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Letter.docx
Tmplt. 02/09/11
COMMUNITY DEVELOPMENT DEPARTMENT
PLANNING DIVISION
100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915
949-644-3200 Fax: 949-644-3229
www.newportbeachca.gov
NOTICE OF INCOMPLETE FILING
February 2, 2022
GRAHAM Architecture
Attn: Carlton Graham
1278 Glenneyre Street, Suite 107
Laguna Beach, CA 92651
Application No. • CDP No. CD2022-002
(PA2022-001)
Address 729 Via Lido Soud
Please be advised that after reviewing the subject application, your submittal has been
deemed incomplete and further information is required before we are able to proceed
with the application process.
The following documentation is required to complete the application:
1. See attached Planning Redmarks.
2. Notice of CDP must be posted on-site. Please obtain notice from City Hall Bay C and
post on-site. Provide proof of posting via email.
3. See attached Building Comments.
Upon verification of completion, the application will be processed and scheduled for a
Zoning Administrator Hearing. Should you have any questions regarding submittal
requirements, please contact David Lee, Associate Planner at 949-644-3225 or
dlee@newportbeachca.gov.
By:
David Lee, Associate Planner
Attachments: Planning Red Marks
Building Division Review
c:
John and Laura Armour
532 Via Media
Palos Verdes Estates, CA 90274
City of Newport Beach
Community Development Department
100 Civic Center Drive / P.O. Box 1768
Newport Beach, CA 92658
Phone: (949) 644-3200
www.newportbeachca.gov
PLANNING DIVISION
PLAN CHECK
CORRECTIONS
F:\Users\CDD\Shared\Admin\Planning_Division\Current_Templates Revised 08-29-17 – CDD
Plan Checker David Lee
Phone No: 949.644-3225 Fax No. 949.644.3203
Email Address: dlee@newportbeachca.gov:
PLAN CHECK NO. PA2022-001 ADDRESS: 729 Via Lido Soud
CORRECTION DATE: February 2, 2022
CORRECTIONS:
1. Since there are encroachments, clearly dimension interior Clear of garage.
2. Please label established grade on all elevations and count height from that point.
3. Dimension balcony encroachments on the elevation sheets.
L I D O H O U S E
7 2 9 V I A L I D O S O U D, N E W P O R T B E A C H, CA
Date No Description
DATE:
COVER SHEET 1
graham architecture expressly reserves its common law
copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the
expressed written permission of graham architecture.
10.15.21
CS -1
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663COLOR RENDERINGSPRELIMINARY HOA SETV - 1.0PA2022-001
PA2022-001
- 2019 CALIFORNIA RESIDENTIAL CODE 9 (CRC)
- 2019 CALIFORNIA BUILDING CODE (CBC)
- 2019 CALIFORNIA ELECTRICAL CODE (CEC)
- 2019 CALIFORNIA MECHANICAL CODE (CMC)
- 2019 CALIFORNIA PLUMBING CODE (CPC)
- 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS CODE ( BEES)
- 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
- LOCAL JURISDICTION AMENDMENTS
R E V I S I O N SBUILDING CODES
Date No Description
DATE:
TITLE SHEET
graham architecture expressly reserves its common law
copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the
expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663TS
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
A B B R E V I A T I O N S
P R O J E C T T E A M
V I C I N I T Y M A P
S Y M B O L S
A.B.ANCHOR BOLT I.D.INSIDE DIAMETER
A.C.ASPHALT CONCRETE IN INCH
A.F.F.ABOVE FINISH FLOOR INS INSULATION
ALUM ALUMINUM INT INTERIOR
ALT ALTERNATE JAN.JANITOR
APPROX APPROXIMATE JT JOINT
ARCH ARCHITECTURAL KIT KITCHEN
BD BOARD L LENGTH
BEL BELOW LAV LAVATORY
BET BETWEEN M.C.MEDICINE CHEST
BLDG BUILDING M.O.MASONRY OPENING
BM BEAM MAS MASONRY
BOT BOTTOM MAX MAXIMUM
BW BOTH WAYS MECH MECHANICAL
C.J.CEILING JOISTS MED MEDIUM
C.M.U.CONCRETE MET METAL
MASONRY UNITS MFG MANUFACTURER
C.O.CLEAR OPENING MIN MINIMUM
CAB CABINET MISC.MISCELLANEOUS
CEILG CEILING MTD MOUNTED
CEM CEMENT (N)NEW
CER CERAMIC N.I.C.NOT IN CONTRACT
CLR CLEAR N.T.S.NOT TO SCALE
COL COLUMN NAT NATURAL
CONC CONCRETE O.C.ON CENTER
CONN CONNECTION O.D.OUTSIDE DIAMETER
CONST CONSTURUCTION OPG OPENING
CONT CONTINUOUS OPP OPPOSITE
CONTR CONTRACTOR P.S.I.POUNDS / SQUARE
D DEPTH INCH
D.F.DRINKING FOUNTAIN, PL PLATE
D.F.DOUGLAS FIR PLAS PLASTER
D.S.DOWNSPOUT PLY PLYWOOD
DBL DOUBLE POL POLISH, POLISHED
DET DETAIL PR PAIR
DIA DIAMETER PTD.PAINTED
DIM DIMENSION R RADIUS, RAFTER
DN DOWN R.D.ROOF DRAIN
DR DOOR R.O.ROUGH OPENING
DWG DRAWING R.R.ROOF RAFTER
DWR DRAWER R.S.ROUGH SAWN
E.N.EDGE NAIL(ING)RA RETURN AIR
E.W.EACH WAY REQ REQUIRED
EA EACH RI RISER
ELEC ELECTRIC, RM ROOM
ELEC ELECTRICAL S.S.STAINLESS STEEL
ELEV ELEVATION S.C.SOLID CORE
E.G.EXISTING GRADE SCH SCHEDULE
E.P.EXISTING PAVING SECT SECTION
EQ EQUAL SH SHELF
EQUIP EQUIPMENT SHTG SHEATHING
EXH EXHAUST SIM SIMILAR
EXIST(E)EXISTING SPEC SPECIFICATIONS
EXP EXPOSED SQ SQUARE
F.N.FIELD NAILING STD STANDARD
F.O.C.FACE OF CONCRETE STL STEEL
F.O.M.FACE OF MASONRY STRUCT STRUCTURAL
F.O.S.FACE OF STUD OR SYM SYMMETRICAL
FRMG.FRAMING T & B TOP AND BOTTOM
F.G.FINISH GRADE T & G TOUNGE AND GROOVE
FIN FINISH T TREAD,
F.F.FINISH FLOOR TEMP TEMPERED GLASS
F.S.FINISH SURFACE T.C.TOP OF CURB
FT FOOT T.C.TOP OF CHIMNEY
FTG FOOTING T.W.TOP OF WALL
GA GAUGE T.R.TOP OF ROOF
GALV GALVINIZED THK THICK
G.F.I.GROUND FAULT T.T.TOP OF TRELLIS
INTERRUPTOR TYP TYPICAL
G.F.R.C.GLASS FIBER U.N.O.UNLESS NOTED OTHERWISE
REINFORCED CEMENT UR URINAL
G.I.GALVINIZED IRON V.T.VINYL TILE
GL GLASS V.T.R.VENT THROUGH ROOF
GR GRANITE W WIDE, WIDTH
GRD GRADE W.C.WATER CLOSET,
GYP. BD.GYPSUM BOARD WALL COVERING
H.M.HOLLOW METAL W/WITH
H.C.HOLLOW CORE WD WOOD
HC HANDICAPPED WP WATERPROOF
HD HIGH DENSITY,W.R.WATER RESISTANT
HD HOLD DOWN
HDW HARDWARE
HR HOUR
HT HEIGHT
HTR HEATER
2
A8
Section Number
Sheet Number
Detail Number
Sheet Number
3
A2
Door symbol - see door schedule
Window symbol - see window schedule
Keynote symbol - see keynotes
Color/material symbol - see color/fin. list
1
P-2
A
8'-0"Ceiling height symbol
10
Sheet Number
Interior Elevation
Number
A5
1
2
3
4
2 x wood stud wall
Concrete wall
Low wall - refer to spot
elevation 0.00' a.f.f.TWS H E E T I N D E X
P R O J E C T S U M M A R Y
G E N E R A L N O T E S
1. All work, including materials and workmanship, shall conform to the requirements of local codes, laws, and ordinances and as specified by all by all governing authorities where applicable.
Reference is to the latest accepted edition or revision. In the event of conflict with code requirements, that code requirement or note which establishes the higher standard shall take precedence.
2. The intention of the Contract Documents is to include all labor and materials, equipment, and transportation necessary for the complete and proper execution of the work.
3. The Contractor shall visit the job site prior to bidding any portion of the work. The Contractor shall verify all dimensions and conditions prior to beginning work. Should any condition arise where the
intent of the drawings is in doubt or where there is a discrepancy between the Contract Documents and the field conditions, or within the Contract Documents, the Contractor shall notify the Architect
immediately for clarification.
4. Dimensions are finished dimensions, from face of gyp to face of gyp or as indicated on drawings, unless noted otherwise.
5. Written dimensions take precedence. Do not scale drawings. Walls not dimensioned are to align with existing walls or be abutted or applied to existing walls per drawings. Doors are not
dimensioned. Refer to door schedule for sizes.
6. Reference to any detail or drawing is for convenience only and does not limit the application of such details or drawings.
7. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the Contractor. The Contractor shall be responsible for the stability of the structure
and provide necessary bracing prior to the application of all shear walls, roof and floor diaphragms, and finish materials. The Contractor shall be responsible for initiating, maintaining, and supervising
all safety precautions and programs in connection with the work.
8. The Structural, Mechanical, Plumbing, and Electrical Drawings, as well as the drawings of other consultants, are supplementary to the Architectural Drawings. It shall be the responsibility of the
General Contractor to check with the Architectural Drawings before the installation of work shown on the drawings of consultants. The Contractor shall bring any discrepancy between the Architectural
Drawings and the drawings of the consulting engineers to the attention of the Architect for clarification. Any work installed in conflict with the Architectural drawings and not brought to the Architect’s
attention shall be corrected by the Contractor at the Contractor’s expense and at no expense to the Owner or Architect.
9. Prior to performance of work, the Contractor shall require each subcontractor to notify the Contractor of any work called out in the drawings for his trade that cannot be fully guaranteed.
10. Contractor shall verify the location and size of all openings with all drawings and manufactured items where applicable.
11. The Contractor shall supervise and direct the Work and be solely responsible for all construction, means, methods, techniques, sequences, and procedures, and for coordinating all portions of the
Work.
12. The Contractor herein agrees to repair or replace any or all work, together with any other adjacent work which may be displaced in connection with such replacement, that may prove to be defective
in workmanship or materials within a period of one year form the date of acceptance, ordinary wear and unusual abuse or neglect excepted.
13. Contractor shall protect all existing structures, landscaping, materials, etc., during construction. Contractor shall patch and repair all surfaces disrupted or damaged during construction to match
existing adjacent surfaces.
14. The Contractor shall on a daily basis keep the premises free form all accumulations of waste material or rubbish caused by his employees, subcontractors, or work, and at the completion of the
work shall remove all rubbish, debris, equipment, and surplus materials from in and about the building and leave the premises “broom clean”.
15. Any deviation from the Construction Documents or specifications by the Contractor or Owner without the Architect’s approval releases the Architect of responsibility and liability in connection with all
work so involved.
16. Clarifications on and/or inconsistencies with the drawings and specifications shall be brought to the attention of the Architect by the Contractor prior to commencement of work. Additional charges
will not be granted based on claims of incomplete, inaccurate, or inconsistent drawings and specifications.
17. The requirements of Title 24 relating to energy conservation are taken into consideration in the design / construction of this project.
18. Licensed civil engineer that prepared the drainage plan shall certify at the completion of the project that the site drainage is in susbstantial compliance with the approved drainage plan.
19. This project requires structural obsversations by design engineer.
20. Owners on adjacent properties that must underpin their buildings due to the proposed excavation shall be notified in writing ten days prior to beginning the excavation. Copies of these notification
letter shall be provided to the city prior to beginning the excavation.
21. All smoke alarms to be interconnected, the activation of one alarm will trigger all the alarms and shall be heard in all bedrooms over background noise levels with all intervening doors closed per
9007.2.10.3
22. These plans shall comply with the 2007 California Codes. CBC, CPC, CMC, CEC and all local City of Newport Beach codes and ordinances shall be adhered to in the construction of this project. It
is the Contractor's responsibility to construct the project as per these codes.
23. The Contractor shall comply with current editions of all applicable codes and ordinances. The Contractor shall obtain all permits necessary to complete the work, including the Building Permit which
the Owner shall pay for prior to the start of the work. Before final acceptance of any part of the work, the Contractor shall furnish the Architect with "Certificates of Inspection"
and "Certificates of Occupancy" stating that the work has been approved by the Building Department.
24. The Contractor shall carry all needed insurance, licenses, fees, permits, taxes as required by law for the duration of the project.
25. The Contractor shall maintain liability insurance to protect himself and indemnify and hold the Owner and the Architect harmless from any and all claims for damages, for personal bodily injury or
death, or property damage during the course of the contract. Fire Insurance shall be maintained by the Owner.
26. The Contractor shall provide sufficent means for protecting existing construction, new construction and materials from damage by other trades, weather, vandals for the course of the project. The
Contractor shall provide all barricades, fences and other items required by local ordinances and codes.
27. All plumbing fixtures, lighting fixtures, door hardware, finishes, hardware and miscellaneous items shall be selected and or approved by the Owner and Architect. "Or approved equal"
means equal approved by the Architect.
28. Field samples and mock-ups shall be prepared at the site by the Contractor. Affected finish work shall not be started until the Architect has accepted as satisfactory the field samples and or mock
up in writing.
29. If the Contractor desires to use any other brand or manufacturer of equal quality, appearance and utility to the product specified, he shall request a substiution to the Architect with specifications
and samples. The Architect will accept or reject the request for substitution and his decision will be final. Unless substitutions are requested as provided herein, deviations from the drawings and
specifiacations will not be permited.
30. The Owner may order extra work or make changes by altering, adding to, or deducting from the work with a formal "Change Order". The contract sum shall be adjusted accordingly. Changes or
alterations shall be approved by the Architect prior to the start of any work.
31. The Architect will in no way be responsible for how the work is performed, safety in, on or about the job site, nor means, methods or timeliness in the performance of the work.
32. The Architect reserves the right to reject any materials and work quality which are not considered to be up to the highest standards of the various trades involved. Such inferior material or work
quality shall be repaired or replaced as directed by the Owner at no additional cost to the Owner.
33. All findings of the Soils Report as prepared by the Geotechnical Engineer are part of these plans.
34. The Contractor shall notify the Architect immediately for direction in the event that any unusual conditions not covered by these plans are encountered during construction.
35. The Contractor shall have a superintendant at the job site whenever any work under this Contract is being performed in order to provide constant supervision.
36. The Contractor shall maintain the job site in a neat and safe condition in accordance with Title 8 of the Construction Safety Orders at all times during the construction period. The Contractor shall on
a weekly basis, clean up, remove and dispose of all debris from the job.
37. The Contractor shall provide and locate all ducts, accces panels and return air grilles as required for the mechanical system. Prior to any mechanical work, the Contractor shall provide the Architect
with drawings of the proposed locations of the above items. The Architect shall approve the drawings and the locations before any work shall begin.
38. All shoring and bracing necessary for construction of the project is the sole responsibility of the Contractor.
39. The Contractor shall submit 2 copies of required shop drawings, cut sheets, materials samples used in the project to the Architect before purchase and delivery to the site. All shop drawings shall
be approved by the Architect. The Architect's approval of such drawings shall not relieve the Contractor of responsibility for errors of any sort pertaining to the shop drawings.
The Architect's approval is merely a review for the limited purpose of checking for conformance with the information given and the design concept expressed in the Contract Documents. The Contractor
is responsible for the adequacy of the performance, dimensions given and the design criteria required by the Contract Documents.
40. All utilities shall be undergrounded to the nearest utility pole or transformer. The Contractor shall be responsible for any damage to underground utility lines. Where utility lines must be maintained
under a building, they must be properly sleeved through foundation walls. Contact DIG ALERT before starting any underground work.
41. This Project shall comply with NPDES, SUSMP, and BMP requirements.
42. Exterior walls shall be approved noncombustible or ignition resistant material, heavy timber, or log wall construction or shall provide protection from the intrusion of flames and embers in
accordance with standard SFM 12-7A-1.
43. Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles ( 107 lux) over the area of the room at a height of 30" above the floor level.
44. Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level on tread runs of not less than 1 foot candle ( 11 lux ).
45. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated in accordance with the International Mechanical Code 1203.4.2.1
COVER SHEET 1 - COLOR RENDERS
COVER SHEET 2 - COLORED ELEVATIONS
TITLE SHEET
EXISTING SURVEY
SITE PLAN
LANDSCAPE / HARDSCAPE PLAN
FLOOR PLANS
FLOOR AREA CALCS.
ROOF PLAN / AREA CALCS.
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
BUILDING SECTIONS
CS-1
CS-2
TS
A-0.0
A-1.0
A-1.1
A-2.0
A-2.1
A-3.0
A-4.0
A-4.1
A-5.0
PROJECT ADDRESS
729 Via Lido Soud
Newport Beach, CA 92663
LEGAL DESCRIPTION
Lot 27, Tract 907, Newport Beach, California, Orange County
Zone: R-1 Single Family Residential
APN: 423-265-09
PROJECT DESCRIPTION
Demo existing S.F.R. and construct a new two story single family residence in the Lido Isle Community Assoc.
CODE ANALYSIS
Code:CBC, CPC, CMC, CEC
Construction Type:V-B SPR
Occupancy R3 / U
AREA CALCULATIONS
PROPOSED AREAS:
Lower Floor 1,132 sf
Upper Floor 1,580 sf
Total Habitable 2,712 sf
Garage 474 sf
Mechanical 53 sf
Total Non-Habitable 527 sf
Total Area (Hab. + Non Hab.)3,239 sf
Upper Level Covered Decks 240 sf
Total Outdoor 240 sf
Lot Area 3,278 sf
Buildable Area ( lot area - required setbacks)2,310 sf
HOA - Max F.A.R. floor area ratio ( B.A. X 1.5) Governs 3,465 sf
City - Max F.A.R. floor area ratio ( B.A. X 2)4,620 sf
Total Area is less than Max allowable F.A.R. = Project complies OK 3,239 < 3,465 sf
HOA HEIGHT LIMIT ( 3:12 Roof Pitch req'd.)
Midpoint of roof plane ( above average curb height 13.16')22'0" ( 35.16')
Roof Ridge ( above average curb height 13.16')24'0" ( 37.16')
Average Curb Height = 13.12' + 13.20' = 26.32' / 2 = 13.16'
Max Roof Height = 13.16' + 24.0' =37.16'
*HOA Height Limit Governs as more restrictive than City
SETBACKS
Front (street side) 4'0"
Rear (water side)10'0"
Side yards ( each )3'0"
1.Fire Sprinklers ( detailed drawings and specs shall be submitted to the Bldg. Dept / NBFD )
R E V I S I O N SDEFERRED SUBMITTALS
OWNER
JOHN AND LAURA ARMOUR
729 Via Lido Soud
Newport Beach, CA 92663
ARCHITECT
GRAHAM ARCHITECTURE
1278 Glenneyre Street, #107
Laguna Beach, CA 92651
(949) 715-2365
BUILDER
GALLO BUILDERS
1105 North Coast Hwy.
Laguna Beach, CA 92651
(949) 715-9874
SURVEYOR
GUIDA SURVEYING
9241 Irivine Blvd. , Suite 100
Irvine, CA 92618
(949) 777-2000
INTERIOR DESIGNER
TIM CLARKE DESIGN
2630 Pico Blvd.
Santa Monica, CA 90405
(310) 452-8374
GEOLOGIST
ROBERT MCCARTHY CONSULTING
23 Corporate Plaza, Suite 150
Newport Beach, CA 92660
(949) 629-2539
STRUCTURAL ENGINEER
T.B.D.
T-24 ENGINEER
T.B.D.
MECHAICAL ENGINEER
T.B.D.
CIVIL ENGINEER
T.B.D.
L I D O H O U S E
7 2 9 V I A L I D O S O U D, N E W P O R T B E A C H, CA
PRELIM INARY HOA SETV - 1.0(Fully sprinklered per NFPA 13D )
CITY HEIGHT LIMIT ELEVATION DETERMINATION
Based on 4 corners of the existing Lower footprint :
Base Flood F.F. Elev.= 10.9' min. (per NAVD88)
Max Bldg. Height Elev. = 13.41' + 29.0' = 42.41' ( for sloped 3:12 Roof )
Max Bldg. Height Elev. = 13.41' + 24.0' = 37.41' ( for Flat Roof )
* HOA Height Limit Governs = 13.16' + 24.0' = 37.16'
EXISTING SITE SLOPE PERCENTAGE DETERMINATION
Max Height Elev. Determination Calc.
CORNER
N.W.
N.E.
S.W.
S.E.
Avg. ( E.) Grade
(E.) Grades at Footprint
Corners in feet
13.13'
13.30'
13.59'
13.63'
13.41'
Lot Slope Calc.
CORNER
( Highest ) S.E.
( Lowest ) N.W.
Distance between
Avg. Lot Slope %
(E.) Grades at Footprint
Corners in feet
13.63'
13.13'
84.42'
.5 %
LOT COVERAGE DETERMINATION
Total Habitable Lower Floor + Garage + Mech = 1,659 sf Footprint
Lower Footprint / Buildable Area = 1,659 sf / 2,310 sf = 71.8 %
MINIMUM OPEN SPACE VOLUME DETERMINATION
15% X Buildable Lot Area ( 2,310 sf ) = 346.5 sf minimum
Lower Floor Open Volumes = 456.7 sf
Upper Floor Open Volumes = 396.9 sf
TOTAL Open Volumes = 853.6 sf
854 sf > 347 sf = OK
10.15.21
SITE
TITLE SHEET
PRECISE GRADING PLAN
SECTIONS + DETAILS
EROSION CONTROL PLAN
LIFT STATION DETAILS
C-1
C-2
C-3
C-4
C-5
PA2022-001
1
2
3
5
6
7
4
2
4
6
7
55
1
3
Legend
Surveyor's Statement NEWPORT BEACH, CALIFORNIA 729 VIA LIDO SOUD9241 IRVINE BLVD, SUITE 100(949) 777-2000 FAX (949) 777-2050IRVINE, CALIFORNIA 92618EMAIL: GSICORP @ GUIDASURVEYING.COMGUIDA SURVEYING INC.REVISIONSBasis of Bearings:
Date of Survey
Benchmark Note:
(172.22)
Monument Notes:
References:
AT RFEO OCALIFFP.L.S. 7542PRO
S
T MITESSIO N A L L AND
V
EONIAF
.SYT TEOH
I
GSU
R
RYTPROPERTY CORNER SPOT ELEVATIONS
A-0.0
EXISTING SURVEY
EXISTING SURVEY
PA2022-001
N68°52'44"W
35.00'
Date No Description
DATE:
A-1.0
SITE PLAN
graham architecture expressly reserves its common law
copyright and other property rights in these drawings.
these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the
expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/8" = 1'-0"
N
10.15.21
SITE PLAN
E
T
TVGW
S
GGW
EXISTING
RESIDENCE
SCO
SCOLOT 28
(5.69)
(13.57)
(6.62)
(4.36)
(3.39)
(3.19)
(5.21)
(6.89)
SANDSAND
NATURAL GROUND
NATURAL GROUND
(13.43)(13.50)(13.42)(13.37)
(13.31)
R.S.B. 255/18
(12.90')(12.97) TC(12.52) FL(12.61) LIP (12.66) TC(12.51) FL (13.04) TC(12.59) FL(12.63) LIP (13.12) TC(13.16) WALL
(13.15) EOC
(13.20) TC (13.19) TC(12.72) FL(12.79) LIP (12.83) TC(12.73) FL (12.84) TC(12.73) FL (13.19) TC(12.72) FL(12.78) LIP (13.34) EMH (13.33) TMH CCCC(00.00)
SSMH (13.51) RIM
10" (2.41) IN
(12.75) TC (13.17) BLDC
(20.06) WIND
(20.04) WIND
(19.82) BLDC
(13.49) WALL
(13.64) WALL
(9.06) DECK
(7.25) DECK
(9.06) STRS
(9.09) DECK
(9.10) DECK
(13.26) EOC
(13.25) EOC
(19.37) BLDC
(13.42) WALL
(13.53) WALL STAIRS
N70°14'26"W 317.33'22.50'22.50'RADBER22.50'30.00'
5' (E.) BLOCK WALL
5' (E.) BLOCK WALL
SFN
260.89'BER 44.30'
RAD
BER
20.70'84.48'
35.00'
VIA LIDO SOUD
CL
BASIS OF BEARINGS
21.5'21.4' (6.94)DDDD(00.00)(13.70) WALL SFN
SFN
SEA WALL
(13.41')
(13.12')(13.21)TRACT NO. 907
M.M. 28/25-36
LOT 29
LOT 25
BOAT DOCK100.00'
RADBER 30.00'N19°45'34"EN19°45'34"E C O N T R O L P O IN T
1 3 .2 7 '
FND GEAR SPK/WASHER LS4653 FLUSH
13.55'11060
FND NAIL AND TAG ILL FLUSH
13.07'11101
DASHED YELLOW LANE LINE
13.43'12000
LIP12.78'12001
FL 12.72'12002
TC13.19'12003TC12.84'12004FL 12.73'12005
SEWER MANHOLE 13.51'12037
LIP12.61'12074
FL 12.51'12075
TC12.66'12076
TC12.97'12077FL 12.52'12078
DASHED YELLOW LANE LINE
13.31'12269
35.01'94.06'93.23'(13.45')
6' (E.) BLOCK WALL
6' (N.) BLOCK WALL
SHOWN DASHED
NEWPORT CHANNELelec..
5' ht.
Gate
SHWR.
GARAGE
COV. ENTRY
UP COURTYARD 6' ht. Pivot Gatecanopy edge
2 CAR (20' X 20')
P.L.
P.L.
3'-0"
setback 4'-0"setback10'-0"setbackF.S. 13.38'
F.S. 13.38'
F.S. 13.34'
conc.
DRIVEWAYbasalt pavers
conc.
setback
F.S. 13.6'
F.S. 13.35'
conc.conc.conc.
F.L. 12.73'
F.S. 13.22'F.S. 13.38'F.S. 13.22'F.S. 13.22'F.S. 13.68'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.68'
F.S. 13.68'
REAR TERRACEstone
LOWER FOOTPRINTF.F. 13.68'
stone
setback
1,659 SF
F.S. 13.34'slopeP.A.
P.A.
3'-4"5" THICK CONC.
FLATWORK
TOP CAST FINISH / SAW CUT JOINTS
slopeN70°14'26"W 35.00'
LOT 27
PODOCARPUS GRACILIOR HEDGE
24" BOX - MAINTAINED AT 6' HT.
PODOCARPUS GRACILIOR HEDGE
24" BOX - MAINTAINED AT 6' HT.
COURTYARDF.S. 13.68'stone
ENTRYF.F. 13.68'MECH.EXISTING
PROTECT IN PLACE
EXISTING
PROTECT IN PLACE
conc.
40" WIDE FIRE ACCESS PATH
CONC. FLATWORK
3'-4"
F.S. 13.6'
P.L.
P.L.
P.L.
EXISTING
RESIDENCE
LOT 26
TOTAL LANDSCAPE AREA = 227 SF < 500 SF MAX ALLOW. - does not req. W.E.L.O.
3,278 SF LOT AREA
2,310 SF BUILDABLE AREA
MAX SF = BUILDABLE AREA X 1.5 = 3,465 SF
LOWER PLAN = 1,659 SF ( inc. Garage / Mech. )
UPPER PLAN = 1,580 SF
TOTAL AREA = 3,239 SF ( Less than 3,465 SF )
TOTAL BALCONY AREA = 240 SF
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
3'-0"
AVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet
MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet
* THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B.
* PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION
HOA MAX ROOF HEIGHT CALC.PRELIM INARY HO A SETV - 1.0NW PROPERTY CORNER 13.12'
NE PROPERTY CORNER 12.90'
SE PROPERTY CORNER 13.45'
SW PROPERTY CORNER 13.41'
PROPERTY CORNER SPOT ELEVATIONS
5'-0" TALL ( E.) BLOCK WALL
3'-10" TALL ( E.) BLOCK WALL
5'-0" TALL ( E.) BLOCK WALL
3'-10" TALL ( E.) BLOCK WALL
(E.) BLOCK SITE
WALL TO
REMAIN
W/ SMOOTH
STUCCO FINISH
PA2022-001
Date No Description
DATE:
A-1.1
LANDSCAPE- HARDSCAPE
PLAN
graham architecture expressly reserves its common law
copyright and other property rights in these drawings.
these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/4" = 1'-0"400 amp.ELEC.VIA LIDO SOUD
NEWPORT CHANNEL
35.01'
.
5' ht.
Gate
SHWR.
GARAGE
COV. ENTRY
UP
COURTYARD
LANDSCAPE - HARDSCAPE PLAN6' ht. Pivot GateN
canopy edge
2 CAR (20' X 20')2'-0"canopy edge
P.L.
setback
P.L.
P.L.
P.L.3'-0"
setback 4'-0"setback10'-0"setbackF.F. 13.68'
F.S. 13.38'
F.S. 13.38'
cont. slot draincont. slot drain 2 % slope2 % slopeF.F. 13.68'
F.S. 13.34'
stone
epoxy
conc.
DRIVEWAYbasalt pavers
conc.
setback
F.S. 13.6'
F.S. 13.35'
stonestone
conc.
E.G. 6.89'
(sand)
DOCKexisting to
remain
STAIRSexisting to
remain
conc.
conc.
F.L. 12.73'
asphalt
COURTYARDF.S. 13.68'stone
conc.
F.S. 13.22'
F.S. 13.38'F.S. 13.22'conc.
F.S. 13.22'
F.S. 13.6'woodLOT 28
F.S. 13.68'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.6'
F.S. 13.68'
F.S. 13.68'
REAR TERRACEstone
LOWER FOOTPRINT
F.F. 13.68'
stone
3'-0"
setback93.23'94.06'EXISTING RESIDENCE
NEW 6' HIGH BLOCK SITE WALLW/ SMOOTH STUCCO FINISH(E.) 5' HT. BLOCK SITE WALL TO REMAIN
W/ SMOOTH STUCCO FINISH
(E.) 6' HIGH BLOCK SITE WALL TO
REMAIN W/ SMOOTH STUCCO FINISH
(E.) 6' HIGH BLOCK SITE WALL TO
REMAIN W/ SMOOTH STUCCO FINISH
1,661 SF
35.0'
F.S. 13.34'
6" x 6" FLAMED BASALT PAVERS 6" x 6" FLAMED BASALT PAVERS
slopeP.A.
P.A.
3'-4"
FIRE ACCESS
PATH
(E.) 5' HIGH BLOCK SITE WALL TO
REMAIN W/ SMOOTH STUCCO FINISH
(E.) 5' HIGH BLOCK SITE WALL TO
REMAIN W/ SMOOTH STUCCO FINISH
5" THICK CONC. FLATWORK
TOP CAST FINISH / SAW CUT JOINTS
(N.) 5" THICK CONC. FLATWORK
TOP CAST FINISH / SAW CUT JOINTS
2' X 4' LIMESTONE TILE
EXISTING DOCK-
PROTECT IN PLACE
(E.) BLOCK SITE WALL TO REMAIN
W/ SMOOTH STUCCO FINISH BEACH PEBBLES AT GAPS - TYP.CAST IN PLACE CONC. PADS 5" THICK-
TOP CAST FINISH
PODOCARPUS GRACILIOR HEDGE24" BOX - MAINTAINED AT 6' HT.
PODOCARPUS GRACILIOR HEDGE
24" BOX - MAINTAINED AT 6' HT.
2' X 4' LIMESTONE TILE ON
5" THICK CONC. FLAT WORK
slopeLOT 26EXISTING RESIDENCE
2' X 4' LIMESTONE TILE
TOTAL LANDSCAPE AREA = 227 SF < 500 SF MAX ALLOW. - does not req. W.E.L.O.
3,278 SF LOT AREA
2,310 SF BUILDABLE AREA
MAX SF = BUILDABLE AREA X 1.5 = 3,465 SF
LOWER PLAN = 1,659 SF ( inc. Garage / Mech. )
UPPER PLAN = 1,580 SF
TOTAL AREA = 3,239 SF ( Less than 3,465 SF )
TOTAL BALCONY AREA = 240 SF
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
PRELIM INARY HOA SETV - 1.010.15.21
PA2022-001
Date No Description
DATE:
A-2.0
FLOOR PLANS
graham architecture expressly reserves its common law
copyright and other property rights in these drawings.
these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/4" = 1'-0"
City N.B. 20.30.110
(4A i and iii)
awning / canopy
project max allow
UPPER PLAN
Tub. /Shwr.
Shwr.
HALL
BATH 2 BATH 3
BALC.
PRIMARY
BEDROOM 1
COURTYARD BELOW
STREET BALC.CLOSET CAB.LAUNDRY
W/D
stack hangingSTAIR
DN.
ELEV.
Shwr.CLOSET CAB.high windowshigh windows KIDS ROOM
high windowshigh windowDESKhigh windowhigh windowFull Ht.
cab.
ART WALL
high windowsNEWPORT CHANNEL
VIA LIDO SOUD
Mech.chaseglass guardrail
canopy + roof edge
roof edgeroof edge
roof edgeP.L.
TV LIFTTV belowFull Ht. Bookcase
BUNK BEDS upper cab.benchclg. vault aboveART WALL
BEDROOM 2 BEDROOM 3
clg. pop up above clg. pop up above
canopy edge
setback
P.L.
P.L.
P.L.
3'-0"
setback 4'-0"setback10'-0"setback2'-6"2'-0"2'-0"2'-0"2'-0"
2'-0"
City N.B. 20.30.110
(4A i and iii)
awning / canopy
project max allow
stone
F.S. 24.52'
PRIMARY FOYERwood
F.F. 24.6'wood
F.F. 24.6'woodF.F. 24.6'wood
F.F. 24.6'wood
stonestonewoodstone
stone
F.F. 24.6'wood F.F. 24.6'wood
F.S. 24.52'F.S. 24.52'
stone
skylight abv.skylight abv.skylight abv.skylight abv.35.01'
BATH 1 high windowhigh windowsShwr.
glass guardrail
canopy + roof edge
3'-0"
setback
2'-0"
setback
roof edgestone
stone skylight abv.WICskylight abv.W.C.stone
LINEN
cab.
stone
KIDS
BATHstone skylight abv.2
A5.0
1
A5.0
3
A5.0
VIA LIDO SOUD
NEWPORT CHANNEL
35.01'
3,278 SF LOT AREA
2,310 SF BUILDABLE AREA
36" ref.
.
2 HVAC
stack
ELEV.
5' ht.
Gate
KITCHEN
LIVING
POWDER
WET BARREAR TERRACEART WALLENTRY
PANTRY
SHWR.planting areaplanting areaW.H.
F.P.
30"
Sub
Zero
ICE
24" Sub
Zero
24" Sub
ZeroWINE DISPLAYGARAGE
STOR. CABS.STOR. CABS.STAIR
COV. ENTRY
UP
ART WALLMAX SF = BUILDABLE AREA X 1.5 = 3,465 SF
LOWER PLAN = 1,659 SF ( inc. Garage / Mech. )
UPPER PLAN = 1,580 SF
TOTAL AREA = 3,239 SF ( Less than 3,465 SF )
TOTAL BALCONY AREA = 240 SF
LOWER PLAN6' ht. Pivot GateN
DWD.W.
canopy edge
DW24" ref.
drawersDINING
30"
Sub
Zero
DUCT
CHASE Low Bench30" AV
rack STOR. CAB.mail slottrash
Micro
H2O
sys.TV aboveupper cab.planting area2 CAR (20' X 20')planting area400 amp.ELEC.2'-0"2'-0"canopy edge
P.L.
setback
P.L.
P.L.
P.L.3'-0"
setback 4'-0"setback3'-0"
setback
10'-0"setback2'-6"F.F. 13.68'
F.S. 13.38'
F.S. 13.38'
work bench
cont. slot draincont. slot drain 2 % slope2 % slopeF.F. 13.68'
F.F. 13.68'
F.F. 13.68'
F.S. 13.34'
stone
epoxy
conc.
DRIVEWAYbasalt pavers
conc.
stone
stone
stone
stone
stone
City N.B. 20.30.110
(4A i and iii)
awning / canopy
project max allow
setback
F.S. 13.6'
F.S. 13.35'
stonestone
conc.
E.G. 6.89'
(sand)
DOCKexisting to
remain
STAIRSexisting to
remain
conc.
conc.
City N.B. 20.30.110
(4A i and iii) awning / canopy project max allow F.L. 12.73'
asphalt
conc.
F.S. 13.22'
F.S. 13.38'F.S. 13.22'conc.
F.S. 13.22'
F.F. 13.68'stone
F.S. 13.6'
stone
woodF.S. 13.34'
F.S. 13.68'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.6'
F.S. 13.68'
F.S. 13.68'
3'-0"planting area2
1
A5.0
A5.0
clg. pop up above3
A5.0
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
26'-5"
28'-10"3'-1"3'-1"
13'-5 1/2"5'-0 1/2"16'-3"3'-0"31'-7 1/2"13'-5 1/2"10'-9 1/2"2'-0"2'-0"23'-4"26'-5"
28'-10"3'-1"3'-1"5'-0 1/2"3'-0"71'-2 1/2"2'-0"2'-0"9'-11 1/2"COURTYARDF.S. 13.68'stone
21'-1 1/2"4'-0"9'-10 1/2"
13'-9"22'-5 1/2"28'-2"16'-0"10'-1 1/2"7'-4"
4'-0"4'-0"2'-0"2'-0"2'-0 1/2"11'-3"27'-0"76'-9"2'-0"2'-0"2'-0 1/2"10'-5"40" clear
FIRE ACCESS
travel path
PRELIM INARY HOA SETV - 1.010.15.21
PA2022-001
13'-9"22'-5 1/2"Date No Description
DATE:
FLOOR AREA CALCS.
graham architecture expressly reserves its common law
copyright and other property rights in these drawings.
these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/4" = 1'-0"
A-2.1
UPPER PLAN AREA
BALC.
COURTYARD BELOW
STREET BALC.
STAIR
ELEV.high windowsglass guardrail
canopy + roof edge
roof edgeroof edgeroof edgeP.L.
canopy edge
setback
P.L.
P.L.
P.L.
glass guardrail
canopy + roof edge
setback
roof edge3,278 SF LOT AREA
2,310 SF BUILDABLE AREA
.
ELEV.
REAR TERRACE
F.P.
30"
Sub
Zero STOR. CABS.STOR. CABS.STAIR
COV. ENTRY
MAX SF = BUILDABLE AREA X 1.5 = 3,465 SF
LOWER PLAN = 1,659 SF ( inc. Garage / Mech. )
UPPER PLAN = 1,580 SF
TOTAL AREA = 3,239 SF ( Less than 3,465 SF )
TOTAL BALCONY AREA = 240 SF
LOWER PLAN AREA
N
DWD.W.
canopy edge
30"
Sub
Zero
DUCT
CHASE
trash
canopy edge
P.L.
setback
P.L.
P.L.
P.L.
DRIVEWAY
setback
DOCK
STAIRS
COURTYARD
GARAGE
MECH.
474.4 S.F.
3'-8 1/2"14'-2"5'-10 1/2"21.8 S.F.
52.5 S.F.
3.2 S.F.
760.5 S.F.
22.6 S.F.
249.3 S.F.
74.2 S.F.
.3 S.F.
21'-1 1/2"6'-1"28'-2"22'-5 1/2"27'-0"7'-0"5 1/2"28'-2"16'-0"9'-6 1/2"10'-1 1/2"7"7'-4"
6 1/2"
LEGEND - LOWER LEVEL
HABITABLE AREA
MECH. AREA
GARAGE AREA
BALC. AREA
474.4 SF
0 SF
52.5 SF
1,132 SF
LEGEND - UPPER LEVEL
HABITABLE AREA
MECH. AREA
GARAGE AREA
BALC. AREA
0 SF
240 SF
0 SF
1,580 SF setbacksetbacksetbacksetback210.6 S.F.
616.3 S.F.
145.4 S.F.
-24.5 S.F.
-38.6 S.F.
-19.1 S.F.
835.4 S.F.
86.5 S.F.
4.0 S.F.4.0 S.F.
12'-11 1/2"13'-5 1/2"5'-0 1/2"23'-4"16'-3"3'-0"31'-7 1/2"5'-0 1/2"23'-4"16'-3"3'-0"31'-7 1/2"5'-3"4'-8"4'-4"4'-0 1/2"4'-5"4'-7 1/2"13'-5 1/2"
26'-5"
28'-10"
26'-5"
28'-10"2'-0"2'-0"2'-0"2'-0"2'-0 1/2"4'-0"4'-0"
4'-0"9'-10 1/2"2'-0"2'-0"2'-0 1/2"10'-5"11'-3"9'-11 1/2"3'-1"3'-1"10'-9 1/2"3'-1"3'-1"2'-0"2'-0"GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
PRELIM INARY HOA SETV - 1.010.15.21
PA2022-001
Date No Description
DATE:
A-3.0
ROOF PLAN / AREAS
graham architecture expressly reserves its common law
copyright and other property rights in these drawings.
these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/4" = 1'-0"
N
ROOF PLAN AREA
P.L.
P.L.
P.L.
P.L.
roof edge
setback
wall below
roof edge
setback
wall belowroof edgeroof edgeroof edgeVIA LIDO SOUD
CHARCOAL GREY
GRAVEL BALLAST
ON FLAT ROOF COURTYARD BELOW
roof edge
wall below
26'-5"31'-8"26'-5"23'-4"2'-3"2'-3"11'-9"36 S.F.
36 S.F.
152 S.F.
TOTAL ROOF AREA = 1,662 SF ( not inc. eaves)
HIP ROOFS = 1,438 SF
12'-11 1/2"
FLAT ROOFS = 224 SF ( does not exceed 25% max allow = 415 SF)
NEWPORT CHANNEL
ROOF PLAN
flat glass skylight
P.L.
P.L.
P.L.
P.L.
3'-0"
setback 4'-0"3'-0"
setback
10'-0"setback2'-0"2'-0"
2'-0"2'-0"2'-6"City N.B. 20.30.110 (3A )
(roof project max allow )setback2'-0"City N.B. 20.30.110 (3A )
(roof project max allow )
3:12 slope 3:12 slope
3:12 slope 3:12 slope
RIDGE37.16' Max Ht. Limit ( 24' ) HOARIDGE37.16' Max Ht. Limit ( 24' ) HOA3:12 slope3:12 slope3:12 slope3:12 sloperoof edge
setback
wall below
roof edge
setback
wall belowroof edgeroof edgeroof edgeVIA LIDO SOUD
CHARCOAL GREY
SLATE TILE - TYP.
ON HIP ROOFS
CHARCOAL GREY SLATE TILE - TYP.
ON HIP ROOFS
CHARCOAL GREY
GRAVEL BALLASTON FLAT ROOF
COURTYARD BELOW
roof edge
wall below
flat glass skylightflat glass skylightflat glass skylight
flat glass skylight
12"
typ.
12"
typ.
CHARCOAL GREY SLATE TILE - TYP.
ON HIP ROOFS
COPPER METAL " KNIFE EDGE "
WITH BUILT IN GUTTER - TYP.
CHARCOAL GREY
SLATE TILE - TYP.
ON HIP ROOFS
COPPER METAL " KNIFE EDGE "
WITH BUILT IN GUTTER - TYP.6"6"flat glass skylight
2
1
A5.0
A5.0
flat glass skylight3
A5.0
829 S.F.
609 S.F.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
37.16' TRAVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet
MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet
* THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B.
* PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION
HOA MAX ROOF HEIGHT CALC.37.16' TRPRELIM INARY HOA SETV - 1.010.15.21
PA2022-001
Date No Description
DATE:
SCALE:1/4" = 1'-0"
EXTERIOR ELEVATIONS
graham architecture expressly reserves its common law
copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the
expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663A-4.0WEST ELEV.
F.F. 13.68' House
F.F. 24.6'
F.S. 13.38' Garage
CHARCOAL GREY
SLATE TILE
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS / WINDOWS
4'-0"P.L.P.L.S.B.S.B.E.G. 6.89' sand beach
10'-0"
setback setback
F.F. 13.68' House
F.F. 24.68'9'-5"plate1'-6"8'-4"plate400
amp.
elecBRZ. MAIL
SLOT
5' HT. CEDAR
WD. GATE - STAIN
MECH. DOORS CEDAR
WD. LOUVERS - STAIN
3 : 123 : 12 3 : 123 : 12
SMOOTH STUCCO WITH
INTEGRAL COLOR
FLAT GLASS
SKYLIGHT
STREET
BALC.
37.16' Max Ht. Limit ( 24' ) HOA
35.16' Avg. Ht. roof midpoint ( 22' )
37.16' Max Ht. Limit ( 24' ) HOA
35.16' Avg. Ht. roof midpoint ( 22' )
2'-0"
min.
BOARD FORMED
CONCRETE - TINTED
CREAM
42" HIGH STEEL
GUARDRAIL PAINTED
MEDIUM BRONZE WITH
CLEAR GLASS
ALUMINUM CLAD
FASCIA WITH MEDIUM
BRONZE FINISH
BOARD FORMED
CONCRETE - TINTED
CREAM
42" HIGH STEEL
GUARDRAIL PAINTED
MEDIUM BRONZE WITH
CLEAR GLASS
ALUMINUM CLAD
FASCIA WITH MEDIUM
BRONZE FINISH
SMOOTH STUCCO WITH
INTEGRAL COLOR
CHARCOAL GREY
SLATE TILE
ALUMINUM CLAD
FASCIA WITH MEDIUM
BRONZE FINISH
COPPER METAL " KNIFE EDGE " +
FASCIA
COPPER METAL " KNIFE EDGE " +
FASCIA
allowable canopy
projection City N.B.
allowable canopy
projection City N.B.
ALUM. METAL COL. COVER TO
MATCH DOORS / WINDOWS
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS / WINDOWS
24'-0"13.16'
HOA avg. curb ht.24'-0"13.16'
HOA avg. curb ht.
VIA LIDO SOUD 42" HIGH STEEL
GUARDRAIL PAINTED
MEDIUM BRONZE WITH
CLEAR GLASS
BALC.
AVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet
MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet
* THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B.
* PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION
HOA MAX ROOF HEIGHT CALC.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
3 : 12
2'-0"
F.F. 13.68' House
F.F. 24.6'
35'-0"
3'-0"3'-0"
2'-0"9'-5"S.B.P.L.8'-4"3 : 12
12"12"plateplateF.S. 13.38' Garage
O P E N
BOARD FORMED
CONCRETE - TINTED CREAM
5' HIGH SMOOTH STUCCO
WALL WITH INTEGRAL COLOR6' HIGH SMOOTH STUCCO
WALL WITH INTEGRAL
COLOR
CEDAR WOOD GARAGE DOOR
W/ITH VERTICAL SLATS -STAIN GRADE
CHARCOAL GREY
SLATE TILE
SMOOTH STUCCO WITH
INTEGRAL COLOR
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS / WINDOWS
COPPER METAL " KNIFE EDGE " +
FASCIA
42" HIGH STEEL
GUARDRAIL PAINTED
MEDIUM BRONZE WITH
CLEAR GLASS
ALUMINUM CLAD
FASCIA WITH MEDIUM
BRONZE FINISH
CEDAR WOOD GATE
BEYOND- STAIN GRADE
F.F. 13.68' House
F.F. 24.6'S.B.P.L.1'-6"37.41' Max Ht. Limit - CITY
24'-0"37.16' Max Ht. Limit ( 24' ) HOA
13.16'
HOA avg. curb ht.
35.16' Avg. Ht. roof midpoint ( 22' )
NORTH ELEV. - STREET PRELIM INARY HOA SETV - 1.010.15.21
PA2022-001
Date No Description
DATE:
EXTERIOR ELEVATIONS
graham architecture expressly reserves its common law
copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the
expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663A-4.1
SCALE:1/4" = 1'-0"
AVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet
MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet
* THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B.
* PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION
HOA MAX ROOF HEIGHT CALC.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
3 : 12
2'-0"
F.F. 13.68' House
F.F. 24.6'
35'-0"
3'-0"3'-0"
2'-0"9'-5"P.L.8'-4"3 : 12
12"12"plateplateBOARD FORMED
CONCRETE - TINTED
CREAM
CHARCOAL GREY
SLATE TILE
SMOOTH STUCCO WITH
INTEGRAL COLOR
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS / WINDOWS
COPPER METAL " KNIFE EDGE " +
FASCIA
42" HIGH STEEL
GUARDRAIL PAINTED
MEDIUM BRONZE WITH
CLEAR GLASS
ALUMINUM CLAD
FASCIA WITH MEDIUM
BRONZE FINISH
F.F. 13.68' House
F.F. 24.6'S.B.P.L.1'-6"37.41' Max Ht. Limit - CITY
24'-0"37.16' Max Ht. Limit ( 24' ) HOA
13.16'
HOA avg. curb ht.
35.16' Avg. Ht. roof midpoint ( 22' )
ALUM. METAL COL. COVER TO
MATCH DOORS / WINDOWS
S.B.FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS - multi slide
SOUTH ELEV. - WATER
F.F. 13.68' House
F.F. 24.6'
F.S. 13.38' Garage
CHARCOAL GREY
SLATE TILE
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS / WINDOWS
4'-0"P.L.P.L.S.B.S.B.E.G. 6.89' sand beach
10'-0"
setbacksetback
F.F. 13.68' House
F.F. 24.68'9'-5"plate1'-6"8'-4"plate6' HT. BRONZE
PIVOT GATE
3 : 12 3 : 123 : 12 3 : 12
SMOOTH STUCCO WITH
INTEGRAL COLOR
FLAT GLASS
SKYLIGHT
STREET
BALC.
37.16' Max Ht. Limit ( 24' ) HOA
35.16' Avg. Ht. roof midpoint ( 22' )
37.16' Max Ht. Limit ( 24' ) HOA
35.16' Avg. Ht. roof midpoint ( 22' )
2'-0"
min.
BOARD FORMED
CONCRETE - TINTED
CREAM
42" HIGH STEEL
GUARDRAIL PAINTED MEDIUM BRONZE WITH
CLEAR GLASS
ALUMINUM CLAD
FASCIA WITH MEDIUM
BRONZE FINISH
BOARD FORMED
CONCRETE - TINTED
CREAM
42" HIGH STEEL
GUARDRAIL PAINTED MEDIUM BRONZE WITH
CLEAR GLASS
ALUMINUM CLAD
FASCIA WITH MEDIUM
BRONZE FINISH
SMOOTH STUCCO WITH
INTEGRAL COLOR
CHARCOAL GREY
SLATE TILE
ALUMINUM CLAD
FASCIA WITH MEDIUM
BRONZE FINISH
COPPER METAL " KNIFE EDGE " +
FASCIA
COPPER METAL " KNIFE EDGE " +
FASCIA
allowable canopy projection City N.B.allowable canopy projection City N.B.
ALUM. METAL COL. COVER TO
MATCH DOORS / WINDOWS
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS / WINDOWS
24'-0"13.16'
HOA avg. curb ht.24'-0"13.16'
HOA avg. curb ht.
VIA LIDO SOUD42" HIGH STEEL
GUARDRAIL PAINTED
MEDIUM BRONZE WITH
CLEAR GLASS
CEDAR WOOD VERTICALSLATS -STAIN GRADE
SMOOTH STUCCO WITH
INTEGRAL COLOR
BOARD FORMED
CONCRETE - TINTED
CREAM
COURTYARD
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS / WINDOWS
Vent
ALUM. CLAD FASCIA - MEDIUM BRZ. FIN.
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS / WINDOWS
BALC.
EAST ELEV. PRELIM INARY HOA SETV - 1.010.15.21
PA2022-001
SMOOTH STUCCO WITH
INTEGRAL COLOR
3 : 12
2'-0"
F.F. 13.68' House
F.F. 24.6'
35'-0"
3'-0"3'-0"
2'-0"9'-5"P.L.8'-4"3 : 12
12"12"plateplateBOARD FORMED
CONCRETE - TINTED
CREAM
CHARCOAL GREY
SLATE TILE
COPPER METAL
" KNIFE EDGE "
FASCIA
F.F. 13.68' House
F.F. 24.6'S.B.P.L.1'-6"37.41' Max Ht. Limit - CITY
S.B.POWDER
FLEETWOOD MEDIUM BRONZE
ALUMINUM DOORS - multi slide
HALL KIDS BATH
COURTYARD
ENTRY24'-0"37.16' Max Ht. Limit ( 24' ) HOA
13.16'
HOA avg. curb ht.
35.16' Avg. Ht. roof midpoint ( 22' )
Date No Description
DATE:
SCALE:1/4" = 1'-0"
BUILDING SECTIONS
graham architecture expressly reserves its common law
copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or
copied in any form or manner whatsoever nor are they to
be assigned to any third party without first obtaining the
expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663A-5.0
SECTION 3
SECTION 2 SECTION 1
3 : 12
2'-0"
LIVING
PRIMARY
BEDROOM
F.F. 13.68'
F.F. 24.6'24'-0"35'-0"
3'-0"3'-0"
2'-0"S.Y.S.B.S.Y.S.B.P.L.P.L.3 : 12
12"12"
w o o d b e a m s
2'-0"4'-0"4'-0"8'-4"1'-6"9'-5"wood beams
10'-5 1/2"plate ht.plate ht.11'-2"37.16' Max Ht. Limit ( 24' ) HOA
13.16'
HOA avg. curb ht.
35.16' Avg. Ht. roof midpoint ( 22' )
37.41' Max Ht. Limit - CITY
24'-0"13.41' established grade - CITY
KITCHEN
BATH 1O P E N
SMOOTH STUCCO WITH
INTEGRAL COLOR
3 : 12
2'-0"
F.F. 13.68' House
F.F. 24.6'
35'-0"
3'-0"3'-0"
2'-0"9'-5"P.L.8'-4"3 : 12
12"12"plateplateCOPPER METAL
" KNIFE EDGE "
FASCIA
F.F. 13.68' House
F.F. 24.6'S.B.P.L.1'-6"37.41' Max Ht. Limit - CITY
S.B.FLEETWOOD MEDIUM BRONZE
ALUMINUM WINDOWS
HALLKIDS ROOM
COURTYARD
ENTRY 24'-0"37.16' Max Ht. Limit ( 24' ) HOA
13.16'
HOA avg. curb ht.
35.16' Avg. Ht. roof midpoint ( 22' )
DUCT
CHASE
elec. panel6' HT. CEDAR WOOD
GATE BEYOND-
STAIN GRADE
ALUM. CLAD FASCIA -
MEDIUM BRZ. FIN.
O P E N
CHARCOAL GREY
SLATE TILE
SKYLIGHT
AVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet
MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet
* THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B
* PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION.
HOA MAX ROOF HEIGHT CALC.
GRAHAM
a r c h i t e c t u r e
TEL: 949.715.2365
E: carlton@grahamarchitecture.com
Laguna Beach, CA 92651
1278 Glenneyre St. # 107
PRELIM INARY HOA SETV - 1.010.15.21
PA2022-001
PRECISE GRADING PLAN
FOR
LOT 27
LIDO HOUSE
729 VIA LIDO SOUD, NEWPORT BEACH, CALIFORNIA
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4 R E V I S I O N SLIDO HOUSETITLE SHEETLOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663LAND STRATEGIES, LLCA B
C D HGFEABPA2022-001
1
:
35.00'
ET
TVGW
S
GGW
EXISTING
RESIDENCE
SCO
SCOLOT 28
(5.69)
(13.57)
(6.62)
(4.36)
(3.39)
(3.19)
(5.21)
(6.89)
SANDSAND
NATURAL GROUND
NATURAL GROUND
(13.43)(13.50)(13.42)(13.37)(13.31)
(12.90')(12.97) TC(12.52) FL(12.61) LIP(12.66) TC(12.51) FL(13.04) TC(12.59) FL(12.63) LIP(13.12) TC(13.16) WALL
(13.15) EOC (13.20) TC(13.19) TC(12.72) FL(12.79) LIP(12.83) TC(12.73) FL(12.84) TC(12.73) FL(13.19) TC(12.72) FL(12.78) LIP(13.34) EMH(13.33) TMH10" (2.11) OUT
SSMH (13.51) RIM
10" (2.41) IN
(12.75) TC(13.17) BLDC
(20.06) WIND
(20.04) WIND
(19.82) BLDC (13.49) WALL(13.64) WALL(9.06) DECK
(7.25) DECK
(9.06) STRS
(9.09) DECK
(9.10) DECK
(13.26) EOC
(13.25) EOC
(19.37) BLDC
(13.42) WALL
(13.53) WALLSTAIRS
1
:317.33'22.50'22.50'RADBER22.50'30.00'
5' (E.) BLOCK WALL
5' (E.) BLOCK WALL
SFN
2
60.89'BER 44.30'RAD
BER
20.70'
35.00'
VIA LIDO SOUD
CL
BASIS OF BEARINGS
21.5'21.4'(6.94) (13.70) WALLSFN
SFN
SEA WALL
(13.41')
(13.12')(13.21)LOT 29
BOAT DOCK100.00'
RADBER30.00'1
(1
(35.01'94.06'93.23'(13.45')
6' (E.) BLOCK WALL
6' (N.) BLOCK WALL
SHOWN DASHED
NEWPORT CHANNELelec..
5' ht.Gate
SHWR.
GARAGE
COV. ENTRY
UP
COURTYARD6' ht. PivotGatecanopy edge
2 CAR (20' X 20')
P.L.
P.L.
3'-0"setback 4'-0"setback10'-0"setbackF.S. 13.38'
F.S. 13.38'
F.S. 13.34'
conc.
DRIVEWAYbasalt pavers
conc.
setback
F.S. 13.6'
F.S. 13.35'
conc.conc.conc.
F.L. 12.73'
F.S. 13.22'F.S. 13.38'F.S. 13.22'F.S. 13.22'F.S. 13.68'
F.S. 13.34'
F.S. 13.34'
F.S.13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.68'
F.S. 13.68'
REAR TERRACEstone
LOWER FOOTPRINT
F.F. 13.68'stone
setback
1,659 SF
F.S. 13.34'slopeP.A.
P.A.
3'-4"5" THICK CONC.FLATWORKTOP CAST FINISH /
SAW CUT JOINTS
slope1
:35.00'
PODOCARPUS GRACILIOR HEDGE
24" BOX - MAINTAINED AT 6' HT.
PODOCARPUS GRACILIOR HEDGE
24" BOX - MAINTAINED AT 6' HT.
COURTYARDF.S. 13.68'stone
ENTRYF.F. 13.68'MECH.EXISTINGPROTECT IN PLACE
EXISTING
PROTECT IN PLACE
conc.
40" WIDE FIRE ACCESS PATH
CONC. FLATWORK
3'-4"
F.S. 13.6'
P.L.
P.L.
P.L.
EXISTING
RESIDENCE
LOT 26
3'-0"
5'-0" TALL ( E.) BLOCK WALL
3'-10" TALL ( E.) BLOCK WALL
5'-0" TALL ( E.) BLOCK WALL
3'-10" TALL ( E.) BLOCK WALL
(E.) BLOCK SITE
WALL TO REMAIN
W/ SMOOTH
STUCCO FINISH
1
:
35.00'
ET
TVGW
S
GGW
EXISTING
RESIDENCE
SCO
SCOLOT 28
(5.69)
(13.57)
(6.62)
(4.36)
(3.39)
(3.19)
(5.21)
(6.89)
SANDSAND
NATURAL GROUND
NATURAL GROUND
(13.43)(13.50)(13.42)(13.37)(13.31)
(12.90')(12.97) TC(12.52) FL(12.61) LIP(12.66) TC(12.51) FL(13.04) TC(12.59) FL(12.63) LIP(13.12) TC(13.16) WALL
(13.15) EOC (13.20) TC(13.19) TC(12.72) FL(12.79) LIP(12.83) TC(12.73) FL(12.84) TC(12.73) FL(13.19) TC(12.72) FL(12.78) LIP(13.34) EMH(13.33) TMH10" (2.11) OUT
SSMH (13.51) RIM
10" (2.41) IN
(12.75) TC(13.17) BLDC
(20.06) WIND
(20.04) WIND
(19.82) BLDC (13.49) WALL(13.64) WALL(9.06) DECK
(7.25) DECK
(9.06) STRS
(9.09) DECK
(9.10) DECK
(13.26) EOC
(13.25) EOC
(19.37) BLDC
(13.42) WALL
(13.53) WALLSTAIRS
1
:317.33'22.50'22.50'RADBER22.50'30.00'
5' (E.) BLOCK WALL
5' (E.) BLOCK WALL
SFN
2
60.89'BER 44.30'RAD
BER
20.70'84.48'
35.00'
VIA LIDO SOUD
CL
BASIS OF BEARINGS
21.5'21.4'(6.94) (13.70) WALLSFN
SFNSEA WALL
(13.41')
(13.12')(13.21)LOT 29
BOAT DOCK100.00'
RADBER30.00'1
(1
(35.01'94.06'93.23'(13.45')
6' (E.) BLOCK WALL
6' (N.) BLOCK WALL
SHOWN DASHED
NEWPORT CHANNELelec..
5' ht.Gate
SHWR.
GARAGE
COV. ENTRY
UP
COURTYARD6' ht. PivotGatecanopy edge
2 CAR (20' X 20')
P.L.
P.L.
3'-0"setback 4'-0"setback10'-0"setbackF.S. 13.38'
F.S. 13.38'
F.S. 13.34'
conc.
DRIVEWAYbasalt pavers
conc.
setback
F.S. 13.6'
F.S. 13.35'
conc.conc.conc.
F.L. 12.73'
F.S. 13.22'F.S. 13.38'F.S. 13.22'F.S. 13.22'F.S. 13.68'
F.S. 13.34'
F.S. 13.34'
F.S.13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.68'
F.S. 13.68'
REAR TERRACEstone
LOWER FOOTPRINTF.F. 13.68'stone
setback
1,659 SF
F.S. 13.34'slopeP.A.
P.A.
3'-4"5" THICK CONC.FLATWORK
TOP CAST FINISH /
SAW CUT JOINTS
slope1
:35.00'
PODOCARPUS GRACILIOR HEDGE
24" BOX - MAINTAINED AT 6' HT.
PODOCARPUS GRACILIOR HEDGE24" BOX - MAINTAINED AT 6' HT.
COURTYARDF.S. 13.68'stone
ENTRYF.F. 13.68'MECH.EXISTING
PROTECT IN PLACE
EXISTINGPROTECT IN PLACE
conc.
40" WIDE FIRE ACCESS PATHCONC. FLATWORK
3'-4"
F.S. 13.6'
P.L.
P.L.
P.L.
EXISTING
RESIDENCE
LOT 26
3'-0"
5'-0" TALL ( E.) BLOCK WALL
3'-10" TALL ( E.) BLOCK WALL
5'-0" TALL ( E.) BLOCK WALL
3'-10" TALL ( E.) BLOCK WALL
(E.) BLOCK SITE
WALL TO REMAINW/ SMOOTHSTUCCO FINISH
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4 R E V I S I O N SLIDO HOUSEGRADING & DRAINAGE LOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663LAND STRATEGIES, LLCA B
C D HGFEAB
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“”
“
”
“
”
PONDING & OVERFLOW EVALUATION
ASSUMING ALL DRAINS OVERLOADED PRECISE GRADING PLANPA2022-001
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4 R E V I S I O N SLIDO HOUSESECTIONS AND DETAILSLOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663LAND STRATEGIES, LLCA B
C D HGFEABPA2022-001
1
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35.00'
ET
TVGW
S
GGW
EXISTING
RESIDENCE
SCO
SCOLOT 28
(5.69)
(13.57)
(6.62)
(4.36)
(3.39)
(3.19)
(5.21)
(6.89)
SANDSAND
NATURAL GROUND
NATURAL GROUND
(13.43)(13.50)(13.42)(13.37)(13.31)
(12.90')(12.97) TC(12.52) FL(12.61) LIP(12.66) TC(12.51) FL(13.04) TC(12.59) FL(12.63) LIP(13.12) TC(13.16) WALL
(13.15) EOC (13.20) TC(13.19) TC(12.72) FL(12.79) LIP(12.83) TC(12.73) FL(12.84) TC(12.73) FL(13.19) TC(12.72) FL(12.78) LIP(13.34) EMH(13.33) TMH10" (2.11) OUT
SSMH (13.51) RIM
10" (2.41) IN
(12.75) TC(13.17) BLDC
(20.06) WIND
(20.04) WIND
(19.82) BLDC (13.49) WALL(13.64) WALL(9.06) DECK
(7.25) DECK
(9.06) STRS
(9.09) DECK
(9.10) DECK
(13.26) EOC
(13.25) EOC
(19.37) BLDC
(13.42) WALL
(13.53) WALLSTAIRS
1
:317.33'22.50'22.50'RADBER22.50'30.00'
5' (E.) BLOCK WALL
5' (E.) BLOCK WALL
SFN
2
60.89'BER 44.30'RAD
BER
20.70'84.48'
35.00'
VIA LIDO SOUD
CL
BASIS OF BEARINGS
21.5'21.4'(6.94) (13.70) WALLSFN
SFNSEA WALL
(13.41')
(13.12')(13.21)LOT 29
LOT 25
BOAT DOCK100.00'
RADBER30.00'1
(1
(35.01'94.06'93.23'(13.45')
6' (E.) BLOCK WALL
6' (N.) BLOCK WALL
SHOWN DASHED
NEWPORT CHANNELelec..
5' ht.Gate
SHWR.
GARAGE
COV. ENTRY
UP
COURTYARD6' ht. PivotGatecanopy edge
2 CAR (20' X 20')
P.L.
P.L.
3'-0"setback 4'-0"setback10'-0"setbackF.S. 13.38'
F.S. 13.38'
F.S. 13.34'
conc.
DRIVEWAYbasalt pavers
conc.
setback
F.S. 13.6'
F.S. 13.35'
conc.conc.conc.
F.L. 12.73'
F.S. 13.22'F.S. 13.38'F.S. 13.22'F.S. 13.22'F.S. 13.68'
F.S. 13.34'
F.S. 13.34'
F.S.13.34'
F.S. 13.34'
F.S. 13.34'
F.S. 13.68'
F.S. 13.68'
REAR TERRACEstone
LOWER FOOTPRINTF.F. 13.68'stone
setback
1,659 SF
F.S. 13.34'slopeP.A.
P.A.
3'-4"5" THICK CONC.FLATWORK
TOP CAST FINISH /
SAW CUT JOINTS
slope1
:35.00'
PODOCARPUS GRACILIOR HEDGE
24" BOX - MAINTAINED AT 6' HT.
PODOCARPUS GRACILIOR HEDGE
24" BOX - MAINTAINED AT 6' HT.
COURTYARDF.S. 13.68'stone
ENTRYF.F. 13.68'MECH.EXISTING
PROTECT IN PLACE
EXISTINGPROTECT IN PLACE
conc.
40" WIDE FIRE ACCESS PATHCONC. FLATWORK
3'-4"
F.S. 13.6'
P.L.
P.L.
P.L.
EXISTING
RESIDENCE
LOT 26
3'-0"
MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet
* THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B.
* PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION
5'-0" TALL ( E.) BLOCK WALL
3'-10" TALL ( E.) BLOCK WALL
5'-0" TALL ( E.) BLOCK WALL
3'-10" TALL ( E.) BLOCK WALL
(E.) BLOCK SITE
WALL TO REMAINW/ SMOOTHSTUCCO FINISH
“”
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4 R E V I S I O N SLIDO HOUSEEROSION CONTROL PLANLOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663LAND STRATEGIES, LLCA B
C D HGFEABPA2022-001
729 VIA LIDO SOUD, NEWPORT BEACH, CA
LIFT STATION DETAILS729 VIA LIDO SOUDNEWPORT BEACH, CAS729 VIA LIDO SOUD
NEWPORT BEACH, CA
ALARM. 11.00
LEAD ON 9.5
1.25” STAINLESS
STEEL GUIDE
RAILS
(2) REINFORCING
RIBS
OFF. 8.5
3/4” crushed rock
ANTI-FLOTATION
FLANGE
BOTTOM 6.50
46” ALUMINUM DIAMOND TREAD COVER TOP 12.50
ALL PIPING IS3” SCH 80 PVC
INV. 9.5
INV. 9.5
20"
12"
12"
72"
42"
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4 R E V I S I O N SLIDO HOUSELIFT STATION DETAILSLOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663A B
C D HGFEABPA2022-001
Tmplt: 06/07/19
P ROJECT R EVIEW R EQUES T
C O M M U N I T Y D E V E L O P M E N T D E P A R T M E N T
Planning Division
Please Distribute to:
Building/Tonee Thai Date: January 10, 2022
Please return PRR and Plans to Staff Planner
David Lee, Associate Planner
949-644-3225 or dlee@newportbeachca.gov
Applicant:
GRAHAM Architecture Contact: Carlton Graham
949-715-2365
Project Name Armour Residence
Address: 729 Via Lido Soud
(PA2022-001) CD2022-002
A coastal development permit for the demolition of an existing single-unit residence and the construction
of a new 2,712 sq. ft. single-unit residence with an attached 474 sq. ft. garage.
REPORT REQUESTED BY: January 19, 2022
ZONING ADMINISTRATOR HEARING DATE: SELECT DATE
Check all that apply:
❑ No comments on the project
as presented.
Notes:
Signature Ext. Date
❑ Application of Standard Code
requirements are not
expected to alter the project
design.
❑ Recommended conditions of
approval are attached.
❑ Application of Standard Code
requirements or the attached
conditions of approval will
substantially impact or alter
the design of the project.
❑ I contacted the applicant on
❑ To schedule an appt. for
Code review
❑ To discuss the following
(see notes)
1. Property is in Soils Liquefaction Seismic Hazard Area. Soils report must
include recommendations for construction on liquefiable soils, and building
foundation must comply with minimum requirements in City of Newport
Beach Building Code Policy CBC 1803.5.11-12.
2. If total new impermeable surface area on site, including the roof
structure, equals or exceeds 2,500sf and site drainage disharges to the city
storm drainage system, or if some site runoff discharges into the bay
Quality Management Plan will be required. Public Works/Harbor
approval will be required for any site runoff discharging into the bay.
Eric Skarin 3270 01-19-22
(an Environmentally Sensitive Receiving Water), a Water