attachment 1: 8423 el paseo grande la jolla shores planned … · 2020. 6. 11. · 7626 herschel...

La Jolla Shores Planned District Advisory Board La Jolla Recreation Center

615 Prospect Street, La Jolla CA 92037

Please provide the following information on this form for calendaring your project on an upcoming La Jolla Shores Planned District Advisory Board meeting.

For Action Items Project PTS number from Development Services and project name (only submitted projects can

be heard as action items): _PTS: 661815/ 8423 El Paseo Grande Residence__________________ Address and APN(s): __8423 El Paseo Grande, La Jolla, CA 92037; APN: 346-072-03-00____ Project contact name, phone, e-mail: ___Nick Wilson, 858-459-9291, [email protected] Project description: _New two story sfr of 4,060 sf and attached ADU of 1,090 sf_ In addition, provide the following:

o lot size: 5,241 sf; 0.12 aco existing structure square footage and FAR (if applicable): Demo 1,528 sf, 0.29 FARo proposed square footage and FAR: Proposed 5,150 sf, 0.98 FARo existing and proposed setbacks on all sides: FYSB: (E) 15’, (P) 15’; SYSB: (E1) 6’, (P1) 4’,

(E2) 8’-4”, (P2) 4’, (E-AU) 18”, (P-AU) 0’; RYSB: (E) 31’ 4”, (P) 6’, (E-AU) 0, (P-AU) 6’AU=Accessory Unit

o height if greater than 1-story (above ground): 28’- 7 7/8” ft

For Information Items Project name (Unsubmitted projects can be informational items if the development team is

seeking comments and direction from the Trustees on the concept): ________________________ Address and APN(s): _________________________________________________________________________ Project contact name, phone, e-mail: _________________________________________________________ Project description: __________________________________________________________________________ In addition to the project description, please provide the following:

o lot size: _____o existing structure square footage and FAR (if applicable): _____o proposed square footage and FAR: _____o existing and proposed setbacks on all sides: _____o height if greater than 1-story (above ground): _____

Project aspect(s) that the applicant team is seeking Trustee direction on. (community character,aesthetics, design features, etc.): ___________________________________________________

Exhibits and other materials to provide: Exhibits and other project-related presentation materials (e.g. site plan, elevations, exhibits showing addition/remodel areas, etc.) although not required, are extremely helpful in informing the Advisory Board’s review and understanding of a project. The following exhibits and materials are recommended and if provided by the applicant, will be attached to the agenda and posted to the City’s website for view by the public:

All exhibits should be sized to 8 ½” X 11” format Exhibits, which can contain the following:

A. A site plan showing the street, the property line on all sides, the setbacks on all sides, and thesetbacks from the property lines to the neighboring building;

ATTACHMENT 1: 8423 El Paseo Grande

7626 Herschel Avenue Office: 858-459-9291 La Jolla, California 92037 www.islandarch.com

8423 El Paseo Grande Residence Coastal Development Permit Fact Sheet June 15, 2020

Plan Check Number 661815 A.P.N. 346-072-03-00Legal Lot 3, Blk 38, Map 2147 of La Jolla Shores SubdivisionOriginal Const. 1950Zoning LJSPD-SF

Residential Tandem, City Coastal, Coastal Height Limit, ParkingImpact

Lot Size 5,241 s.f.Max Height 30’ zoning / 30’+10’ Prop. D / no private deed restriction

Lot Coverage 49% 2,580 s.f. Landscape Ratio 38% 1,968 s.f. Hardscape Ratio 13% 693 s.f. Gross Site 100% 5,241 s.f. Garage/Storage 543 s.f. Non-HabitableMain Level 2,581 s.f. Habitable Gross Floor 5,150 s.f. F.A.R 0.98Front Yard 15’-0” Side Yard North 4’-0”/ 0’ at Companion Unit Side Yard South 4’-0” Rear Yard 6’-0” Proposed Driveway 16’ wide w/ 2 car garage + 2 off-street Existing Driveway 8’-0’ wide w/ 2 car garage + 2 off-street Garage FF Elev. +12.8’ Main Level FF Elev. +12.8’ Highest Point Elev. +41.5’ (chimney) Highest Roof Elev. +39.5’ Lowest Roof Elev. +33.75’ Existing House Ridge Elev. +25’ Highest Zoning 28’-7 7/8” Prop D at Chimney

28’-7 7/8” Zoning Height at Chimney (out of 30’ Allowable)


EXISTING RIDGE HEIGHT OF HOUSE EAST OF PROJECT <6” LOWER THAT PROPOSED PROJECT

APPORXIMATE RIDGE HEIGHT OF PROPOSED PROJECT

PTS: 661815PLANNING COMMENT #10:CONCLUSION - PROPOSED ZERO SIDE YARD SETBACK DOES NOT EFFECT SEE THROUGH TO THE OCEAN BECAUSE PROPOSED ZERO SETBACK IS ONLY FOR THE LOWER LEVEL AND IS NOT VISIBLE FROM LA JOLLA COMMUNITY PLAN SCENIC ROADWAY PER PG 142 OF LA JOLLA SHORES COMMUNITY PLAN


1 1 ' - 0"

12' - 0"

13' - 0"

12' - 0 "

13' - 0"

14' - 0"

11' - 0"

10' - 0"

13' - 0"

14' - 0" 14' - 0"

1. THE EXISTING WATER AND SEWER SERVICES WILL REMAIN.2. PER FHPS POLICY P-00-6 (UFC 901.4.4) BUILDING ADDRESS NUMBERS TO BE VISIBLE

AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.3. THIS PROJECT MUST COMPLY WITH WITH THE MUNICIPAL CODE REQUIREMENTS FOR

MAXIMUM HEIGHT OF THE STRUCTURE NOT TO EXCEED 30 FEET (SDMC, SECTIONS 131.0444 AND 132.0505.) HIGHEST POINT ON ROOF EQUIPMENT, PIPE, VENT, ANTENNA OR OTHER PROJECTION SHALL NOT EXCEED 30 FEET ABOVE GRADE.

4. THE HIGHEST POINT OF ANY ROOF, EQUIPMENT, OR ANY VENT PIPE, ANTENNA, OR OTHER PROJECTION SHALL NOT EXCEED 30'-0" ABOVE GRADE.

5. ALL PROPOSED SITE LIGHTING SHALL BE SHIELDED SUCH THAT THE LIGHT SOURCESHALL BE CONCEALED FROM PUBLIC VIEW.

6. FIRE HYDRANTS, 01 @ 110'-0" FROM PROPERTY SEE SITE PLAN.7. REFER TO SEPARATE GRADING PLAN FOR REQUIRED EMRA, PERMANENT BMPs, AND

WCPC.8. WATER METERS FOR COMBINED DOMESTIC WATER AND FIRE SPRINKLER SYSTEMS

SHALL NOT BE INSTALLED UNTIL THE FIRE SPRINKLER SYSTEM HAS BEEN SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL.

9. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING:i. Controllers shall be weather or soil moisture-based controllers that automatically

adjust irrigation in response to changes in plants' needs as weather conditions change ii. Weather-based controllers without integral rain sensors or communication systems

that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input.

SITE NOTES

STORM WATER QUALITY NOTES CONSTRUCTION BMP'S

THIS PROJECT SHALL COMPLY WITH ALL C.URRENT REQLIIREMENTS OF THE STATE PERMIT;CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD (SDRWQCB], SAN DIEGO MUNICIPAL STORM WATER PERMIT, THE CITY OF SAN DIEGO LAND DEVELOPMENT CODE, AND THE STORM WATER STANDARDS MANUAL.

PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INISTALLED BY THE CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW:

1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO "STORM WATER STANDARDS MANUAL" MUST BEINCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL PLAN (WPCP) FOR CONSTRUCTION LEVEL BMPS AND, IF APPLICABLE, THE STORM WATER QUALITY MANAGEMENT PLAN (SWQIVIP) FOR POST-CONSTRUCTION BMPS.

2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION. INLET PROTECTION IN THE PUBLIC RIGHT-OF-WAY MUST BE TEMPORARILY REMOVED PRIOR TO A RAIN EVENT TO ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER RAIN IS OVER.

3. ALL CONSTRUCTION BMPS SHALL BE INISTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.

4. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS FOR WHICH THE CONTRACTOR OR QUALIFIED CONTACT PERSON CAN PROVIDE EROSION AND SEDIMENT CONTROL MEASURES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORM WATER BMPS AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, CIVIL PENALTIES, AND/OR STOP WORK NOTICES.

6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALLSILT, DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM DRAIN SYSTEM DUE TO CONSTRUCTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY.

7. THE CONTRACTOR SHALL PHOTECT NEW AND EXISTING STORM WATER CONVEYANCE SYSTEMS FROM SEDIMENTATION, CONCRETE RINSE, OR OTHER CONSTRUCTION-RELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE BMPS THAT ARE ACCEPTABLETO THE CITY RESIDENT ENGINEER AND AS INDICATED IN THE SWPPP/WPCP.

8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER IS SOONER.

9. IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL IMMEDIATELY STOP THE ACTIVITY AND REPAIR THE DAMAGES. THE CONTRACTOR SHALL NOTIFY THE CITY RESIDENT ENGINEER OF THE DISCHARGE, PRIOR TO RESUMING CONSTRUCTION ACTIVITY. ANY AND ALL WASTE MATERIAL, SEDIMENT, AND DEBRIS FROM EACH NOH-STORM WATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN CONVEYANCE SYSTEM AND PROPERLY DISPOSED BY THE CONTRACTOR.

10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIOI\IS TO FACILITATE RAPID DEPLOYMENT OF CONSTRUCTION BMPS WHEN RAIN IS IMMINENT.

11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO WORKING ORDER YEAR-ROUND.

12. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES DUETO UNFORSEEN C IRCUMSTANCES TO PREVENT NON-STORM WATER AND SEDIMENT-LADEN DISCHARGES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.

14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER.

15. AS NECESSARY, THE CITY RESIDENT ENGINEER SHALL SCHEDULE MEETINGS FOR THE PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED CONTACT PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELDPER, AND THE CITY RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO ANTICIPATED CONSTRUCTION ACTIVITIES.

16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CONDUCT VISUAL INSPECTIONS AND MANINTAIN ALL BMPS DAILY AND AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS SAFETY ALLOWS.

86° 34' 47"105.15'

S E

3° 2

5' 1

3"49

.84'

NE

86° 34' 47"105.15'

N W

3° 2

4' 5

3"49

.84'

SW

BUILDING ADDRESS PER FHPS POLICY P-00-6 (UFC 901.4.4)

EXISTING STREET TREE TO REMAIN

1A5.1

2A5.1

18' - 0"

9' -

0"

18' - 0"

9' -

0"

(2) OFF-STREET PARKING

EXISTING RESIDENCE TO BE REMOVED

EXISTING GARAGE TO BE REMOVED

PROPOSED TWO-STORY SINGLE FAMILY RESIDENCEAPN: 346-072-03-00

8415 EL PASEO GRANDE

8433 EL PASEO GRANDE

8408 PASEO DEL OCASO

8418 PASEO DEL OCASO

8416 CAMINO DEL ORO

LA JOLLA SHORES PARK

LIMIT OF WORK; ENTIRE SITE AND DRIVEWAY WORK; SEE GRADING PLAN FOR ROW WORK

PROP 'D' DATUM OFFSET

OVERALL DATUM OFFSET

FIRE HYDRANT 01 @ 110'-0"

COASTAL LOW DATUM 11' - 9 1/2"

10' - 11 7/8"

10' - 7 3/4" 15' - 9 1/8"

105' - 1 3/4"

LAWN

LANDSCAPE

LANDSCAPE

30' - 0"

CL

EL P

ASEO

GRA

ND

E

LAWN

DECOMPOSED GRANITE

6' GATE

6' GATE

15' - 0"

4' -

0"

6' - 6"

4' -

0"

LANDSCAPE

LANDSCAPE

FLOOR LEVEL APPROX. +8.2ROOF RIDGE APPOX. -11.5'

FLOOR LEVEL = 12.8'ROOF RIDGE = 39.5'

FLOOR LEVEL APPROX. +2.2'ROOF RIDGE APPOX. -1.5'

FLOOR LEVEL APPROX. +5.2'ROOF RIDGE APPOX. +1.5'

FLOOR LEVEL APPROX. +5.2' ROOF RIDGE APPOX. -0.5'

FLOOR LEVEL APPROX. +8.2'ROOF RIDGE APPOX. -3.5'

11' -

5 1

/8"

15' - 0"

3' -

6"

1' - 9 1/4"

OVE

RHA

NG

2' -

1 3

/8"

OVE

RHA

NG

4' -

5 1

/2"STEPBACK

4' - 6 1/4"

STEP

BAC

K

2' -

0 5

/8"

UPPER LEVEL

STEP

BAC

K

4' -

0"

UPPER LEVEL

STEPBACK

3' - 4 7/8"

PROPOSED DRIVEWAY

3' -

0"

12' -

0"

3' -

0"

DRIVEWAY

20' - 0"

NEW 1" WM PER CIVIL

NEW BACKFLOW PVT

SIDEWALK UNDERDRAIN

OVERALL LOW DATUM 11' - 6 1/4"

COASTAL/ OVERALL HIGH DATUM 15' - 0"

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Copyright Island Architects 2019

ISSUE:

Sheet:

Sheet Title:

Project Name:

Street Address:

of

DEP#:

Prepared By:

Name:

Phone:

Island Architects

Contact:

7626 Herschel Avenue

La Jolla, CA 92037

(858) 459-9291

Original Date:

CITY STANDARD TITLE BLOCK

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SITE PLAN

06.12.2020

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N. WILSON

H. DUKE

7010

CDP 1

06/12/2020 CDP 2

3SITE PLAN

8423 El Paseo Grande, La Jolla, CA 92037

8423 EL PASEO GRANDE RESIDENCE03/11/2020

06/12/2020

Nick Wilson

10

1" = 10'-0" 1SITE PLANNORTH

REVISIONS

# DESCRIPTION DATE


948 SFFIRST FLOOR

1090 SFCOMPANION UNIT

461 SFGARAGE

AREA LEGEND

COMPANION UNIT

FIRST FLOOR

GARAGE

STORAGE51 SF

STORAGE

31 SFSTORAGE

2498 SFSECOND FLOOR

171 SFTERRACE

AREA LEGEND

SECOND FLOOR

TERRACE

226 SFHARDSCAPE

2580 SFBUILDING FOOTPRINT

SITE COVERAGE LEGEND

BUILDING FOOTPRINT

HARDSCAPE

LANDSCAPE38 SF

HARDSCAPE

430 SFHARDSCAPE

1922 SFLANDSCAPE

26 SFLANDSCAPE

20 SFLANDSCAPE

SITE COVERAGE SUMMARY

LOT SQUARE FOOTAGE 5,241 SFBUILDING FOOTPRINT 2,580 SFLANDSCAPE 1,968 SFHARDSCAPE 693 SF

PRIMARY DWELLING SUMMARY

MAIN LEVEL 1,491 SFFIRST FLOOR 948 SFGARAGE 461 SFSTORAGE 82 SF

UPPER LEVEL 2,669 SFSECOND FLOOR 2,498 SFTERRACE 171 SF

EXEMPTIONS <100 SF>TERRACE <100 SF>

GROSS FLOOR AREA (GFA) 4,060 SF

FLOOR AREA RATIO .77 SITE AREA 5,241 SFGFA 4,060 SF

COMPANION UNIT

COMPANION UNIT 1,090 SFPRIMARY DWELLING 4,060 SF

GROSS FLOOR AREA (GFA) 5,150 SF

FLOOR AREA RATIO .98SITE AREA 5,241 SFGFA 5,150 SF

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PROJ. MGR.:

JOB #:

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ISSUE:

Sheet:

Sheet Title:

Project Name:

Street Address:

of

DEP#:

Prepared By:

Name:

Phone:

Island Architects

Contact:


La Jolla, CA 92037

(858) 459-9291

Original Date:


Revision 01:

Revision 02:

Revision 03:

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AREACALCULATIONS

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CDP 1

06/12/2020 CDP 2

4AREA CALCULATIONS



06/12/2020

Nick Wilson

10

1/8" = 1'-0" 2MAIN LEVEL AREA PLAN 1/8" = 1'-0" 3UPPER LEVEL AREA PLAN

1/4" = 1'-0" 1SITE COVERAGE PLAN

REVISIONS

# DESCRIPTION DATE


MAIN LEVEL4 1/2"

UPPER LEVELBEDROOM11' - 4 1/2"

2A5.1

HEIGHEST POINTOF STRUCTURE

41' - 5 1/2"

STRU

CTU

RE H

EIG

HT

28' -

7 7

/8"

PROP D LOWDATUM

11' - 9 1/2"

HIGH DATUM15' - 0"

PROP D / OVERALLSTRUCTURE

HEIGHT LIMIT45' - 0"

30' ZONING HEIGHT LIMIT

30' -

0"

3' -

2 1

/2"

10' -

0"

EXISTING GRADE

PROPOSED GRADE

UPPER LEVELGREATROOM

22' - 9 5/8"

COPPER ROOF AND GUTTER

WOOD CORNICE

WOOD BRACING

WOOD WINDOWS

WOOD COLUMNS

STONE LOW WALL

WOOD BAY WINDOW

WOOD PANELING

STONE CHIMNEY

STONE FACADE

6' WOOD GATE

WOOD WINDOWS

WOOD PANELING

VERT WOOD SIDING

WOOD DOORS

OUTDOOR SHOWER

WOOD BAY WINDOW

COPPER BAY SKIRT

WOOD PANELING

OVERALL LOWDATUM

11' - 6 1/4"

MAIN LEVEL4 1/2"


1A5.1


41' - 5 1/2"

STRU

CTU

RE H

EIG

HT

28' -

7 7

/8"

PROP D LOWDATUM

11' - 9 1/2"

HIGH DATUM15' - 0"



3' -

2 1

/2"

30' -

0"


EXISTING AND PROPOSED GRADE

10' -

0"


22' - 9 5/8"

WOOD CHIMNEY

COPPER ROOF AND GUTTER

WOOD CORNICE

WOOD SHINGLE SIDING

WOOD BRACING

WOOD BEAM

WOOD GARAGE DOOR

STONE CHIMNEY

WOOD EYEBROW WINDOW

WOOD PANELING BAY SKIRT

6' WOOD GATE

WOOD DOOR

42" HIGH STONE WALL

STONE FACADE

OVERALL LOWDATUM

11' - 6 1/4"

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LA JO

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FAX:

858-4

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DATE:

DRAWN BY:

PROJ. MGR.:

JOB #:

PLOT

DAT

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ISSUE:

Sheet:

Sheet Title:

Project Name:

Street Address:

of

DEP#:

Prepared By:

Name:

Phone:

Island Architects

Contact:


La Jolla, CA 92037

(858) 459-9291

Original Date:


Revision 01:

Revision 02:

Revision 03:

Revision 04:

Revision 05:

Revision 06:

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EXTERIORELEVATIONS

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Author

Checker

7010

CDP 1

06/12/2020 CDP 2

8EXTERIOR ELEVATIONS



06/12/2020

Nick Wilson

10

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

1/4" = 1'-0" 2WEST ELEVATION

REVISIONS

# DESCRIPTION DATE


MAIN LEVEL4 1/2"


1A5.1


41' - 5 1/2"

STRU

CTU

RE H

EIG

HT

28' -

7 7

/8"

PROP D LOWDATUM

11' - 9 1/2"

HIGH DATUM15' - 0"



3' -

2 1

/2"

30' -

0"

10' -

0"

EXISTING GRADE

PROPOSED GRADE



22' - 9 5/8"

WOOD SHINGLE SIDING

COPPER ROOF AND GUTTERS

WOOD FASCIA

STUCCO FINISH

WOOD WINDOWS

WOOD WINDOWS

OVERALL LOWDATUM

11' - 6 1/4"

MAIN LEVEL4 1/2"


2A5.1


41' - 5 1/2"

STRU

CTU

RE H

EIG

HT

28' -

7 7

/8"

PROP D LOWDATUM

11' - 9 1/2"

HIGH DATUM15' - 0"



3' -

2 1

/2"

30' -

0"

EXISTING AND PROPOSED GRADE


10' -

0"


22' - 9 5/8"

WOOD PANELING BAY SKIRT

WOOD BAY WINDOWS

WOOD SIDING

VERT WOOD SIDING

WOOD WINDOWS

WOOD BRACING

WOOD COLUMNS

COPPER ROOF AND GUTTERS

42" HIGH STONE WALL

STONE FACADE

WOOD DOORS

OVERALL LOWDATUM

11' - 6 1/4"

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TEL:

858-4

59-9

291

LA JO

LLA

, C

A 92037

FAX:

858-4

56-0

351

DATE:

DRAWN BY:

PROJ. MGR.:

JOB #:

PLOT

DAT

E AN

D TIME

AR

CH

ITE

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ISSUE:

Sheet:

Sheet Title:

Project Name:

Street Address:

of

DEP#:

Prepared By:

Name:

Phone:

Island Architects

Contact:


La Jolla, CA 92037

(858) 459-9291

Original Date:


Revision 01:

Revision 02:

Revision 03:

Revision 04:

Revision 05:

Revision 06:

Revision 07:

Revision 08:

6/1

0/2

020 3

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EXTERIORELEVATIONS

06.12.2020

A4.2

8423

EL

PASE

O G

RAN

DE

RESI

DEN

CE

8423

El P

aseo

Gra

nde,

La

Jolla

, C

A 9

2037

03/11/2020

Author

Checker

7010

CDP 1

06/12/2020 CDP 2

9EXTERIOR ELEVATIONS



06/12/2020

Nick Wilson

10

1/4" = 1'-0" 2EAST ELEVATION

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

REVISIONS

# DESCRIPTION DATE


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