NA Door symbol - see door schedule Window symbol - see window schedule Keynote symbol - see keynotes Color/material symbol - see color/fin. list Equipment symbol - see equipment list Plumbing fixtures symbol per schedule Plumbing accessories symbol per schedule 2 x stud wall Concrete Block wall Ceiling height symbol Sheet Number Sheet Number Interior Elevation Number Section Number Detail Number Low wall - refer to spot elevation 1 2 3
4 2A9
4D1 A.B. ANCHOR BOLT ABV. ABOVE A.C. ASPHALT CONCRETE A.F.F. ABOVE FINISH FLOOR AL ALUMINUM ALT ALTERNATE APP APPROXIMATE ARCH ARCHITECTURAL BD BOARD BLW BELOW BET BETWEEN BLDG BUILDING BM BEAM BOT BOTTOM BYN BEYOND BW BOTH WAYS C.J. CEILING JOISTS C.M.U. CONCRETE MASONRY UNITS C.O. CLEAR OPENING CAB CABINET CLG CEILING CEM CEMENT CER CERAMIC CLR CLEAR COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTURUCTION CONT CONTINUOUS CONTR CONTRACTOR D DEPTH D.F. DRINKING FOUNTAIN, DOUGLAS FIR D.S. DOWNSPOUT DB. DOUBLE DET DETAIL DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DWG DRAWING DWR DRAWER E.N. EDGE NAIL(ING) E.W. EACH WAY EA EACH ELEC ELECTRIC, ELECTRICAL ELEV ELEVATION E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM EQ EQUAL EQUIP EQUIPMENT ESMT EASMENT EXH EXHAUST [E] EXISTING EXP EXPOSED F.N. FIELD NAILING F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FRMG FRAMING FDN FOUNDATION FIN FINISH FLR FLOOR FT FOOT FTG. FOOTING GA GAUGE GALV GALVINIZED GAR GARAGE GFF GARAGE FINISH FLOOR G.F.I. GROUND FAULT INTERRUPTOR G.F.R.C. GLASS FIBER REINFORCED CEMENT G.I. GALVINIZED IRON GLS GLASS GR GRANITE GRD GRADE GYP. BD. GYPSUM BOARD H.M, HOLLOW METAL H.C. HOLLOW CORE HC HANDICAPPED HD HIGH DENSITY, HOLD DOWN HDW HARDWARE HR HOUR HT HEIGHT HRT. HEATER I.D. INSIDE DIAMETER IN INCH INS. INSULATION INT. INTERIOR JAN. JANITOR JT. JOINT KIT. KITCHEN L. LENGTH LAV. LAVATORY M.C. MEDICINE CHEST M.O. MASONRY OPENING MAS. MASONRY MAX. MAXIMUM MECH. MECHANICAL MED. MEDIUM MFG. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MTD MOUNTED MTL. METAL [N] NEW N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NAT. NATURAL O.C. ON CENTER O.D. OUTSIDE DIAMETER OPN. OPENING OPP OPPOSITE P/A PLANTING AREA P.S.I. POUNDS / SQUARE INCH PL. PLATE PLAS PLASTER PLY PLYWOOD POL POLISH, POLISHED PR. PAIR PT. PAINT R RADIUS, RAFTER R.D. ROOF DRAIN R.O. ROUGH OPENING R.R. ROOF RAFTER R.S. ROUGH SAWN RA RETURN AIR REQ REQUIRED RI RISER RM ROOM R.O.W. RIGHT OF WAY S STAINLESS S.C. SOLID CORE SCH. SCHEDULE SECT. SECTION SH SHELF SHTG SHEATHING SHWR SHOWER SIM SIMULAR SPEC SPECIFICATIONS SQ SQUARE ST. STREET STD STANDARD STL STEEL STN STONE STUC STUCCO STRUCT STRUCTURAL SYM SYMMETRICAL T&B TOP AND BOTTOM T&G TOUNGE AND GROOVE T TREAD, TEMPERED GLASS TC TOP OF CONCRETE / CURB / CHIMNEY TD TOP OF DECK TP TOP OF PLATE TT TOP OF TRELLIS TR TOP OF ROOF TRAIL TOP OF HANDRAIL TW TOP OF WALL TEL TELEPHONE THK THICK TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE UR URINAL V.T. VINYL TILE V.T.R. VENT THROUGH ROUGH W WIDE, WIDTH W/ WITH W.C. WATER CLOSET, WALL COVERING WD WOOD WP WATERPROOF W.R. WATER RESISTANT A
11 pla-1 8'-0" A
A
a KAREN HUBER 675 BUENA VISTA WAY, LAGUNA BEACH, CA 92651 C. (949) 689-3808 HORST NOPPENBERGER HORST ARCHITECTS, INC. 247 A FOREST AVENUE, LAGUNA BEACH, CA 92651 P. (949) 494-9569
0.00' TR PROJECT SUMMARY TABLES ADDRESS: DESCRIPTION REQUIRED/ALLOWED PROPOSED (Yes/No) CONFORMS USE ZONE LOT AREA LOT WIDTH (AVG.) LOT DEPTH (AVG.) LOT SLOPE (%) MAX. BUILDING HEIGHT FF, FG, EG SETBACKS: Rear Yard Side Yards LOT COVERAGE (BSC) ZONING STANDARDS PROJECT DATA DESCRIPTION PROPOSED GARAGE DECK AREA 620 TEMPLE HILLS DRIVE, LAGUNA BEACH, CA 92651 RESIDENTIAL Y MAIN HOUSE LEVEL 3 TOTAL MAIN HOUSE (NO CHANGE) 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 existing conditions prior to beginning work, including but not limited to existing interior walls and roof structures. 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. Acceptance of these contract documents releases Architect from any liability of inaccurate portray of existing conditions whatsoever as established by consulting engineers and/or surveyors. 4. Dimensions are from face of studs or to center of wall 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 not dimensioned and shown jamb tight shall be set 3" from perpendicular wall to outer edge of door jamb. 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, procedures, safety and for coordinating all portions of the Work. 12. The Contractor here-in 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 from 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. Prior to any excavation, a meeting will be held on site that will be attended by the project engineer, geologist, project building inspector, general and shoring contractors. 18. A CAL OSHA permit is required where excavations exceed 5ft and a copy of the permit shall be supplied to the city prior to issuing a building permit. 19. The requirements of the 2013 edition of the California Building Code (Title 24) have been taken in consideration. 20. All new utilities will be underground to nearest utility pole. 21. Prior to commencement of any construction all aplicable provisions pertaining to brush clearance contained in the Uniform Fire code shall comply with the City of Laguna Beach Fire Department. 22. The responsible certified geotechnical engineer will inspect and approve all grading and excavations prior to placement of forms, reinforcing steel or concrete. In cases involving engineered fill, a soils engineer shall provide the inspection and approval. 23. All eaves/projections to be one hour fire resistive, heavy timber or constructed on non-combustible materials. There shall be no openings in the fire resistive construction ( i.e. no eave vents), and the fire rating must be maintained around recessed lighting. 24. All roof/ eave materials to be "Class A" rated. 25. Licensed civil engineer/ architect that prepared the drainage plan shall certify at the completion of the project that the site drainage is in substantial compliance with the approved drainage plan. 26. The plans shall comply with the 2007 California Codes. CBC, CPC, CMC and CEC and all applicable Local codes and ordinances. 27. Project shall comply with NPDES, SUSMP and BMP requirements. 28. Contact dig alert. 29. Structural observations by design engineer. 30. 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 letters shall be provided to the city prior to beginning the excavation. 31. Termite protection. In geographical areas where hazard of termite damage is known to be very heavy, wood floor framing shall be of naturally durable species (termite resistant) or preservative treated in accordance with AWPA U1 for the species, product preservative and end use or provided with approved methods of termite protection. 2304.11.6 FIGURE 2603.8 32. Wood supported by exterior foundation walls. Wood framing members, including wood sheathing, that rest on exterior foundation walls and are less than 8 inches (203 mm) from exposed earth shall be of naturally durable or preservative-treated wood. 2304.11.2.2 33. Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. The coating weights for zinc-coated fasteners shall be in accordance with ASTM A 153. 2304.9.5. Exception: Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel with coating weights in accordance with ASTMB695, Class 55 minimum. 2304.9.5. Fastenings for wood foundations shall be as required in AF&PA Technical Report No. 7. TS-1 TITLE SHEET A1.1 SITE PLAN Front Yard CODE ANALYSIS CODE: UBC - 1994 EDITION CONSTRUCTION TYPE: V-N ZONING DESIGNATION: R-1 OCCUPANCY: R-3, U-1 NUMBER OF STORIES: 2 PROJECT ADDRESS 620 TEMPLE HILLS DRIVE, LAGUNA BEACH, CA 92651 ACCESSOR'S PARCEL NUMBER APN: 644-122-59 LEGAL PORTIONS OF LOTS 84 AND 85 OF TRACT NO. 858, CITY OF LAGUNA BEACH MAIN HOUSE LEVEL 1 SITE WORK Total GRADING Outside of Structural Footprint Inside Structural Footprint Cut (ADU APPLICATION) Fill Net Export Hardscape TOTAL IMPERVIOUS SURFACES Square Footage % of Lot Area Structure Proposed Proposed A10 30'-0" IRRIGATED AREA SPA DETAILS Spa DIMENSIONS (L x W x D) VOLUME / GALLONS Pool / Spa PROJECT DESCRIPTION LOT LINE ADJUSTMENT MAIN HOUSE LEVEL 2 TS ANDRADE RIEHLE LAND SURVEYING 917 GLENNEYRE STREET, SUITE 1 LAGUNA BEACH, CA 92651 P. (949) 494-3388 6,000 SF N/A FLOOR AREA RATIO LANDSCAPE OPEN SPACE PARKING PROPOSED FIXTURE COUNT Low voltage indirect slot light - recessed in wall EXTERIOR BUILDING LIGHTING PROPOSED EGRESS DOORS FIXTURE TYPE WATTAGE LUMENS QUANTITY COMMENTS TOTAL Low voltage decorative pendant PROPOSED FIXTURE COUNT Low voltage indirect step light - recessed in wall LANDSCAPE LIGHTING FIXTURE TYPE WATTAGE LUMENS QUANTITY COMMENTS TOTAL Low voltage indirect in ground directional light - - TOTAL
- - - -
- -
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-- MAIN HOUSE LOFT (NO CHANGE) (NO CHANGE) 15'-0" ABOVE REAR PL 20'-0" 10% OF LOT WIDTH=11'-4" N/A N/A N/A N/A N/A N/A Sheet Number 12.15.2025 R-1 (NO CHANGE) YY 70'-0" 80'-0"YN USE: RESIDENTIAL ZONE: R-1 LOT SLOPE: 41.40% Y (NO CHANGE)YYYYYY EXISTING (NO CHANGE) 303.57' 20'-0" 8'-0"/38'-1" (NO CHANGE) 9,053 SF 141'-0" 64'-5" 41.17% 30'-0" 1,861.29=22.02% N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A VICINITY MAP PROJECT SITE PROJECT SUMMARY GENERAL NOTES SYMBOLS PROJECT TEAM SHEET INDEX ABBREVIATIONSHUBER RESIDENCE 620 TEMPLE HILLS DRIVE, LAGUNA BEACH, CA 92651 HORST ARCHITECTS 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 HORST ARCHITECTS. a r c h i t e c t s 9 4 9 4 9 4 9 5 6 9
HUBER RESIDENCE
620 TEMPLE HILLS DRIVE, LAGUNA BEACH, CA 92651 SCALE PLOT DATE SHEET NUMBER 7,872 SF 8'-0"/14'-6" (NO CHANGE) 22'-6" 41.40% 20% OF LOT DEPTH=13'-1" OWNER: ARCHITECT: SURVEYOR: MAX HEIGHT ABOVE REAR PROPERTY LINE 113'-10" 65'-3" 33.98% OF LOT AREA-EXISTING 35.28% OF LOT AREA-PROPOSED 1,861.29=23.64% Attachment 3 30 CENTERLINE OF RIGHT OF WAY APPROX. CENTERLINE OF PAVING 4'-4"
10'-0" HOUSE AND ADU FYSB B U E N A V I S T A W A Y
4'-0"
ADU SYSB
8'-1"
HOUSE SYSB
4'-0" ADU SYSB 8'-1" HOUSE SYSB
4'-0" ADU RYSB
20'-0" HOUSE RYSB
AVERAGE DEPTH 100'-6"
4'-0" ADU SYSB8'-1" HOUSE SYSB
AVERAGE WIDTH 80'-9"
AVERAGE WIDTH 113'-10"AVERAGE DEPTH 65'-3"
4'-0" ADU SYSB8'-1" HOUSE SYSB 4'-0" ADU SYSB 8'-1" HOUSE SYSB 13'-1"
RYSB
10'-0"
FYSB
10'-0" FYSB
11'-5" SYSB EXISTING BUILDING FOOTPRINT EXISTING BUILDING FOOTPRINT APPROVED NEW ADU 293.46 SF 5'-8" SYSB 5'-8" SYSB 5'-8" SYSB
5'-8" SYSB
20'-0" HOUSE RYSB
277.40 NG
293.90 NG
280.17 NG
292.93 NG
306.10 NG
308.52 NG
347.40 NG
343.10 NG
308.61 NG
10'-7"
10'-0"
HOUSE AND ADU FYSB 50'-5
1 2
" HORST ARCHITECTS 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 HORST ARCHITECTS. SHEET NUMBER PLOT DATE: SCALE: a r c h i t e c t s 9 4 9 4 9 4 9 5 6 9 HUBER RESIDENCE ADU 675 BUENA VISTA WAY., LAGUNA BEACH, CA 92651 LEGEND MATERIALS KEYNOTES 1 PROPERTY LINE 2 ADU SETBACK (10'-0" FYSB, 4'-0" SYSB/RYSB) 3 MAX. ADU HEIGHT - 16'ABV. NG, FG, FF - GUIDELINE 4 ADDITIONAL BUILDING SETBACK - 1:1 SLOPE, 15'-0" ABV. N.G. @ F & RSB 5 (E) CURB/EDGE OF PAVEMENT 6 CENTERLINE OF AVG. LOT WIDTH/DEPTH 7 FIXED DATUM POINT/BENCHMARK 8 CENTERLINE OF RIGHT OF WAY 9 CENTERLINE OF DRIVEWAY 10 (E) GRADE / CONTOUR LINE 11 (E) TRASH STORAGE AREA 12 (E) GARAGE - 8'-8" X 18'-0" MIN. PER SPACE 13 (E) STAIRWAY OR STEPS ON GRADE 14 (E) GATE (MAX. 4' IN FYSB, 6' IN SYSB) 15 (E) SITE / RETAINING WALL TO REMAIN 16 (E) PUBLIC PARKING SPACE TO REMAIN - MIN 8' X 22' 17 (E) WALL TO BE REMOVED 18 (E) WALL TO REMAIN 19 (E) OPENING TO BE FILLED 20 (N) STAIRWAY OR STEPS ON GRADE - FOR ADU DEDICATED ACCESS 21 (E) EXTERIOR STAIRCASE TO REMAIN 22 (N) HARDSCAPE 23 EDGE OF WALL (ABV/BLW/BYD AS OCCURS) 24 EDGE OF ROOF/CEILING/FLOOR/DECK (ABV/BLW/BYD AS OCCURS) 25 EDGE OF STAIRS (ABV/BLW/BYD AS OCCURS) 26 HANDRAIL - 36" ABOVE ADJACENT FINISHED SURFACE 27 GUARDRAIL - 42" ABV. FS 28 CASEWORK (ABV/BELOW/BYD) 29 FS/FG/EG (ABOVE/BELOW/BEYOND AS OCCURS) 30 (N) EXTERIOR DOOR/WINDOW 31 (N) WALL 32 (N) INTERIOR DOOR/WINDOW 33 ADU PARKING SPACE - 8'8" X 18'-0" ADU HABITABLE AREA (E) STRUCTURE TO REMAIN PLANTING AREA - REFER TO LANDSCAPE PLAN P/A (N) CONCRETE WALL (E) STRUCTURE TO REMOVE NEW WALL PROPERTY LINE SETBACK PROJECTION ABV/BYD/BLW GLS-1 TRANSPARENT GLASS GLS-2 MTL-2 STN-2 STUC VEG TRANSPARENT GLASS BREAK METAL STONE FLOORING INTEGRALLY COLORED SMOOTH TROWEL STUCCO (TO MATCH EXISTING) VEGETATION A1.1 12.15.2025 1/8" = 1'-0" SITE PLAN 31