER

BEDROOM
HIS
CLOSET
CHEF'S

KITCHEN

1.5%
6%
BBQ
PIZZA
OVEN
LIVING
ROOM

LINE OF SKYLIGHT ABOVE
POWDER

MOTOR COURT

DECK BELOW

DECK BELOW
10%
SHELF

SERVICE YARD
24R x 6" 13'-3 1/2"
16'-9 1/4"
4'-2" 13'-5"
12'-1 1/2"
23'-6 3/4"
16'
2'-3" 5'
46'-1 1/2"
7'-1 3/4"
20' 10'-1 1/4" 16'-9 3/4"
17'-4"
2'-9"
2'-3"
1'
5'
2'-5 3/4"
16'-6"
5'-4 1/2" 11'-1 1/2" 7'-3/4"
20'-10" 2'-3"
4'
11'-6" 7'-6 3/4" 19'-4" 7'-9 3/4"
5'-7/8" 3'-6" 5' 3'-6" 5'-7/8"
1'-6"
22'-1 3/4" 14'-6" 4'-6"
1'-6"
22'-1 3/4" 5'-3 1/4" 3' 10'-8 3/4" 2' 6'-7 1/2" 4'-3" 3'-3" 5'-6" 11'-4" 3'-5" 3' 13'-5 3/4" 3'
9"
18'-7 1/2" 5'-7 1/4"
2'
24'-2 1/2"
1'
5' 5'-5 1/4" 4' 2'-2"
2'-3/4"
8'-4"
7'-2"
1'-6"
34'-3/4" 3'
1'
14'-1/4" 3'
5"
2'-2" 2' 2'-5" 2' 5'-11"
4'-2 1/8"
20'
6'-10"
5'-4"
18'-10"
23'-2 3/4"
40'-9 1/2"
3'-8"
1'-6" 8" 1'-6"
3'
+140.00' F.S
+161.81' F.S
+151.40'
+156.70'F.G
158,92' T.W
+151.60' F.S
+151,28' T.G
+158.20' F.G
+151.60' F.S
+158.30' F.S
+151.85'
+145,48' F.S
+156.64' F.G
+157.80' F.G
+156.88'
+157.13'T.C
+152.00'
+161.27' F.G
+161.00' F.G
+158.92' F.G
+158.72'
+158.77'
42" H GLASS GUARDRAIL
42" H GLASS GUARDRAIL

COAT CLOSET SEAT
ENTRY
SHOWER
14%
14%
14%
SLOPE 1.5%
1"
SLOPE
SLOPE
SLOPE
SLOPE

MECHANICALDECK BELOW
DECK
DECK

SIDE YARD SETBACK
BENCH
7'-2 3/4" 16'-5" 19'-4" 7'-9 3/4"
22'-1 3/4" 14'-6" 4'-6" 2' 9'-10 1/2" 11'-4 1/4" 15'
24'-2 1/2"
17'-5 1/4" 14'-6" 1'-11" 16'-6" 4'-8"
9'-2 1/4" 24'-2 3/4"
1'
17'-2"
1'
6'-1/2" 6'-9 1/4"
3'-6 7/8" 3' 12' 3' 1'-2" 2'-6"
+152.00'F.S
+152.00'F.S
TUB
24R x 6"
12R x
6"
12R x 6"
3'-9" 2'-6"
1'-2"

STEEL GRATE

STRIP DRAIN
FRONT

COURTYARD
3 RD 8.5'X 20' PARKING SPOT
DOWN
UP
10 R
x
6 1/4"
7'-11"
25'
4'
14'-6"
18'
12'-3"
5'-1 1/2"
10 1/2"
5' 2'-7" 2'-6"
1'-10"
2'-6"
1'-10"
2'-6"
1'-10"
2'-6" 15'-1 7/8" 2'-6" 12'-3 5/8" 3'
6"
6'-5" 19'-4" 10'-3 3/4" 4'-8 3/4" 18'-6"
10'
10'
20'
+134,00 F.S
+128,00' F.S
+140,00' F.S
+134,00' F.S
151,958' F.S
+153.10' F.S
+161.80' T.W
+151,64' G.F.F
+151.60' F.S
+151.60' F.S
+151.92' F.S
+163.89' T.W
+163.89' T.W
+161.00' T.W
+160,50' T.W
+151.50' F.S
+151,50' T.G
+151,50' T.W
+152.00' F.S
+134.50' T.W +136.00' T.W
+158.30' F.S
+151.60'
+153.20'
+155.20'
+158.00'
+161,80' T.W
+161,80' T.W
+162,00' T.W
+161.00' T.W
+134,50' F.S
+134.50' T.W
+158.42'
+134.50' T.W
+128,00' F.S
+138.00' T.R
+134.50' T.W

STEEL GRATE

STRIP DRAIN

STEEL GRATE

CONCRETE
STONE

COBBLESTONE

STONE PAVERS

STEEL GRATE

STRIP DRAIN

URN PLANTER

MAIL BOX
14%
6%
FRONT

SETBACK
LINE

PROPERTY
LINE

OPEN TO
BELOW

EASEMENT
DOW
N
DOWN

DOWN HOUSE SETBACK
4' PUBLIC
SIDE
WALK
DOWN
25' BLUFF TOP SETBACK

SIDE SETBACK LINE

SIDE SETBACK LINE
DOWN
1/2"
ENTRY
GATE
4 TH 8.5'X 20' PARKING SPOT
UP
UP

DRIVEWAY

SIDE YARD SETBACK

DECK BELOW

BLUFF TOP SETBACK

PROPERTY LINE

PROPERTY LINE
42'-8"
34'-10"
36'

FRONT YARD SETBACK

RIGHT OF WAY
DOWN
G
G
I
H
F
F
A
B
C
J
D
E
2%
1 .5 %
8'-3"
2'-6"
6'-6"
+159.37' F.G
+163,89' T. METAL RAILING
+166,30' T.W
+160.25' F.G
+163.89' T.W
+165,31' T. METAL RAILING
+161.60' T.C
+160.14' T.C
+162,92' T. METAL RAILING
+161.50' F.G
+161.68' F.S
+159.86'. F.S
+158.25' T.C
+158.12' T.C
+159.13' T.C

DRIVEWAY ELECTRIC GATE
5' HIGH STEEL GATE

LINE OF SKYLIGHT ABOVE
DOW
N
UP

ELC PNL
WATER

FEATURE
WATER

FEATURE
J
A
H
B
I
C
E
N
MAIN FLOOR PLAN 1/4" = 1'-0"
D
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof MIDDLE FLOOR- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.1.3 February 02 2026

DELTA B
DOWN
UP
24R x 6"

ELEVATOR

PLANTER
11R x 6"
13R x 6"
UP21R x 6 5/8"
N
3'
DECK
DECK

MECHANICA DECK BELOW

DOWN UP
24R x 6"
19'
19'-1"
4' 2'-6" 5'-2 3/4" 13'-3 1/2" 9'-11 3/4" 3'-6 3/4" 19'-7 3/4" 4'-10 3/4" 8' 4'-9 1/4"
23'-3" 13'-6" 41'-4 1/4" 6'-7" 6'-8" 4'-3 1/4"
3'-2"
9'-9 1/4" 3' 2'-8"
5'-9 1/4"
13'-10 1/4"
4'
8'
18'-10" 7'-2 3/4"
18'-6 1/4"
5'-5"
6 3/4"
12'-11 1/4"
12'-9 3/4" 2'
23'-10" 39'-10"
11 11'-3/4"
1/2"
9'-7" 3'-7 1/4"
5 1/4"
5'-3"
3'
9'-9 1/4"
9'-1 3/4" 16'-10" 24'-2 1/2" 4' 9'-11 1/4" 23'-1 1/2"
13'-4 1/2"
4'-2" 11'
4'-2"
6"
9'-10 3/4"
1'-6"
10' 5'-7"
+134,00' F.S
+140.00' F.S
+134,00' F.S
+140.00' F.F
+140.00' F.F
+140.00'
+128,00'
42" H GLASS GUARDRAIL

SIDE YARD SETBACK
LINEN
BENCH
24R x 6"
12R x 6"
12R x 6"
25'-11 3/4"
8'-10 1/2" 9'-7 1/2"
5'-10" 17'-10"
18'-10"
8'
7'-11"
9'-1 3/4"
+140.00'F.S
+140.00'F.S
LOWER
PATIO
BED #3
LOUNGE
OFFICE

LAUNDRY MECHANICAL ROOM

LOWER COURT YARD
GYM

IRONING AREA

OPEN TO
ABOVE

TOWEL STORAGE
BED #2
SNOOKER TABLE (4'-6"x9')

OPEN TO ABOVE

MEDITATION
SPACE

SLIDING DOORS
SHOWER
TUB

SINK REF UNDER

FIREPLACE
DATA
ROOM
BED #4
B
AC
D
B
DD
UP
BATH#3
BATH #2
SHOWER
BATH #4
SHOWER
SHOWER
CLOSET
CLOSET
DOWN
DOWN
AAAA
BATH#5
BATH#6
DOWN
25' BLUFF TOP SETBACK

SIDE SETBACK LINE

FRONT SETBACK LINE

PROPERTY LINE

SIDE SETBACK LINE
BLUFF
TOP

SETBACK
UP
UP
CADY
CADY
CADY

PROPERTY LINE
14'-6"
18'
17'-11 1/2" 18'-5 1/2" 13'-3" 27'-8 3/4" 24'-8 1/2"
23'-1 1/2"
13'-11"
15'-10"
22'-1 1/4" 12'-4 1/2" 4'-2" 15'-9 3/4"
6'-1/4"
10'-11 1/4" 5' 11'-1 3/4" 19'-7 3/4" 5'-10" 13' 6" 8'-3 1/4" 8'-8 3/4" 12'-6"
4'
19'-1 3/4"
25'
6"
13'-6"
6"
22'-7 3/4"
6'-6"
8'-5/8" 15'-1/8" 7'-9 3/4" 4'-3/4"
5'-8 1/4" 8'-7 1/2"
11' 4'-10"
4'-10 1/4"
1'-4"
+145,48
+134.50' T.W
+134.50' T.W
+136.00' T.W
+134.50'
+134.50' T.W
+138.00' T.R
+128.00'

G G IH F F ABCJ
D
E
A : 3'x18' TANKLESS WATER HEATERS
B : 3'x4' VERTICAL HEAT PUMP FAN COILS
C : 4'x1' LOW VOLTAGE SYSTEM
D : 3'x1' ELECTRICAL PANELS

HOUSE SETBACK
34'-10"
36'
42'-8"

SIDE YARD SETBACK
UP

JAHBICE
N

MIDDLE FLOOR PLAN
1/4" = 1'-0"
D
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof LOWER FLOOR- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.1.4 February 02 2026

DELTA B

SIDE SETBACK LINE
UP
11R x 6"
UP
13R x 6"
N
DECK
14'-6"
10'-1 3/4"
1'-2"
23'
1'-10"
12'-2 1/2"
1'-10"
46'-3" 2'-7"
11'-9 3/4" 15'-2"
1'
6'-4" 15'-10 1/2"
+134,00' F.S
+128.00' F.S
+128.00' F.F
+129.50' F.F
+128.00' F.S
+134.50'
+128.00'

STEEL GRATE STRIP DRAIN

CANTILEVERED DECK
42" H GLASS GUARDRAIL
42" H GLASS GUARDRAIL

BATHROOM

GENERATOR
WALL
SHOWER

POOL EQUIPMENT UP
BAR

MECHANICAL AREA

SIDE YARD SETBACK
SHOWER

DOWN UP
24R x 6"
DOWN
UP12R x 6"
DOWN
UP
12R x 6"

STEEL GRATE STRIP DRAIN

HVAC CONDENSORS
UNITS

WATER FILTRATION
DEVICE
WALL
SHOWER

LAP POOL

POOL LOUNGE

JACUZZI ELEVATOR
25' BLUFF TOP SETBACK
34'-10"
DOWN
BLUFF
TOP

SETBACK
7'-2"
7'-11"
4'-10" 11' 24'-2 1/8" 6'-2 1/8" 6"
25'
6'-6"
2'-6"
41'-4" 7'-6"
3'-10" 11'
15'-5 1/2" 45'-2" 8'-3 1/2" 12'-5 1/4"
1'
5'-3 1/2" 7'-3/4" 2'-6" 7'-4 1/2" 4'-3 1/4"
1'
3'
1'
+133.00' F.S
+134.50' T.W +136.00' T.W
+134.50' T.W +134.50' T.W +134.50' T.W
+138.00' T.R
CONCRETE BOND BEAM CAISSONS 5' H POOL ENCLOSURE GATE

HOUSE SETBACK

SIDE SETBACK LINE

FRONT SETBACK LINE

PROPERTY LINE

PROPERTY LINE
42'-8"
36'
SIDE

PROPERTY LINE

YARD SETBACK

G G IH F F ABCJ
D
E

JAHBICE
N

LOWER FLOOR PLAN
1/4" = 1'-0"
D
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof ELEVATIONS ( NORTH / EAST )- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.2.1 February 02 2026

DELTA B
+167.50'
+165.50'
+164.50'
6'-6" 14'-6"

ROAD LEVEL
+152.00' +151.60' 15' 15'
+159.00' 7'

STUCCO STONE

PLANTER
SIDE YARD SETBACK T.O.R

MAIN FLOOR
T.O.R

SIDE YARD

SETBACK
T.O.R

ROAD LEVEL
P.LSB.LP.LSB.L
15' = MAX BLDG HEIGHT ABOVE CURB
+167.50'
+165.50'
+164.50'
+140.00'
+162.00'
+152.00'
+174.40'
+143.50' T.R
+155.50' T.R
+166.30' T.W
+161.80' T.W +162.00' T.W +161.80' T.W
+131.50' T.R
+149.50' T.R
+128.00'
10' 11'
2'
10' 10'
15'
+134.00'
+134.50'
30'
24'
+160.50'
+163.89'
45°

FIREPLACE STUCCO
GLASS

RAILING
METAL
CANOPY
STUCCO

MAIN FLOOR

MIDDLE FLOOR
LOWER FLOOR T.O.R T.O.R T.O.R

CEILING HEIGHT

MECHANICAL AND POOL EQUIPMENT

CEILING HEIGHT
T.O.R

GLASS RAILING

GLASS RAILING
R.O.W
+151.50' T.W
9'
12'-11"
30'
30'
30'

STONE GLASS STONE GLASS
FRONT P.L

HOUSE SETBACK

BLUFF TOP SETBACK
FRONT SB.L

MAX BLDG HEIGHT

EXISTING
GRADE

EAST ELEVATION
1/4" = 1'-0"

NORTH ELEVATION
1/4" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof ELEVATIONS ( SOUTH / WEST )- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.2.2 February 02 2026

DELTA B
+167.50'
+164.50'
+152.00'
+140.00'
+128.00'

ROAD LEVEL

ROAD LEVEL
14'-6" 6'-6"
+143.50' T.R
+155.50' T.R
+131.50' T.R
+165.50'
10'
10'-6"
9'
+159.00'

STUCCO STONE

STANDING SEAM

METAL ROOF

STUCCO STUCCO

STANDING SEAM

METAL ROOF

FIREPLACE STONE GLASS

ELECTRICAL
PANEL

MAIN FLOOR

MIDDLE FLOOR
LOWER FLOOR T.O.R T.O.R
3 %
3 %

GLASS RAILING

GLASS RAILING
T.O.R

CEILING HEIGHT

CANTILEVERED DECK
P.LSB.LP.LSB.L

EXISTING
GRADE
+167.50'
+165.50'
+134.00'
+140.00'
+152.00'
+162.00'
+164,50'
+155.50' T.R
+143.50' T.R
+151.92'
+163.89' T.W
+162.00' T.W
+158.30'
10'
9' 10'
30'
15'
+175.40'
10' 10'
+159.00'
+163.89'
+166.30'
45°

STUCCO STUCCO STONE STANDING SEAM

METAL ROOF

GLASS STONE

ELECTRICAL
PANEL

MAIN FLOOR

MIDDLE FLOOR

GLASS RAILING

CEILING HEIGHT

CEILING HEIGHT
+154.00' T.W
FRONT P.L

BLUFF TOP SETBACK
FRONT SB.L

HOUSE SETBACK

MAX BLDG HEIGHT

GLASS RAILING

EXISTING
GRADE
R.O.W

WEST ELEVATION
1/4" = 1'-0"

SOUTH ELEVATION
1/4" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof STREETSCAPE- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.2.3 February 02 2026

DELTA B
+166.30'
+161.80'
+165.50' +165.31'
+162.92'
+163.89'
P.L

EXISTING BUILDING

PROPOSED STREET ELEVATION
1/8" = 1'-0"
+166,30'
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof COLORED ELEVATIONS- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.2.4 February 02 2026

DELTA B
131472411264262262616262611617
NORTH ELEVATION 1/4" = 1'-0"

MATERIAL LEGEND
ID MATERIAL LOCATION 1 STUCCO (SMOOTH FINISH)- OMEGA #18 COCONUT HOUSE WALLS 2,3 METAL-EXTRA DARK BRONZE FRAMED DOORS & WINDOWS, FENCING, RAILINGS, GARAGE DOOR, SKYLIGHT 4 EXTERIOR STONE CLADDING - ROUGH LIMESTONE FINISH EXTERIOR WALLS 5 EXTERIOR STONE CLADDING - SMOOTH LIMESTONE FINISH EXTERIOR WALLS 6 EXTERIOR SOLEX GREY GLASS WINDOWS 7 BUSH HAMMERED GASGONE BEIGE LIMESTONE HARDSCAPE GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof COLORED ELEVATIONS- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.2.5 February 02 2026

DELTA B
16162611262612624213141
3 47
SOUTH ELEVATION 1/4" = 1'-0"

DELTA B
74711226614126616462172611372
WEST ELEVATION 1/4" = 1'-0"

DELTA B
212442552555410
EAST ELEVATION 1/4" = 1'-0"

MATERIAL LEGEND
ID MATERIAL LOCATION 1 STUCCO (SMOOTH FINISH)- OMEGA #18 COCONUT HOUSE WALLS 2,3 METAL-EXTRA DARK BRONZE FRAMED DOORS & WINDOWS, FENCING, RAILINGS, GARAGE DOOR, SKYLIGHT 4 EXTERIOR STONE CLADDING - ROUGH LIMESTONE FINISH EXTERIOR WALLS 5 EXTERIOR STONE CLADDING - SMOOTH LIMESTONE FINISH EXTERIOR WALLS 6 EXTERIOR SOLEX GREY GLASS WINDOWS 7 BUSH HAMMERED GASGONE BEIGE LIMESTONE HARDSCAPE GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SITE SECTION A- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.1 February 02 2026

DELTA B
+70.00'

PLANTER
+140.00'
+174.40'
15'
+128.00'
25'
11'
10'
9'
40'-11"
30'
30'
10'
+90.00'
+110.00'
+130.00'
+150.00'
+170.00'
+50.00'
+30.00'
+10.00'
+161.80' T.W
+134.00'
+164.50'
+155.50' T.R
+166.30' T.W
11'-1/4"
+164.00'
30'
+161.80' T.W
45°

CANTERLEVER DECK ON GRADE
LOWER COURTYARD GYM BEDROOM #2

EQUIPMENT AREA

BATHROOM
MASTER

BEDROOM

LOWER FLOOR

MIDDLE FLOOR

MAIN FLOOR
+152.00'
+128.00'
10' 10'
+163.89' T.W
12'-7"
3'
15'

CAISSONS

EXISTING GRADE

FRONT PROPERTY LINE

MAX BLDG HEIGHT

ADDITIONAL BLDG SETBACK

FRONT SETBACK

BLUFF TOP

HOUSE SETBACK

BLUFF TOP SETBACK

BLUFF TOP SETBACK
R.O.W

SITE SECTION A
1/8" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SITE SECTION B- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.2 February 02 2026

DELTA B
+70.00'
+140.00'
+128.00'
10' 10'
25'
+174.40'
10'
9'
42'-10"
10'
11'
+129.50'
30'
35'
30'
+90.00'
+110.00'
+130.00'
+150.00'
+170.00'
+50.00'
+30.00'
+10.00'
+161.80' T.W
+166.30' T.W
+163.89' T.W
+143.50' T.R
+146.00'
+149.50' T.R
3'-9"
1'-6"
11'
+131.50' T.R
2' 7'
+167.50'
+164.50'
+159.50'
+166.50'
+164.00'
15'
15'
45°

SKYLIGHT

CANTERLEVER DECK ON GRADE

PLANTER
SEAT
4' HIGH METAL

RAILING
LOWER

COURTYARD

ELEVATOR
SHAFT

HER CLOSET MASTER

BEDROOM
BEDROOM #2
BATHROOM #2MEDITATION
SPACE

POOL LOUNGE

JACUZZI

DRIVEWAY

LOWER FLOOR

MIDDLE FLOOR

MAIN FLOOR
+152.00'

CAISSONS

BLUFF TOP

EXISTING
GRADE

FRONT PROPERTY LINE

HOUSE SETBACK

BLUFF TOP SETBACK

FRONT SETBACK

MAX BLDG HEIGHT

ADDITIONAL BLDG SETBACK

BLUFF TOP SETBACK

SITE SECTION B
1/8" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SITE SECTION C- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.3 February 02 2026

DELTA B
+70.00'
+140.00'
+128.00'
+164.50'
10' 10'
25'
6'
10'-6"
10'
34'-10"
+167.50'
9'
+165.50'
30'
30'
+90.00'
+110.00'
+130.00'
+150.00'
+170.00'
+50.00'
+30.00'
+10.00'
+143.50' T.R
+152.00'
+164.00'
+166.50'
+151.60'
15'
+175.25'
15'
45°

PLANTER

POOL AREA
LOWER PATIO LOUNGE LAUNDRYMECHANICAL BEDROOM #4
ROOM

GARAGE KITCHEN DINING

LAP POOL

LOWER FLOOR

MIDDLE FLOOR

MAIN FLOOR

CAISSONS

CANTERLEVER DECK ON GRADE

BLUFF TOP

EXISTING
GRADE

FRONT PROPERTY LINE

HOUSE SETBACK

BLUFF TOP SETBACK

FRONT SETBACK

MAX BLDG HEIGHT

ADDITIONAL BLDG SETBACK
R.O.W

SITE SECTION C
1/8" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SITE SECTIONS D- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.4 February 02 2026

DELTA B
25'
+140.00'
+134.00'
+152.00'
+161.00' T.W
+70.00'
+90.00'
+110.00'
+130.00'
+150.00'
+170.00'
+50.00'
+30.00'
+10.00'
+165.31' T.R
+159.00'

MIDDLE FLOOR

MAIN FLOOR

FRONT PROPERTY LINE

BLUFF TOP

BLUFF TOP SETBACK

EXISTING
GRADE

SITE SECTION D
1/8" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SITE SECTIONS E- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.5 February 02 2026

DELTA B
+70.00'
+90.00'
+110.00'
+130.00'
+150.00'
+170.00'
+50.00'
+30.00'
+10.00'
25'
+158.92' T.W
+162.92' T.R

BLUFF TOP

FRONT PROPERTY LINE

BLUFF TOP SETBACK

SITE SECTION E
1/8" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SECTIONS F-G- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.6 February 02 2026

DELTA B
10'
+128.00'
10'-6"
14'-5" 6'-6" 10'
+164.50' +164.00'
24'
BEDROOM #2 LOUNGE CLOSET BATHROOM #3

EQUIPMENT AREA POOL LOUNGE

KITCHEN CHEFS

KITCHEN
LIVING
FP

LOWER FLOOR

MIDDLE FLOOR

MAIN FLOOR
BAR
FP
+152.00'
+140.00'
+165.50'

EXISTING
GRADE
P.LSB.LP.LSB.L
+152.00'
10'
11'
10'10'
1'
11'
6'-6" 14'-6"
+167.50'
+164.50'
10'
13'
+166.50' +166.50'
+164.50'
+167.50'
+152.00'
+129.50'+129.50' +129.50'
+128.00'
+150.00'
+134.50'
GARAGE

MASTER BEDROOM

HIS CLOSET ENTRY FOYER

LAUNDRY BATHROOM GYM

LOWER FLOOR

MIDDLE FLOOR

MAIN FLOOR
+165.50'
+140.00'
35'
+129.50'
+140.00'
+129.50'
+128.00' +128.00'

ELEVATOR
SHAFT

EXISTING
GRADE
P.LSB.LP.LSB.L
POOL

SECTION G
1/4" = 1'-0"

SECTION F
1/4" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SECTIONS H- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.7 February 02 2026

DELTA B

PLANTER
+167.50'
+164.50'
11'
10'
25'
41'-8"
+174.40'
10' 10'
+152.00'
+166.30' T.W
+131.50' T.R
+143.50' T.R
+155.50' T.R
+164.50'
7'
+161.80'
+164.00' +164.00'
+166.50'
30'
9'
15'
+128.00'
45°
4' HIGH METAL RAILING

MASTER BATH
MASTER

BEDROOM
LOWER COURTYARD GYM BEDROOM #2

POOL LOUNGE

LOWER FLOOR

MIDDLE FLOOR

MAIN FLOOR

DRIVEWAY
15'
+140.00'
+163.89' T.W
30'

CAISSONS

CANTERLEVER DECK ON GRADE

EXISTING
GRADE

BLUFF TOP

BLUFF TOP SETBACK

HOUSE SETBACK

FRONT PROPERTY LINE

FRONT SETBACK

MAX BLDG HEIGHT

ADDITIONAL BLDG SETBACK
R.O.W

SECTION H
1/4" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SECTIONS I- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.8 February 02 2026

DELTA B
+164.50'
10'
+167.50'
+164.50'
+152.00'
25'
40'
10' 10'
15'
30'
10'-6"
10'10'
+155.50' T.R
+143.50' T.R
+131.50' T.R
+153.10'
+166.50'
+164.00'
15'
+175.43'
45°

FRONT COURTYARD ENTRY FOYER LIVING ROOM

LOWER COURTYARD LOUNGE LOWER PATIO

POOL AREA

LOWER FLOOR

MIDDLE FLOOR

MAIN FLOOR
+140.00'
3' 10'
+128.00'
+154.00' T.W
30'

STEEL GRATE STRIP DRAIN

CAISSONS

CANTERLEVER DECK ON GRADE

LAP POOL

EXISTING
GRADE

BLUFF TOP

BLUFF TOP SETBACK

HOUSE SETBACK

FRONT PROPERTY LINE

FRONT SETBACK

MAX BLDG HEIGHT

ADDITIONAL BLDG SETBACK
R.O.W

SECTION I
1/4" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof SECTIONS J- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.3.9 February 02 2026

DELTA B
10' 10'
25'
15'
38'
+167.50'
+165.50'
+133.00'
30'
10'
10'-6"
9'
10'
6'
+152.00'
+166.50'
+164.50'
+140.00'
+143.50' T.R
+155.50' T.R
+164.00'
15'
+175.49'
+162.00'
45°

PLANTER
BEDROOM #3 MECHANICAL ROOM BEDROOM #4 LAUNDRY CLOSET

GARAGE KITCHEN DINING FAMILY ROOM
CLOSET BATH#3

LOWER FLOOR

MIDDLE FLOOR

MAIN FLOOR

CAISSONS

CANTERLEVER DECK ON GRADE

BLUFF TOP

EXISTING
GRADE

FRONT PROPERTY LINE

HOUSE SETBACK

BLUFF TOP SETBACK

FRONT SETBACK

MAX BLDG HEIGHT

ADDITIONAL BLDG SETBACK
R.O.W

SECTION J
1/4" = 1'-0"
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof MAIN FLOOR LIVING/GARAGE AREA DIAGRAM- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.1 February 02 2026

DELTA B
24R x 6"

FIREPLACE
DOWN

ELEVATOR

FIREPLACE
DINING
11R x 6"
13R x 6"
21R x 6 5/8"
UP
42" H GLASS GUARDRAIL

TRASH AREA
GARAGE
LOGGIA

FAMILY ROOM KITCHEN
HER
CLOSET
MASTER
BATH
MASTER

BEDROOM
HIS
CLOSET
CHEF'S

KITCHEN
BBQ
PIZZA
OVEN
LIVING
ROOM

LINE OF SKYLIGHT ABOVE
POWDER

DECK BELOW

DECK BELOW
SHELF

SERVICE YARD
24R x 6"
42" H GLASS GUARDRAIL

COAT CLOSET SEAT
ENTRY
SHOWER
1"
DECK
DECK
BENCH
TUB
24R x 6"
12R x 6"
12R x 6"

STEEL GRATE

STRIP DRAIN
FRONT

COURTYARD
3 RD

8.5 'X 20' PARKING SPOT

STEEL GRATE

OPEN TO
BELOW
DOWN
DOWN
DOWN
DOWN

SIDE SETBACK LINE
DOWN
1/2"
4 TH

8.5 'X 20' PARKING SPOT

DECK BELOW
DOWN
18' 19'-8 3/4" 25'-1 1/2"
6'-5"
6'-6" 10' 8'-7 1/2" 21'-11 1/2"
34'-3/4"
5'-2 1/2"
20'-2"
2'-3" 12'-8" 6'-8" 6'-6" 10'-8" 17'-4 1/2"
31'-4 3/4" 6'-1" 5'-2" 15'-7 1/2"
7'
10'-3 3/4" 6'-10 1/4"
29'-5" 8'-8 3/4" 4'-6" 7'-8 1/2"
13'-9 1/2" 6'-5" 4'-6 1/2" 25'-1 1/4"
24'-2 1/2"
4'-5 3/4"
2'-3"
GARAGE.03
552.05 sq ft
LIV.06
618.65 sq ft
LIV15
477.61 sq ft
LIV.16
245.66 sq ft
LIV.12

22.29 sq ft
LIV.10
109.37 sq ft
LIV.01
592.54 sq ft
LIV.03

35.70 sq ft
LIV.07

29.25 sq ft
LIV.08

34.45 sq ft
LIV.09

65.44 sq ft
LIV.04

49.20 sq ft
LIV.05

67.29 sq ft
LIV.02
215.10 sq ft
LIV.13
142.67 sq ft
LIV.14

41.17 sq ft
GARAGE.01

19.39 sq ft
GARAGE.02

14.49 sq ft
LIV.11

27.25 sq ft
LIV 17

82.56 sq ft

LINE OF SKYLIGHT ABOVE
DOWN
UP

ELC PNL
WATER

FEATURE
WATER

FEATURE

MAIN FLOOR LIVING/GARAGE AREA DIAGRAM
1/4" = 1'-0"
LIV.01
LIV.02
LIV.03
LIV.04
LIV.05
LIV.06
LIV.07
LIV.08
LIV.09
LIV.10
LIV.11
LIV.12
LIV.13
LIV.14
592.54
215.10

35.70 49.20

29.25 618.05

65.44 22.29
109.37

41.17 477.61
245.66
Area

MAIN FLOOR LIVING AREA

82.56 GARAGE.01
GARAGE.02
GARAGE.03

19.93 14.49
552.05
Area

GARAGE AREA
586.47 ft²
LIV.15
LIV.16

67.29 34.45

27.25 142.67
2855.6 ft
²
LIV.17
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof MIDDLE FLOOR LIVING/GARAGE AREA DIAGRAM- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.2 February 02 2026

DELTA B
DOWN
UP
24R x 6"

ELEVATOR

PLANTER
11R x 6"
13R x 6"
UP21R x 6 5/8"
DECK
DECK

MECHANICA DECK BELOW

DOWN UP
24R x 6"
2" H GLASS GUARDRAIL
LINEN
BENCH
24R x 6"
12R x 6"
12R x 6"
LOWER
PATIO
BED #3
LOUNGE
OFFICE

LAUNDRY MECHANICAL ROOM

LOWER COURT YARD
GYM

IRONING AREA

OPEN TO
ABOVE

TOWEL STORAGE
BED #2
SNOOKER TABLE (4'-6"x9')

OPEN TO ABOVE

MEDITATION
SPACE

SLIDING DOORS
SHOWER
TUB

SINK REF UNDER

FIREPLACE
DATA
ROOM
BED #4
B
AC
D
B
DD
UP
BATH#3
BATH #2
SHOWER
BATH #4
SHOWER
SHOWER
CLOSET
CLOSET
DOWN
DOWN
AAAA
BATH#5
BATH#6
DOWN

SIDE SETBACK LINE
UP
UP
CADY
CADY
CADY
24'-2 1/2" 13'-11 1/4"
29'-5"
33'-10 1/2" 20'-1 5/8"
2'-8 3/8"
17'-4 1/2"
16'-4 1/2"
20'-1 5/8"
4'-10 5/8" 12'-11 1/8" 28'-5 1/4" 8'-8 3/4" 13'-4 1/2"
17'-9 3/4" 37'-2" 12'-10"
20'-2 1/2"
1'
13'-6"
15'-1/2"
LIV.02
242.16 sq ft LIV.01
396.41 sq ft
LIV.05
260.31 sq ft
LIV.04

98.38 sq ft
LIV03

79.32 sq ft
LIV.06
572.64 sq ft
LIV.09
267.93 sq ft
LIV.08
1,259.02 sq ft
LIV.07
116.75 sq ft
LIV.10
259.44 sq ft
LIV.11

13.50 sq ft
UP

MIDDLE FLOOR LIVING/GARAGE AREA DIAGRAM
1/4" = 1'-0"
LIV.01
LIV.02
LIV.03
LIV.04
LIV.05
LIV.06
LIV.07
LIV.08
LIV.09
LIV.10
LIV.11
396.41
242.16

79.32 98.38
260.31
572.64
116.75
1259.02
267.93
259.44

13.50 3565.92 ft²
Area

MIDDLE FLOOR LIVING AREA
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof LOWER LIVING/GARAGE AREA DIAGRAM- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.3 February 02 2026

DELTA B

SIDE SETBACK LINE
UP
11R x 6"
UP
13R x 6"
DECK

STEEL GRATE STRIP DRAIN

BATHROOM
WALL
SHOWER
UP
BAR

MECHANICAL AREA

DOWN UP
24R x 6"
DOWN
UP12R x 6"
DOWN
UP
12R x 6"

STEEL GRATE STRIP DRAIN
WALL
SHOWER

LAP POOL

POOL LOUNGE

JACUZZI ELEVATOR
DOWN
24'-2 1/2"
10'-4"
5'-2 1/2" 8'-8 3/4"
7'-4"
LIV.01

72.42 sq ft
LIV.02

30.69 sq ft
5' H POOL ENCLOSURE GATE

SIDE SETBACK LINE

LOWER FLOOR LIVING/GARAGE AREA DIAGRAM
1/4" = 1'-0"
LIV.01
LIV.02

72.42 30.69
107.31 ft²
Area

LOWER FLOOR LIVING AREA
LIVING AREA 6528.63 ft²
Total Area
GARAGE AREA 58

6.47 ft²
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof MAIN FLOOR DECK/MECHANICAL AREA DIAGRAM- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.4 February 02 2026

DELTA B
24R x 6"

FIREPLACE
DOWN

ELEVATOR

FIREPLACE
DINING
11R x 6"
13R x 6"
21R x 6 5/8"
UP
42" H GLASS GUARDRAIL

TRASH AREA
GARAGE
LOGGIA

FAMILY ROOM KITCHEN
HER
CLOSET
MASTER
BATH
MASTER

BEDROOM
HIS
CLOSET
CHEF'S

KITCHEN
BBQ
PIZZA
OVEN
LIVING
ROOM

LINE OF SKYLIGHT ABOVE
POWDER

DECK BELOW

DECK BELOW
SHELF

SERVICE YARD
24R x 6"
18'-10"
16'-10"
42" H GLASS GUARDRAIL

COAT CLOSET SEAT
ENTRY
SHOWER
1"
DECK
DECK
BENCH
TUB
24R x 6"
12R x 6"
12R x 6"

STEEL GRATE

STRIP DRAIN
FRONT

COURTYARD
3 RD

8.5 'X 20' PARKING SPOT

STEEL GRATE

OPEN TO
BELOW
DOWN
DOWN
DOWN
DOWN

SIDE SETBACK LINE
DOWN
1/2"
4 TH

8.5 'X 20' PARKING SPOT

DECK BELOW
DOWN
23'-2 3/4"
5'-10"
4'-8 3/4"
13'-9 1/2" 36'-3/4"
5'-5"
15'-7 1/2"
DECK 05
294.26 sq ft
DECK.01
562.45 sq ft
DECK.02

27.59 sq ft
DECK.03
607.16 sq ft
DECK.04

74.99 sq ft

LINE OF SKYLIGHT ABOVE
DOWN
UP

ELC PNL
WATER

FEATURE
WATER

FEATURE

MAIN FLOOR DECKS/MECHANICAL AREA DIAGRAM
1/4" = 1'-0"
DECK.01
DECK.02
DECK.03
DECK.04
562.45

27.59 607.16

74.99 1860.71ft²
Area

MAIN FLOOR DECK AREA
DECK.05 294.26
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof MIDDLE FLOOR DECK/MECHANICAL AREA DIAGRAM- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.5 February 02 2026

DELTA B
DOWN
UP
24R x 6"

ELEVATOR

PLANTER
11R x 6"
13R x 6"
UP21R x 6 1/2"
DECK
DECK

MECHANICA DECK BELOW

DOWN UP
24R x 6"
LINEN
BENCH
24R x 6"
12R x 6"
12R x 6"
LOWER
PATIO
BED #3
LOUNGE
OFFICE

LAUNDRY MECHANICAL ROOM

LOWER COURT YARD
GYM

IRONING AREA

OPEN TO
ABOVE

TOWEL STORAGE
BED #2
SNOOKER TABLE (4'-6"x9')

OPEN TO ABOVE

MEDITATION
SPACE

SLIDING DOORS
SHOWER
TUB

SINK REF UNDER

FIREPLACE
DATA
ROOM
BED #4
B
AC
D
B
DD
UP
BATH#3
BATH #2
SHOWER
BATH #4
SHOWER
SHOWER
CLOSET
CLOSET
DOWN
DOWN
AAAA
BATH#5
BATH#6
DOWN

SIDE SETBACK LINE
UP
UP
CADY
CADY
CADY
10'-4"
10'-9 3/4" 9'-4" 5'-10"
20'-3 1/4" 9'-4 3/4" 10'-2"
9'-1 3/4" 23'-10"
5'-11 3/4"
5'-7 1/4"
18'-10"
17'-9 3/4"
11'-3"
20'-2 1/2"
DECK.07
335.48 sq ft

MECHANICAL
227.42 sq ft
DECK.03

60.28 sq ft
DECK.02

52.31 sq ft
DECK.01
109.92 sq ft
DECK.04

85.93 sq ft
DECK.05
185.38 sq ft
DECK.06
142.49 sq ft
UP

MIDDLE FLOOR DECKS/MECHANICAL AREA DIAGRAM
1/4" = 1'-0"
DECK.01
DECK.02
DECK.03
DECK.04
109.92

52.31 60.28

85.93 185.38
142.49
Area

MIDDLE FLOOR DECK AREA
DECK.05
DECK.06
MECHANICAL227.42
Area

MIDDLE FLOOR

MECHANICAL/STORAGE AREA
971.79 ft²
DECK.07 335
.48
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof LOWER FLOOR DECK/MECHANICAL AREA DIAGRAM- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.6 February 02 2026

DELTA B

SIDE SETBACK LINE
UP
11R x 6"
UP
13R x 6"
DECK

STEEL GRATE STRIP DRAIN

H GLASS GUARDRAIL
42" H GLASS GUARDRAIL

BATHROOM
WALL
SHOWER
UP
BAR

MECHANICAL AREA

DOWN UP
24R x 6"
DOWN
UP12R x 6"
DOWN
UP
12R x 6"

STEEL GRATE STRIP DRAIN
WALL
SHOWER

LAP POOL

POOL LOUNGE

JACUZZI ELEVATOR
DOWN
5' H POOL ENCLOSURE GATE

SIDE SETBACK LINE

LOWER FLOOR DECKS/MECHANICAL AREA DIAGRAM
1/4" = 1'-0"
DECK AREA 2832.5 ft²
Total Areas
MECHANICAL AREA 227
.42 ft²
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof EXISTING AREA DIAGRAM (LOT 31987)- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.7 February 02 2026

DELTA B
GARAGE
395.65 sq ft
19'-1/2"
20'-9 3/8"

GARAGE AREA
GARAGE 394.65
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof EXISTING AREA DIAGRAM (LOT 31987)- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.8 February 02 2026

DELTA B
D1
150.58 sq ft

19.60 sq ft
14'-7 3/4" 26'-11 5/8" 15'-5 3/4"
15'-7 5/8" 8'-1 3/4" 18'-3 3/8"
19'-9"
15'-11 3/4"
17'-4 3/4"
42'-5
2'-3/8"
3/4" 9'-7"
16'-4 1/8" 5'-7"
26'-11 5/8"
9'-7 5/8"
l5
148.37 sq ft
l2
267.68 sq ft
l1
440.74 sq ft
l6
739.14 sq ft
l3
130.20 sq ft
l4
308.66 sq ft
Area

LIVING AREA
148.37
L3 130.20
L1440.74
L4
308.66

DECK AREA
170.18
D1 150.58
D2 19
.60
L2
L5
L6 73

9.14 2034.8
267.68
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof EXISTING AREA DIAGRAM (LOT 31987)- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.9 February 02 2026

DELTA B
16'-2 5/8"
l7
267.62 sq ft
l8

41.70 sq ft
l9
441.92 sq ft
l10

56.96 sq ft
l11

67.84 sq ft
l12

89.16 sq ft
Area

LIVING AREA

67.84 441.92
L7267.62
L8
L9
L10 L11 L12 89
.16
965.2

41.70 56.96
LIVING AREA3000.0 ft²
Total Area (LOT 31987)

GARAGE AREA
DECK AREA 170
.18 ft²
395.65 ft²
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof EXISTING AREA DIAGRAM (LOT 31985)- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.4.10 February 02 2026

DELTA B
11 9
12 13
18 19 4 6 69
1 3 9 A v e n i d a
S a n C l e m e n t e ,
9 4 9 . 4 9 2
w w w . t o a l e n g i n e

C I V I L E N G I N

L A N D S U R

S T O R M W A T E R
PREPARED FOR:

DATE:

VH
SURVEY DATE:

A. RAMA KRIS

TS AT E OF CA L

L ICENSED LAND
VIKTOR
MEUM
No. 86
DATE:P.L.S. 8682
VIKTOR P. MEU
6-19-24

TOPOGRAPHIC SURVEY
SCALE: 1/8"=1'
RECORDS. (AFFECTS PROPERTY. PLOTTED HEREON.)PROVISIONS RECORDED FEBRUARY 16, 2011 AS INSTRUMENT NO. 11-86900 OF OFFICIALLINE PURPOSES RECORDED IN BOOK 2504, PAGE 621 OF OFFICIAL RECORDS. TERMS ANDEASEMENT IN FAVOR OF SOUTH COAST WATER DISTRICT FOR A TUNNEL FOR SEWER PIPEPORTIONS OF PACELS 3 AND 4. PLOTTED HEREON)RECORDED APRIL 19, 1932 IN BOOK 552, PAGE 71 OF OFFICIAL RECORDS. (AFFECTSEFFECT OF ROW DEDICATION CONVEYED TO THE STATE OF CALIFORNIA BY DEEDPALISADES NO. 2. (PLOTTED HEREON.) THE REMAINDER OF THE SOUTHEASTERLY 50 FEET OF LOT 27 OF THREE ARCHESTHE SOUTHEASTERLY 3 FEET OF PARCELS 1 AND 2 TO BE USED WITH THE OWNERS OF

EFFECT OF EASEMENT FOR INGRESS, EGRESS AND REGRESS OVER, ACROSS AND ALONG SEPTEMBER 13, 1929 OF OFFICIAL RECORDS. (BLANKET IN NATURE.)94 OF OFFICIAL RECORDS. MODIFICATIONS TO SAID RESTRICTIONS RECORDED EFFECT OF DECLARATION OF RESTRICTIONS RECORDED JULY 26, 1929 IN BOOK 300. PAGE (AFFECTS PROPERTY. PLOTTED HEREON.)
RECORDED MAY 12, 1927 IN BOOK 41, PAGE 351 OF OFFICIAL RECORDS.EFFECT OF EASEMENT IN FAVOR OF THE WHITING COMPANY FOR WATER LINE PURPOSESPAGE 312 OF DEEDS. (NOT PLOTTABLE FROM RECORD.) COMPANY FOR PUBLIC UTILITIES PURPOSES RECORDED AUGUST 5, 1926 IN BOOK 665,

EFFECT OF EASEMENT IN FAVOR OF SAN DIEGO CONSOLIDATED GAS & ELECTRIC 19, 1925 IN BOOK 592, PAGE 103 OF DEEDS. (PLOTTED HEREON.)

EFFECT OF ROW DEDICATION TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE

INDICATES PLOTTED HEREON
REPORT NO. O-SA-7090740 DATED APRIL 4, 2024.NUMBERING SEQUENCE PER FIRST AMERICAN TITLE COMPANY PRELIMINARY TITLE 31987 COAST HIGHWAY APN: 056-160-41 987654
10 RECORDED MARCH 9
2009 AS INSTRUMENT NO
2009
108622 OF OFFICIAL RECORDS

EFFECT OF EASEMENT IN FAVOR OF THE CITY OF LAGUNA BEACH FOR STREET PURPOSES INSTRUMENT NO. 1995-65097 OF OFFICIAL RECORDS. (BLANKET IN NATURE.) CONCERNING ADMINISTRATIVE USE PERMIT" RECORDED FEBRUARY 16, 1995 AS EFFECT OF MATTERS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT 1984-44253 OF OFFICIAL RECORDS. (NOT PLOTTED. OUTSIDE OF SURVEY AREA.) LAGUNA BEACH AGREEMENT" RECORDED JANUARY 13, 1984 AS INSTRUMENT NO.

EFFECT OF MATTERS CONTAINED IN THE DOCUMENT ENTITLED" 1000 STEPS SOUTH NATURE.)
JANUARY 10, 1994 AS INSTRUMENT NO. 1994-19301 OF OFFICIAL RECORDS. (BLANKET IN PAGE 1945 OF OFFICIAL RECORDS. MODIFICATIONS TO SAID RESTRICTIONS RECORDEDEFFECT OF DECLARATION OF RESTRICTIONS RECORDED AUGUST 14, 1975 IN BOOK 11483,PORTION OF PARCEL 1. PLOTTED HEREON.)RECORDED APRIL 19, 1932 IN BOOK 552, PAGE 71 OF OFFICIAL RECORDS. (AFFECTSEFFECT OF ROW DEDICATION CONVEYED TO THE STATE OF CALIFORNIA BY DEED IN BOOK 453, PAGE 421 OF OFFICIAL RECORDS. (AFFECTS PROPERTY. PLOTTED HEREON.) PORTION OF PARCEL 1 AS GRANTED BY DEED TO ALICE MALCOMSON RECORDED 13, 1931EFFECT OF EASEMENT FOR EGRESS, INGRESS AND REGRESS PURPOSES OVER APAGE 65, BOTH OF OFFICIAL RECORDS. (AFFECTS PROPERTY. PLOTTED HEREON.) 1929 IN BOOK 31, PAGE 37 AND BY DEED RECORDED SEPTEMBER 13, 1929 IN BOOK 314, PORTION OF PARCEL 1 AS GRANTED BY DEED TO ALICE MALCOMSON RECORDED JULY 16,EFFECT OF EASEMENT FOR EGRESS, INGRESS AND REGRESS PURPOSES OVER A 94 OF OFFICIAL RECORDS. (BLANKET IN NATURE.)
EFFECT OF DECLARATION OF RESTRICTIONS RECORDED JULY 26, 1929 IN BOOK 300. PAGE (AFFECTS PROPERTY. PLOTTED HEREON.)
RECORDED MAY 12, 1927 IN BOOK 41, PAGE 351 OF OFFICIAL RECORDS.EFFECT OF EASEMENT IN FAVOR OF THE WHITING COMPANY FOR WATER LINE PURPOSESPAGE 312 OF DEEDS. (NOT PLOTTABLE FROM RECORD.) COMPANY FOR PUBLIC UTILITIES PURPOSES RECORDED AUGUST 5, 1926 IN BOOK 665,

EFFECT OF EASEMENT IN FAVOR OF SAN DIEGO CONSOLIDATED GAS & ELECTRIC

INDICATES PLOTTED HEREON
58602402525-CB DATED APRIL 19, 2024.

NUMBERING SEQUENCE PER CHICAGO TITLE COMPANY PRELIMINARY TITLE REPORT NO. 31985 COAST HIGHWAY APN: 056-160-03
EASEMENT NOTES 98
18171614131211
10 DECK AREA

GARAGE AREA
Area

LIVING AREA
LIVING AREA 5850.0 ft²
Total Area ( LOT 31985 & 31987)

GARAGE AREA
415.18 ft²
GARAGE 497
DECK 245
LIVING 2850

DECK AREA
892.65 ft²
Total Area (LOT 31985)
* AREA PER MLS INFORMATION
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof LOT COVERAGE AREAS DIAGRAM- 888 PACIFIC HOLDINGS LLC
31985 COAST HIGHWAY,LAGUNA BEACH, CA92651
A
.
4 .11 February 02 2026
DELTA
B
24R x 6"
+152.00' F.F

FIREPLACE
DOWN

ELEVATOR

FIREPLACE
DINING
11R x 6"
13R x 6"
21R x 6 5/8"
DOWN
UP
N
42" H GLASS GUARDRAIL

TRASH AREA
GARAGE
LOGGIA

FAMILY ROOM KITCHEN
HER
CLOSET
MASTER
BATH
MASTER

BEDROOM
HIS
CLOSET
CHEF'S

KITCHEN

1.5%
6%
BBQ
PIZZA
OVEN
LIVING
ROOM

LINE OF SKYLIGHT ABOVE
POWDER

MOTOR COURT

DECK BELOW

DECK BELOW
10%
SHELF

SERVICE YARD
24R x 6"
3'
159,80' T.C
36" H METAL

GUARDRAIL
4' PUBLIC SIDE WALK
42" H GLASS GUARDRAIL

PROPERTY LINE
42" H GLASS GUARDRAIL

COAT CLOSET SEAT
ENTRY
SHOWER
14%
14%
14%
1"
SLOPE
SLOPE
SLOPE
SLOPE
DECK
DECK
BENCH
42" H METAL

GUARDRAIL
TUB
24R x 6"
12R x 6"
12R x 6"

STEEL GRATE

STRIP DRAIN
FRONT

COURTYARD
25' BLUFF TOP SETBACK
3 RD 8.5'X 20' PARKING SPOT
DOWN
UP
10R x 6 1/4"

STEEL GRATE

STRIP DRAIN

STEEL GRATE

CONCRETE
STONE

COBBLESTONE

STONE PAVERS

STEEL GRATE

STRIP DRAIN

URN PLANTER

MAIL BOX
7' HIGH STEEL GATE
14%
6%
FRONT

SETBACK
LINE

PROPERTY
LINE
GARAGE
ENTRY

OPEN TO
BELOW
SLOPE

EASEMENT
DOWN
DOWN
DOWN
4' PUBLIC
SIDE
WALK
DOWN

SIDE SETBACK LINE

LINE OF EXISTING BUILDING

LINE OF

MAIN FLOOR
DOWN
1/2"
ENTRY
GATE
4 TH 8.5'X 20' PARKING SPOT

TWO CAR GARAGE
UP
UP

DRIVEWAY

NEW SINGLE FAMILY RESIDENCE
31985 COAST HIGHWAY GARAGE OUTLINE

DECK BELOW

PROPERTY LINE

PROPERTY LINE
ENTRY
DOWN

0.000
BD point

0.000 BD point

0.000
BD point

0.000

0.000
N BD point 59°21'30" E 99.58'
N 59°21'30" E 91.85'
N 30°38'30" W 49.66'
R = 14
6 0 .0
0 ' = 0 °5
9 ' 2
9 " L = 2
5 .2
6 '
R = 14 6 0 .0 0 ' = 1° 10 ' 4 7 " L = 3 0 .0 6 '

0.000
BD point
N
36°52'30" W
136.01'
CENTRE
LINE
OF
THE
STREET
COAST

HIGHWAY

0.000
BD point (maybe wrong desc)
PCL 1
31985 COAST HWY

3.00'
INST. NO. 2024000116693 O.R.
2 .00 '
11 9
12 10 .00 '
18 2 .00 '
2 .00 '
4 CL
6 6
R = 1 6 0 .0 0 ' = 1°58 ' 2 1 " L = 5 0 .2 6 '
PCL 2
A POR. OF LOT 27
THREE ARCHES PALISADES #2
PCL 2
PCL 5
INST. NO. 2024000117565 O.R. 10.00'

13.00'
N 59°21'30" E 159.19'
8 .00 '
8 .00 '

7.17' BD point NW 0.18'
N
36°52'30" W

49.96'
121 .4
121 .3
156 .7
151 .6
147 .2
147 .8
146 .4
144 .9
143 .9
143 .9
143
143
.9
.8
144 .6
146 .2
160 .5
161 .5
161 .5
161 .5
161 .0
160 .6
160 .6
159 .2
158 .9
158 .6
155 .8
159 .1 160 .1 157 .4
154 .2
150 .1
149 .8
147 .8
150 .3
151 .3
122 .1
123
123
.0
.8
151 .7
148 .5
147 .8
145 .6
145 .5
144 .7
146 .2
146 .7
146 .6
146 .0
145 .5
129 .7
128 .9
127 .7
126
126
.9
.1
125 .7
126 .0
126 .8
127 .0
123 .7
123 .8
124 .6
124 .1
123
123
.6
.5
123 .6
130 .0
128 .2
127 .6
126 .9
126 .6
126 .0
125 .7
125 .3
156 .2
156 .9
157 .5
159 .2
156 .8
155 .0
153 .9
153 .9
151
150
.8
.1
148 .7
148 .8
147 .0 147 .9
146 .8
142 .3
142 .3
158 .8
158
157
.8
.7
151 .5
148 .0
146 .1
140 .4
129 .0
145 .3
147 .4
149 .4
139 .1
138 .8
131 .3
127 .6
123 .6
138 .7
134 .7
132 .0
128 .6
128 .6
124 .5
124 .1
158 .7
158 .8
155 .3
144 .9
150 .5
152 .9
153 .7
153 .1
156 .7
153 .9
154 .4
149 .4
147 .2
151 .0
142 .3
139 .3
148
146
.5
145
.6
.0
146 .0
144 .9
147 .5
149 .9
151 .0
149 .3
149 .0
149 .8
146 .9
146 .3
150 .6
141
140
.9
.9
139 .3
137 .3
132 .9
134 .7
133 .1
133 .0
131 .8
131 .8
143 .1
145 .8
147 .0
160
160
.5
.4
151 .6
151 .6
128 .8
136 .0
141 .5
136 .6
139 .6
136 .1
141 .6
135 .4
132 .9
139 .0
133 .3
130 .4
127 .8
123 .7
133 .7
132 .8
132 .2
128 .7
128 .6
136 .2
133 .5
129 .5
125 .9
122 .2
122 .3
118.7
152 .98
158 .20
157 .54
157 .62
158 .15
158 .52
158 .68
159 .40
160 .05
160 .20
160 .32
160 .62
160 .78
160 .94
162 .48
162 .00
161 .44
161 .01
160 .47
159 .84
155 .82
158 .89
153 67 . 153 .70
156 .41
153 .44
153 .54
151 .64
160 .35
160 .41
155 .94
153 .11
151 .27
148 .72
137 .55
161 .55
161 .36
161 .34
160 .75
157 .97
155 .03
153 .08
152 .17
157 96 .
158 .02
158 .02
159 .35
158 .81
157 .98
158
157 .93
.25
158 .23
158 .36
158 .35
155 .01
157 .55
148 .98
159 .62
159 .57
160 .63
160 .70
160 .71
160 .71
160 .82
160 .94
161 .18
161 .58
152 .57
150 .31
150 .14
155 .56
155 .17
151 .41
145 .78
145 .16
145 .08
150 .27
150 .25
151 .49
153 .45
153 .02
153
152
.00
.92
152 .96
152 .93
153 .26
153 .48
153 .27
153 .27
153 .32
153 .35
153 .38
153 .33
153 .27
153 .27
145 .64
144 .92
138 .00
137 .97
137 .95
137 .63
144 .82
144 .24
142 .54
142 .48
121 .49
153 .85
153 .84
153 .70
153 .54
154 .10
156 .61
159 .08
159 .57
159 .29
159 .22
159 .90
159 .85
160 .24
160 .32
159 .38
159 .36
158 .96
160 .48
160 .54
160 .58
161 .36
160 .82
160
160
.45
.48
160 .77
153 .51
153 .62
153 .45
137 .87
147 .96 bottom of eave
147 .71 bottom of eave
161 .51
160 .61
160 .42
159
159
.48
.40
159 .12
158 .89
154
152
.29
.12
151 .37
150 .03
150 .20
161 .86
160 .54
160 .53
160 .46
159
159
.73
.56
156 .54
153 .52 153 51 .
153 .75
153 .44
153 .34
153 .31
153 .44
153 .53
153
153
.62
.65
153 .51
153 .44
151 .99
150 .06
148 .34
148
147
.28
.44
145 .08
146 .08
146 .36
147 .36
148 .13
150 .22
150 .13
153 .62
153 .59
153 .11
153 .13
153 .09
160 .53
160 .12
128 .51
122 .40
153 .55 Deck
153 .77 G .F .F .
158 .17 T .C .
158 .25 T .C .
158 .91 T .C .
159 .35 T .C .
159 .39 T .C .
158 .99 T .C .
159 .51 T .C .
160 .02 T .C .
160 .48 T .C .
160 .62 T .C .
160 .80 T .C .
160 .44 T .C .
160 .63 T .C .
160 .80 T .C .
161 .60 T .C .
161 .71 T .C .
161 .98 T .C .
153 .97 Threshold
175 .43 Top of roof
164 .13 T .W .
164 .14 T .W .
160 .50 T .W .
160 .02 T .W .
160 .57 T .W .
145 .89 T .W .
148 .56 T .W .
142 .37 T .W .
146 .46 T .W .
143 .88 T .W .
142 .55 T .W . 147 .84 T .W .
151 .75 T .W .
151 .76 T .W .
149 .17 T .W .
142 .52 T .W .
128 .18 T .W .
142 .41 T .W .
145 .65 T .W .
152 .44 T .W .
160 .56 T .W .
159 .58 T .W .
160 .55 T .W .
164 .43 T .W .
160 .78 T .W .
164 .17 T .W .
158 .78 T .W .
158 .74 T .W .
154 .51 T .W .
155 .79 T .W .
150 .13 T .W .
146 .96 T .W .
145 .66 T .W .
163 .94 T .W .
163 .91 T .W .
150 .30 T .W . 151 .11 T .W .
151 .30 T .W .
142 .30 T
140
.W .
.81 T .W .
140 .81 T .W .
129 .53 T .W .
124 .73 T .W .
124 .55 T .W .
124 .05 T .W .
118.55 T .W .

FDC INLET
Hose connection
7'-11" 22'-3 1/2"
27'-7"
6'-5"
19'-7 1/2"
2'
28'-1/2"
19'-5 1/4" 14'-7 1/2"
43'-7 3/4"
24'-2 3/4"
51'-10 1/4"
12'-10 3/8"
13'-9 1/2"
44'-10 1/4"
23'-7 3/4"
22'-2 1/2"
13'-9 1/2"
1'-3"
3'-11 5/8"
20'-8 1/2"
16'-10"
LC08
176.93 sq ft
LC13
1,060.60 sq ft
LC09
411.09 sq ft
LC07
972.45 sq ft
LC06
410.10 sq ft
LC05
470.95 sq ft
LC04

39.25 sq ft
LC12
177.49 sq ft
LC01
348.59 sq ft
LC10

21.04 sq ft
LC11

54.67 sq ft
LC02

87.25 sq ft
LC03
435.84 sq ft
42" H GUARDRAIL
48" H GUARDRAIL

DRIVEWAY ELECTRIC GATE
5' HIGH STEEL GATE

PEDESTRIAN ENTRY GATE
4' - 6 1/2" HIGH STEEL GATE
5'-6" HIGH METAL SECURITY FENCE
5'-6" HIGH STEEL GATE

PROPERTY CORNER
42" H METAL GUARDRAIL

LINE OF SKYLIGHT ABOVE

LINE OF MIDDLE FLOOR DECK

HOUSE SETBACK
DOWN
UP

ELC PNL
WATER

FEATURE
WATER

FEATURE
GROSS
34,740.64 sq ft

BLUFF TOP LINE

NET (A)
16,574.68 sq ft
LOT COVERAGE DIAGRAM 1/8" = 1'-0"
LOT COVERAGE (NET AND GROSS) 1/16" = 1'-0"
LC.01
LC.02
LC.03
LC.04
LC.05
LC.06
LC.07
Area

TOTAL LOT COVERAGE
LC.08
LC.09
LC.10
LC.11
LC.12
LOT AREA = 16 574 SQ FT
LOT AREA x 35% = 5800 SQ FT
PROPOSED : 4666.48 SQ FT = 28%
LC.13
4666.48 ft²
435.84

21.04 54.67

87.25 348.59
470.95
410.10
972.68
176.93
411.09
1060.60

39.25 177.49
ROOF
ROOF

MIDDLE FLOOR

MIDDLE FLOOR
ROOF
ROOF
ROOF
ROOF
ROOF
ROOF

MIDDLE FLOOR

MIDDLE FLOOR
GSPublisherVersion 0.0.100.100
geoff sumich design geoff sumich design geoff sumich design geoff sumich design geoff geoff sumich design geoff sumich design geoff sumich design geoff sumich geoff sumich design geoff sumich design geoff geof 3D VIEWS- 888 PACIFIC HOLDINGS LLC31985 COAST HIGHWAY,LAGUNA BEACH, CA92651 A.5.1 February 02 2026

DELTA B
ATTACHMENT 2
Fire Department Site Access Plan 31985 Coast Highway, Laguna Beach, CA AM&M SOURCE: Geoff Sumich Design Group, March 2025

FIRE DEPARTMENT NOTES

SEE COPY OF APPROVED AM&M REPORT FOR PROJECT SPECIFIC ALTERNATE METHODS AND MATERIALS COMPLIANCE.

A SEPARATE (DEFERRED) SUBMITTAL FOR FIRE SPRINKLERS IS REQUIRED.

SYSTEM DESIGN MUST COMPLY WITH THE 2023 CFC AND 2025 NFPA 13d STANDARD. PLANS MUST BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE

THE LBFD, WITH PERMIT ISSUED

FOR BUILDING CONSTRUCTION PLAN APPROVAL, A COMPLETE COPY OF THE

DUDEK DESIGNED AM&M MUST BE LAID OUT SEQUENTIALLY AND KEPT AT FULL SIZE ( NO REDUCTION) . THE NEW SHEETS MUST BE TITLED "FD AM&M 1, 2, ETC." AND BE INCLUDED IN THE TITLE SHEET.

EXTERIOR WET STANDPIPE SYSTEM IS REQUIRED AND MUST BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE PROTECTION CONTRACTOR. PLANS MUST INCLUDE AND FDC WITH A TWO 2.5" CONNECTION NEAR THE STREET, AND A 3 INCH UNDERGROUND STANDPIPE WITH ONE 2.5" CONNECTION (LOCATED AT THE SOUTHWEST CORNER). PLANS MUST BE SUBMITTED TO AND

APPROVED BY THE LBFD, WITH PERMIT ISSUED AND FINAL INSPECTION CONDUCTED.

E. ALL EXTERIOR FIREPLACES AND FIRE PITS MUST BE GAS FIRED ONLY. NO SOLID FUEL IS ALLOWED PER THE LBFD MUNICIPAL CODE. FIREPLACES MUST BE A MINIMUM 10 FEET FROM ALL COMBUSTIBLE MATEIRALS AND FIRE PITS MUST BE A MINIMUM OF 20 FEET FROM COMBUSTIBLE MATEIRALS.

MAINTAIN JOBSITE SAFETY DURING CONSTRUCTION AS PER CHAPTER 33 OF THE 2023 CALIFORNIA FIRE CODE.

1. FIRE FLOW REQUIREMENTS SHALL COMPLY WITH 2022 CFC App. B.

2. FIRE HYDRANT SYSTEMS AND SPACING SHALL COMPLY WITH 2022 CFC APP. C. WITH A MAXIMUM DISTANCE FROM FRONTAGE TO HYDRANT NOT TO EXCEED 250 FEET.

COMPLETE FIREFIGHTER ACCESS AROUND THE BUILDING IS REQUIRED, AND MUST BE IN COMPLIANCE WITH DRB APPROVED PLANS. SEE THIS SHEET FOR DETAILS. THIS IS SUBJECT TO FINAL FIRE INSPECTION AND REQUIRES APPROVAL PRIOR TO OCCUPANCY.

ADDRESS NUMBERS MUST BE PLACED ON THE EXTERIOR FACING THE STREET ADDRESSED TO. MINIMUM SIZE OF NUMBERS IS 4" , AND THEY MUST CONTRAST WITH BACKGROUND.

FOR FIRE DEPARMENT INSPECTIONS, CALL 949-497-0352 AT LEAST 3 DAYS IN ADVANCE TO SCHEDULE.

ADDITIONAL FIRE NOTES

3. ALL STAIRS DESIGNATED AS PART OF THE FIRE ACCESS ARE OF NONCOMBUSTIBLE CONSTRUCTION, AND IN COMPLIANCE WITH CBC CHAP. 10.

4. ALL FIREFIGHTER ACCESS PATH WITH A SLOPE EXCEEDING
10%, MUST
HAVE COMPLIANT STAIRS.

5. ALL PORTIONS OF THE FIREFIGHTER ACCESS PATHS SHALL HAVE ALLWEATHER SURFACES (CONCRETE, ASPHALT, PAVERS, STONE, OR D.G.)

6. THE HYDRANT REPORT IS REQUIRED PRIOR TO DRB / CDP PLAN APPROVALS.

NOTE: THE WET STANDPIPE FDC IS TO BE 2 -2.5" CONNECTIONS, WITH 3" PIPING FROM THE FDC TO THE APPLICABLE LOCATIONS. THE HOSE CONNECTION IS A SINGLE 2.5".

THE WET STANDPIPE SYSTEM CONNECTS TO THE FIRE SPRINKLER SYSTEM ON THE FIRE SPRINKLER RISER ABOVE THE FLOW SWITCH.

7. 8.

9. NOTE: STANDPIPE SIGNAGE: SIGNAGE TO BE RED WITH WHITE LETTERS,

METAL OR RIGID PLASTIC, AND PERMANENTLY ATTACHED TO THE FDC RISER AND THE STANDPIPE HOSE CONNECTION RISERS. BOTH RISERS ARE TO BE PAINTED OSHA RED. SIGNAGE ON FDC TO READ: "FDC SERVES WET STANDPIPE AND FIRE SPRINKLER SYSTEM". SIGNAGE ON HOSE
CONNECTION RISER TO READ: "WET STANDPIPE HOSE CONNECTION".

PROTECTION CONTRACTOR. PLANS SHALL BE SUBMITTED AND APPROVED BY AND APPROPRIATE INSPECTIONS CONDUCTED.

ENGINE HOSE PULL WITHIN 150 FEET
FIREFIGHTER HOSE PULL BEYOND 150 FEET

FIREFIGHTER SUPPLY LINE
LEGEND

FIRE DEPARTMENT CONNECTION (FDC) WET
STANDPIPE (1) INLET AND (1) HOSE

CONNECTION
UPPER LEVEL ACCESS POINTS
10 0
5 10
FEET

FDC Inlet
2" to 2.5"
Hose Connection
Minimum 3'0" wide unimpeded, all-weather,
noncombustible concrete firefighter access
pathway/stairway (Chapter 10 of CBC
compliant). NOTE: All firefighter access
pathway with a slope exceeding 10% have
compliant stairs.

Minimum 3'0" wide unimpeded, all-weather,
noncombustible concrete firefighter access
pathway/stairway (Chapter 10 of CBC
compliant). NOTE: All firefighter access
pathway with a slope exceeding 10% have
compliant stairs.

1.25 inch 3.71 inch
24R x 6"
14'-6"
18'
34'-10"
+152.00' F.F
+152.00' F.F
+152.00' F.F
+152.00' F.F

FIREPLACE
DOWN

ELEVATOR

FIREPLACE
DINING
11R x 6"
13R x 6"
21R x 65/8"
DOWN
UP
N
42" H GLASS GUARDRAIL
13'-11
3/4"
+140,00' F.S
+146,50' F.S
+140,00' F.S

STEEL GRATE STRIP DRAIN

TRASH AREA
GARAGE
LOGGIA

FAMILY ROOM KITCHEN
HER
CLOSET
MASTER
BATH
MASTER

BEDROOM
HIS
CLOSET
CHEF'S

KITCHEN

1.5%
6 %
BBQ
PIZZA
OVEN
LIVING
ROOM

LINE OF SKYLIGHT ABOVE
POWDER

MOTOR COURT

DECK BELOW

DECK BELOW
10%
SHELF

SERVICE YARD
24R x 6"
13'-31/2"
16'-9
1/4"
4'-2" 13'-5"
12'-1
1/2"
23'-6
3/4"
8'-3"
16'
2'-3" 5'
46'-1
1/2"
330'
7'-13/4"
105'-6"
20' 10'-11/4" 16'-93/4"
68'-91/4"
4'-2
3/4" 2'-9"
20'
8'-6" 8'-6"
5'-4
1/2" 11
'-1
1/2"
7'-
3/4"
20'-10" 2'-3"
5'-
7/8" 3'-6" 5' 3'-6"
5'-
7/8"
1'-6"
22'-1
3/4" 14'-6" 4'-6"
1'-6"
22'-1
3/4"
5'-3
1/4" 3' 10
'-8
3/4" 2'
6'-7
1/2" 4'-3" 3'-3"
5'-6" 11'-4" 3'-5" 3' 13'-5
3/4" 3'
9"
5' 5'-51/4" 4' 2'-2"
2'-3/4"
8'-4"
7'-2"
1'-6"
14'-
1/4" 3'
5"
2'-2" 2' 2'-5" 2' 5'-11"
39'-8"
4'
-21
/8"
20'
6'-10"
5'-4"
18'-10"
23'-23/4"
40'-91/2"
3'-8"
1'-6" 8" 1'-6"
3'
+140.00' F.S
+161.81' F.S
+151.40'
+156.70'F.G
158,92' T.W
+151.60' F.S
+151,28' T.G
+158.20' F.G
+151.60' F.S
+158.30' F.S
+151.85'
+145,48' F.S
+156.64' F.G
+157.80' F.G
+156.88'
+157.13'T.C
159,80' T.C
+152.00'
+161.27' F.G
+161.00' F.G
+158.92' F.G
+158.72'
+158.77'
36" H METAL

GUARDRAIL
4' PUBLIC SIDE WALK
42" H GLASS GUARDRAIL

PROPERTY LINE
42" H GLASS GUARDRAIL

COAT CLOSET SEAT
ENTRY
SHOWER
14%
14%
14%
SLOPE 1.5%
1"
SLOPE
SLOPE
SLOPE
SLOPE
SITE PLAN NOTE:
1-ALL UTILITY LINES SHALL BE PLACED UNDERGROUND TO THE NEAREST EXISTING POLE SIDE YARD SETBACK

MECHANICALDECK BELOW
DECK
DECK
BENCH
7'-23/4" 16'-5" 19'-4" 7'-93/4"
9'-10
1/2" 22'-1 14'-6" 4'-6" 2' 3/4" 11'-41/4" 15'
24'-2
1/2"
17'-5
1/4" 14'-6" 1'-11" 16'-6" 4'-8"
9'-21/4" 24'-23/4"
1'
17'-2"
1'
6'-9
1/4"
6'-
1/2"
3'-6 3' 12' 3' 7/8" 1'-2" 2'-6"
+152.00'F.S
+152.00'F.S
42" H METAL

GUARDRAIL
TUB
24R x 6"
12R x 6"
12R x 6"
12'-3"
3'-9" 2'-6"
1'-2"
25'
36'
42'-8"

STEEL GRATE

STRIP DRAIN
FRONT

COURTYARD

BLUFF TOP
25' BLUFF TOP SETBACK
3 RD

8.5 'X 20' PARKING SPOT
BLUFF

TOP SETBACK
DOWN UP10R x 61/4"
7'-11"
4' 10'
10'
20'
1'
24'-1/2" 5'-11/2" 6'-11" 1'-41/2"2'-10" 1'-6" 2'-10" 1'-6" 2'-10" 1'-6" 2'-10" 29'-91/2" 3' +134,00 F.S
+128,00' F.S
+140,00' F.S
+134,00' F.S
151,958' F.S
+153.10' F.S
+161.80' T.W
+151,64' G.F.F
+151.60' F.S
+151.60' F.S
+163.89' T.W
+163.89' T.W
+161.00' T.W
+160,50' T.W
+151.50' F.S
+151,50' T.G
+151,50' T.W
+152.00' F.S
+134.50' T.W +136.00' T.W
+158.30' F.S
+151.60'
+153.20'
+155.20'
+158.00'
+161,80' T.W
+161,80' T.W
+162,00' T.W
+161.00' T.W
+134,50' F.S
+134.50' T.W
+158.42'
+134.50' T.W
+128,00' F.S
+138.00' T.R
+134.50' T.W

STEEL GRATE

STRIP DRAIN

STEEL GRATE

STRIP DRAIN

URN PLANTER

MAIL BOX
7' HIGH STEEL GATE
14%
6%

FRONT SETBACK LINE

PROPERTY LINE
GARAGE
ENTRY

OPEN TO
BELOW
SLOPE

EASEMENT
DOWN
DOWN
DOWN
4' PUBLIC SIDE WALK
DOWN

SIDE SETBACK LINE

LINE OF EXISTING BUILDING

LINE OF MAIN FLOOR
DOWN
4 TH

8.5 'X 20' PARKING SPOT

TWO CAR GARAGE
UP
UP

DRIVEWAY

NEW SINGLE FAMILY RESIDENCE
31985 COAST HIGHWAY GARAGE OUTLINE
RIGHT
OF
WAY

DECK BELOW

PROPERTY LINE

PROPERTY LINE
ENTRY
DOWN

0.000
BD point

0.000
BD point 0.000
BD point

0.000

0.000
N BD point59°21'30" E 99.58'
N 59°21'30" E 332.35'
N 59°21'30" E 91.85'
N 30°38'30" W 49.66'
R = 14 6 0 .0 0 ' = 0 °5 9 ' 2 9 " L = 2 5 .2 6 '
R = 14 6 0 .0 0 ' = 1° 10 ' 4 7 " L = 3 0 .0 6 '

0.000
BD point

0.000
BD point
N 36°52'30" W 136.01'

CENTRE LINE OF THE STREET COAST HIGHWAY

0.000
BD point (maybe wrong desc)
PCL 1
31985 COAST HWY

3.00'
INST. NO. 2024000116693 O.R.
2 .00 '
11 9
12 13

SW'LY ROW LINE PER
R.S.B. 3/16-17 &
10 .00 '
18 2 .00 '
19 2 .00 '

SW'LY DEED LINE PER
BK. 552, PG. 71 O.R.
4 CL
6 6
R = 1 6 0 .0 0 ' = 1°58 ' 2 1 " L = 5 0 .2 6 '
9 N
53 °
07 '
30 "
E
40 .
00 '
INST. NO. 2024000116693 O.R. PCL
2 A POR. OF LOT 27
THREE ARCHES PALISADES #2
PCL 4
PCL 2
PCL 5
INST. NO. 2024000117565 O.R.

10.00'

13.00'
N 59°21'30" E 159.19'
N 30°38'30" W 35.00'
BK. 592, PG. 103 O.R.

N 59°21'30" E 149.06'
8 .00 ' 8 .00 ' 7.17' BD point NW

0.18'
N 36°52'30" W 49.96'
121
.4
121
.3
121
.3 121
.4
121
.2 121 .
2 121 .
3 121 .
4 121 .
5 121 .6
120
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156
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151
.6
147
.2
147
.8
146
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144
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143
.9
143
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143
143
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8 144
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160
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161 .
5 161 .5
161 .5
161
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160 .6 160 .6
159 .2
158 .9
158
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155 .8
159 .1 160 .1 157 .4
154 .2
150 .
1 149 .8
147
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150
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151
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122
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123
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151 .
7 148
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145 .6
145
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144
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146
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146
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145 .5
129 .7 128
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127
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126
126
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.7 126
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126
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127
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123
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123
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123
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130
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128
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127
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126
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125
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124
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124
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121
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119
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118
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156
.2
156
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.5
159 .2
156
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155
.0
153 .9
153
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151
150
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8 .1
148 .7
148
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147 .0 147 .9
146
.8
142
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158 .8 158
157
.
8 .7
151
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148
.0
146
.1
140
.4
129
.0
115.4
145
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139
.1
138
.8
131
.3
127
.6
123 .6
138
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134
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132
.0
128
.6
128
.6
124
.5
124 .
1 123
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124
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124 .4
114
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118.3
117.9
158
.7
158 .8
155
.3
144
.9
150 .5
152
.9
153
.7
153
.1
156
.7
153
.9
154 .4
149
.4
147
.2
151
.0
142
.3
139
.3
148
146
.5
145
.
6 .0
146
.0
144
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147
.5
149
.9
151
.0
149
.3
149
.0
149
.8
146
.9
146
.3
150 .6
141
140
.9
.9
139
.3
137
.3
132 .9
134
.7
133
.1
133
.0
131
.8
131
.8
143
.1
145 .8
147
.0
160 160
.5.4
151
.6
151
.6
118
.4 128
.8
136
.0
141
.5
136
.6
139
.6
136
.1 141
.6
135
.4
132
.9
139
.0
133
.3
130
.4
127
.8
123
.7
133
.7
132
.8
132
.2
128
.7
123
.7
120
.0
119
.9
128
.6
136
.2
133
.5
129
.5
125
.9
122
.2 122
.3
118
.7
120
.2
121
.2
116
.3 119
.1
114
.4 107
.9
106
.0
111
.2
110
.0
102
.4
111
.7
111.5
152 .98
158
.20
157
.30 157
.54 157
.62
158
.15 158
.52 158
.68
159
.40
160
.05 160
.20 160
.32 160
.62 160
.78 160 .94 161
.25
162
.97
162
.48
162
.00
161
.44
161
.01
160
.47
159
.84
159
.37
155
.82
158
.89
153 .67 153 .70
156
.41
153
.44
153 .54
151
.64
160
.35
160
.41
155
.94
153
.11
151
.27
148
.72
137 .55
114.38
161
.55
161
.36
161
.34
160
.75
157
.97
155
.03
153
.08
152
.17
157 .93
157 .96
158 .02 158 .02
159 .35
158 .81
157 .98
158
157 .93
.25
158
.23
158 .36 158 .35
155 .01
157
.55
148 98 .
159 .62
159 .57
160
.63
160 .70
160 .71
160 .71 160 .82 160
.94 161 .18
161 .58
152 .57
150
.31
150
.14
155
.56
155
.17
151
.41
145
.78
145 .16 145 .08
150 .27 150 .25
151 .
49 153
.45
153
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152
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00 .
92 152 .96 152 .93
153
.26
153
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153
.27
153
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153
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153
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153 .38 153 .33
153
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153
.27
145
.64
144 .92
116
.71
138 .00 137 .97
137
.95
137
.63
125 .67
144 .82
144 .24
142 .54 142 .48
117.80
120 .79
121
.49
113
.70 119.96
120 .00 113
.75
106 .96
153 .85
153
.84 153 .70 153 .54
154
.10
156
.61
159 .08
159
.57
159
.29
159
.22
159
.90
159
.85 160
.24
160
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159
.38
159 .36
158
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160
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160 .54 160 .58
161
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160 .82
160
160
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.
48 160 .77
153
.51 153 .62
153 .45
137 .87
116
117.26
.61
147
.96 bottom of eave
147
.71 bottom of eave
124
.83
161 .
51 160 .61
160 .42
159 159
.48
.40
159
.12
158
.89
154
152
.29
.12
151
.37
150
.03150
.20
161 .86
161 .97
160 .54
160 .53
160
.46
159
159
.73
.
56 156
.54
153
.52 153 51 . 153 .75
153 .44
153 .34
153
.31
153
.44
153
.53153 153 .62 .65
153 .51 153 .44
151
.99
150
.06
148
.34
148
147
.28
.44
145
.08
146
.08 146
.36
147
.36
148
.13
150 .22 150 .13
153
.62
153
.59
153 .
11 153 .13 153 .09
113
.75
160
.53
160
.12
128
.51
122
.40
112
.52
153
.55 Deck
132
.40 Deck
121
.34 Deck
153
.77 G
.F
.F
.
143
.13 Roof ridge
155
.85 Roof ridge
156
.00 Roof ridge
157
.46 T
.C
.
157
.70 T
.C
.
158
.17 T
.C
.
158
.25 T
.C
. 158
.91 T
.C
.
159
.35 T
.C
.
159
.39 T
.C
.
158
.99 T
.C
. 159
.51 T
.C
. 160
.02 T
.C
.
160
.48 T
.C
.
160
.62 T
.C
.
160
.80 T
.C
.
160
.44 T
.C
.
160
.63 T
.C
.
160
.80 T
.C
.
161
.60 T
.C
.
161
.71 T
.C
.
161
.98 T
.C
.
153
.97 Threshold
175
.43 Top of roof
167
.24 Top of roof
164
.13 T
.W
.
164
.14 T
.W
.
160 .50 T .W .160 .02 T .W .
160
.57 T
.W
.
145 .89 T .W .
148
.56 T
.W
.
142 .37 T .W .
146
.46 T
.W
.
143
.88 T
.W
.
142 .55 T .W .
147
.84 T
.W
.
151
.75 T
.W
.
151
.76 T
.W
.
149
.17 T
.W
.
142
.52 T
.W
.
128
.18 T
.W
.
142
.41 T
.W
.
145
.65 T
.W
.
152
.44 T
.W
.
160 .56 T
.W
. 159
.58 T
.W
.
160
.55 T
.W
.
164 .43 T .W .
160
.78 T
.W
.
164 .17 T .W .
158
.78 T
.W
.
158
.74 T
.W
.
154
.51 T
.W
.
155
.79 T
.W
.
150
.13 T
.W
.
146
.96 T
.W
.
145
.66 T
.W
.
163
.94 T
.W
.
163
.91 T
.W
.
150
.30 T
.W
.
151
.11 T
.W
.
151
.30 T
.W
.
142
.30 T
140
.W
.
.
81 T .W .
140
.81 T
.W
.
129
.53 T
.W
.
124
.73 T
.W
.
124 .55 T .W .
123
.74 T
.W
.
124
.53 T
.W
.
124
.05 T
.W
.
118.55 T
.W
.
120
.01 T
.W
.
118
.47 T
.W
.
118
.48 T
.W
.

Water valve
Electric vault
Light pole
Fire hydrant
Gas
Telephone
meter
box Water
Cable
meter
TV box
Electric box
Electric box
Water meter
Temp power pole
TR 6
24 " temp pump
Telephone box
24 "
TR 3
Wood stairs
3 " riser
TG = 153
.46
Downspout
TR 4
15 "
4 " drain outlet
Wood stairs
Gas meter Electric box Telephone box
Water meter
Electric vault
Heavy vegetation
AC unit Buried wall
TR 5
Buried wall
Downspout
3 " drain outlet
TG = 153
.27
TG = 153
.40
TG = 153
.39
Buried conc stairs
TR 7
24 " temp pump
16 "
Buried wall Sewer CO
TR 8
121
.60
118
.54
Existing building
Existing building Existing building
Existing building
110
120
120
120
125
125
125
130
130
130
135
135
135
140
140
145
145
145
145
150
150
150
155
155
155
160
160
160 160
Fd
. tag LS 4653 Fd
. tag LS 4653
Fd
. tag LS 5748
Fd
. tag LS 4653
153 .74 top of trellis
153 .75 top of trellis 154 .19 top of 154 trellis .18 top of trellis 170
.72 bottom of eave
171 .
31 bottom of eave
140
.21 bottom of eave
140
.22 bottom of eave
155
.85 top of roof at edge /roof ridge
155
.83 roof ridge 155 .98 roof ridge
159
.52 top of roof at edge
159
.51 top of roof at edge
159
.52 top of roof at edge
159
.51 top of roof at edge
159
.51 top of roof at edge
158
.10 top of roof at edge
158
.08 top of roof at edge
155
.54 top of roof at edge
155
.27 top of roof at edge
155
.30 top of roof at edge
156
.02 top of roof at edge /roof ridge
149
.14 top of roof at edge
148
.11 top of roof at edge
148
.20 top of roof at edge
170 .60 top of roof at edge 170 .93 top of roof at edge 160 .76 bottom of window 160
.87 bottom of window
Existing building
Gas
Telephone
meter
box Water
Cable
meter
TV box
Electric box Fire hydrant
EL 161
.16 Fixed datum e lectric vault
FDC
INLET
Hose connection
2%
1 .5%
35'
40'
2'
104'-4"
332'
23'-73/4"
23'-3" 13'-6" 18'-10
1/4" 12'-6"
15'-91/2" 11'-11"
1'-7
3/4"
15'-2
1/4" 24
'-2
1/2" 34
'-
3/4" 3'
1'
8'-83/4"
15'-2
1/4"
3'
1'
3'-6
1/4"
6'-6"
+159.37' F.G
+163,89' T. METAL RAILING
+166,30' T.W
+160.25' F.G
+163.89' T.W
+165,31' T. METAL RAILING
+161.60' T.C
+160.14' T.C
+162,92' T. METAL RAILING
+161.50' F.G
+161.68' F.S
+159.86'.

F.S
+158.25' T.C
+158.12' T.C +159.13'
T.C
42" H GUARDRAIL
48" H GUARDRAIL
DRIVEWAY ELECTRIC GATE 5' HIGH STEEL GATE
PEDESTRIAN ENTRY GATE 4' - 6 1/2" HIGH STEEL GATE
5'-6" HIGH METAL SECURITY FENCE 5'-6" HIGH STEEL GATE

PROPERTY CORNER
42" H METAL GUARDRAIL
FDC Inlet

EXISTING STAIRS

LINE OF SKYLIGHT ABOVE

NEIGHBOUR'S BUILDING
31995 COAST HIGHWAY

LINE OF MIDDLE FLOOR DECK

NEIGHBOUR'S BUILDING
31995 COAST HIGHWAY

NEIGHBOUR'S BUILDING
31981 COAST HIGHWAY

HOUSE SETBACK
DOWN
FRONT

YARD SETBACK

LOT DEPTH

LOT WIDTH
UP

SIDE YARD

SETBACK

ELC PNL
WATER

FEATURE
WATER

FEATURE
150 .5 DRIVEWAY ELECTRIC GATE 5' HIGH STEEL GATE
ATTACHMENT 2
Fire Department Site Access Plan 31985 Coast Highway, Laguna Beach, CA AM&M SOURCE: Geoff Sumich Design Group, March 2025