G0.01 INDEX, PROJECT INFORMATION, & VICINITY MAP G0.02 GENERAL NOTES G0.03 GENERAL NOTES (CONT.) G0.04 FIGURE GROUND PLAN G0.05 FLOOR AREA DIAGRAMS & NEIGHBORHOOD COMPATIBILITY DATA G0.06 NEIGHBORHOOD COMPATIBILITY PHOTO INDEX G0.07 NEIGHBORHOOD COMPATIBILITY PHOTO INDEX ARCHITECTURAL SURVEY SLOPE ANALYSIS SURVEY TR1.01 TREE LOCATION PLAN TR1.02 TREE IMPACT EXHIBIT & PROTECTION PLAN TR1.03 TREE IMPACT EXHIBIT & PROTECTION PLAN L1.01 PRELIMINARY CONSTRUCTION PLAN L1.01A LANDSCAPE SITE PLAN L3.00 PLANTING PLAN L3.10 PLANTING PLAN L3.01 TREE DISPOSITION PLAN L3.02 TREE DISPOSITION PLAN L3.03 TREE MITIGATION PLAN C1 PRECISE GRADING PLAN C2 EARTHWORK EXHIBIT A1.00 SITE PLAN A1.00-A SITE PLAN (FIRST LEVEL FLOOR PLAN) A1.01 DEMOLITION PLAN A1.02 STORY POLE PLAN A2.00 BELOW GRADE LEVEL FLOOR PLAN A2.01 FIRST LEVEL FLOOR PLAN A2.02 SECOND LEVEL FLOOR PLAN A2.03 ROOF PLAN A3.01 NORTH ELEVATION A3.02 EAST ELEVATION A3.03 SOUTH ELEVATION A3.04 WEST ELEVATION A3.05 COLOR AND MATERIALS BOARD A4.01 SECTION A A4.02 SECTION B A4.03 SECTIONS C, D & E A9.01 RENDERED VIEW: SOUTH PERSPECTIVE A9.02 RENDERED VIEW: EAST VIEW PERSPECTIVE A9.03 RENDERED VIEW: REAR VIEW PERSPECTIVE GENERAL SURVEY ARCHITECTURAL N.T.S. G0.01 INDEX, PROJECT INFORMATION, & VICINITY MAP SHEET INDEX Ye/Chen Residence Construction of a 2 story single-family residence with 4 bedrooms, 4.5 bathrooms, and a below grade garage. Site improvements include the installation of an access driveway, a swimming pool/spa, and landscaping. Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 1530 Scenic Drive Pasadena, CA 91103 5704-025-002 RS-4 HD TR 9664 Yes Low Residential Total: 29,891 SF PROJECT SCOPE OF WORK PROJECT ADDRESS APN ZONING TRACT LOT AREA SETBACKS HEIGHT PARKING BUILDING CODE OWNERS CONSTRUCTION TYPE SPRINKLERS HILLSIDE AREA MAXIMUM FLOOR AREA GENERAL PLAN USE ABBREVIATIONSMFR. MIC. MEZZ. MET. MIR. MUL. MISC. MIN. CENTERLINE ATANGLE AND @<& ACOUSTIC TILE ACOUSTICAL ACCESS INCH (INCHES) FOOT (FEET) A/C. AC.T. ACOUS. ACC. #"' CHANNEL SQUARE FEET (FEET) POUND OR NUMBER DIAMETER OR ROUND AIR CONDITIONING PERPENDICULAR APPROVED APPROXIMATE ANODIZED ALTERNATE ALUMINUM ADJUSTABLE AREA DRAIN ARCH. APPVD. APPROX. A.P. ANOD. ALT. AL. A.F.F. ADJ. A.D. BACKING BENCH MARK BLOCKING BUILDING BOTTOM BEAM BLOCK BUTT JOINT AVERAGE BOARD BKG. BOT. B.MK. BM. BLKG. BLK BLDG. B.J. BD. AVG. AUTO. AUTOMATIC ARCHITECTURAL ACCESS PANEL ABOVE FINISHED FLOOR MULLION MISCELLANEOUS MIRROR MINIMUM MICROWAVE MANUFACTURER MEZZANINE METAL BETWEEN COLUMN CONNECTION CONFERENCE CONCRETE CAULKING CLEAR CLOSET CEILING CABINET BTWN. COL. CONN. CONF. CONC. CLR. CLO. CLKG. CLG. CAB. DOUBLE DEMOLISH CASEWORK CERAMIC TILE CASEMENT CENTER CARPET CORRIDOR CONTINUOUS DBL. DEMO. CWK. CTR. C.T. CSMT. CPT. CORR. CONT. CONSTR. CONSTRUCTION DIMENSION DISHWASHER DIVISION DISPENSER DOOR DOWN DIAMETER DEPARTMENT DETAIL DIM. DW. DR. D.O. DN. DIV. DISP. DIA. D.F. DET DEPT. EMERGENCY ELEVATOR ELECTRICAL ENAMEL DRAWING ELEVATION EXISTING EAST EACH DRAWER ENAM. EMER. ELEV. ELEC. DWG. EL. EA. (E) E. DWR. DRINKING FOUNTAIN DOOR OPENING EXPOSED EXTERIOR ENTRANCE EQUIPMENT EXPANSION EXHAUST EQUAL ENGINEER EXPO. EXT. ENT. E.W.C. EQPT. EXP. EXH. EQ. ENG. FOUNDATION FINISH FACE FINISH FLOOR DRAIN FIRE ALARM FDN. F.H.C. FIN. F.F. F.E.C. F.E. F.D.C. F.D. F.A. FIRE HOSE CABINET FIRE EXTINGUISHER FIRE EXTINGUISHER FIRE DEPARTMENT ELECTRIC WATER FRAMING GRAB BAR FULL SIZE FIREPROOF FLUORESCENT FACE OF FIXTURE FLOOR FRMG. G.B. FT. F.S. FIX. F.R. FRPF. F.O. FLUOR. FLR. GLASS HARDWOOD HARDWARE HIGH DENSITY HANDICAPPED GYPSUM GROUND GL. HDWD. H.M. HDWE. H.D.F. HDCP. GYP. GND. GWB GEN. GENERAL HOLLOW METAL FOOT OR FEET FIRE RESISTANT GYPSUM WALL ENCL. ENCLOSURE INCANDESCENT HOT WATER HEIGHT HAND RAIL HORIZONTAL HOLD OPEN HOUR INCAN. H.W.H. H.W. HVAC. HT. H.R. HR. HOR. H.O. JANITOR LAMINATE JUNCTION JUNCTION BOX INTERMEDIATE INTERIOR INSULATION INFORMATION JAN. LAM. J.T. J.B. INTER. INT. INSUL. INFO. INCL. INCLUDING HOT WATER AIR CONDITIONING HEATING VENTING MEMBRANE MECHANICAL MAXIMUM MEDIUM LEFT HANDED MED. MECH. M.D.F MAX. L.H. MEDIUM DENSITY LAV. LAVATORY MEMB. COOLER CONNECTION CABINET BOARD FIBERBOARD HEATER (DEMOLITION) FIBER BOARD N. N.I.C. NRC. NOM. NO. NAT. (N) OPNG. O.C. O.F.C.I. O.H. O.D. N.T.S. P. P. BD. P.LAM. PERP. PL. PC. P.C. OVHD. PAR. ORIG. PERSONAL COMPUTER PLASTIC LAMINATE PLATE PERPENDICULAR PIECE PARTICLE BOARD PARALLEL PAINT OVERHEAD ORIGINAL OPENING NOT IN CONTRACT OUTSIDE DIAMETER OWNER FURNISHED / NOISE REDUCTION OPPOSITE HAND ON CENTER NOT TO SCALE NOMINAL NUMBER NATURAL NEW NORTH R. PLAS. QTY. QUAL. PLYWD. PTN. PR. POL. PNL. REINF. REQ. RECEP. REBAR. REF. REFR. REFL. R.B. RAD. R/A (R) S. R.T. SCHED. S.C. S/A RUB. R.O. RM. R.H. REV. S.P.D. S.N.R. SHT. S.M.D. S.N.D. SK. SIM. RESIL. SEE PLUMBING SANITARY NAPKIN RESILIENT TILE SANITARY NAPKIN SEE MECHANICAL SINK SIMILAR SHEET SCHEDULE SOLID CORE SUPPLY AIR SOUTH RUBBER REQUIRED ROUGH OPENING ROOM RIGHT HAND REVISION/REVISED RESILIENT REINFORCED REFRIGERATOR REFLECTED REFERENCE RECEPTACLE REINFORCING BAR RESILIENT BASE PLASTER RADIUS RETURN AIR RELOCATED RISER QUALITY QUANTITY PARTITION PAIR POLISH(ED) PANEL PLYWOOD SQ. S.S.D. SPKR. SEE STRUCTURAL SQUARE SPEAKER SPEC. SPECIFICATION(S) SUR. SUSP. STOR. STRL. STL. STD. T. TEL. THRES. TEMP. THRU. T.P.D. T.O. TAN. SYS. SYM. TV. UR. V.I.F. VAR. UTIL. UNF. U.O.N. TYP. W. VEST. W.C. WIN. WD. WC. W/ V.C.T. VERT. VIN. VESTIBULE VINYL COMPOSITION WINDOW WOOD WATER CLOSET WALL COVERING WITH WEST UNLESS OTHERWISE VERTICAL VINYL VERIFY IN FIELD VARIABLE UTILITY URINAL UNFINISHED TYPICAL TELEVISION SURFACE TOILET PAPER TOP OF THROUGH THRESHOLD TEMPERED TELEPHONE TANGENT TREAD SYSTEM SYMMETRICAL SUSPENDED STRUCTURAL STORAGE STEEL STANDARD WT. W.S. W.R. W.O. WPT WP W/O WEIGHT WEATHER-STRIPPING WATER RESISTANT WORK POINT WATERPROOF WITH OUT WHERE OCCURS P.T. PRESSURE TREATED PCC PORTLAND CEMENT SDBL SANDBLAST COEFFICIENT (DIMENSION) CONTRACTOR INSTALLED CONCRETE DRAWINGS DISPENSER DRAWINGS RECEPTACLE DRAWINGS DISPENSER NOTED TILE S.F. SQUARE FOOT OR SQUARE FEET GRAPHIC SYMBOLS A 1X AX.XX DRAWING NUMBER SHEET NUMBER VIEW ORIENTATION X AX.XX 1 2 3 4 DRAWING NUMBER SHEET NUMBER VIEW ORIENTATION X AX.XX DRAWING NUMBER SHEET NUMBER VIEW ORIENTATION X DRAWING NUMBER AX.XX SHEET NUMBER DETAIL AREA #### CASEWORK NUMBER #### DOOR NUMBER #### EQUIPMENT NUMBER #### GATE NUMBER ROOM1 ROOM2 ### ROOM NUMBER ROOM NAME #### WALL NUMBER #### WINDOW NUMBER # KEYNOTE NUMBER # REVISION NUMBER REVISION CLOUD FIN. FLR. @ XX LEVEL +XXX.XX FLOOR LEVEL ELEVATION LEVEL BRICK STONE/MARBLE/GRANITE WOOD, FINISHED STEEL/METAL CAST-IN-PLACE CONCRETE CONCRETE MASONRY UNIT SAND/MORTAR/PLASTER ROCK FILL EARTH GLASS PLYWOOD INSULATION, BATT GYPSUM WALLBOARD WOOD, FRAMING (THROUGH MEMBER) WOOD, FRAMING (INTERRUPTED MEMBER) INSULATION, RIGID MATERIAL SYMBOLS PROJECT INFORMATION VICINITY MAP 12 MILE RADIUS 1530 SCENIC DRIVE BROOKSIDE GOLF COURSE DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 ART CENTER COLLEGE OF DESIGN CIVIL TREE LOCATION & PROTECTION PLANS For floor area calculation and diagrams see sheet G0.06 Building Height Limit: 28' to imaginary plane parallel to grade 35' from lowest elevation point (17.29.060 B) Actual Building Height: 31'-3" from lowest elevation point Proposed: 6 Parking Spaces - Below Grade Garage Type V Sprinklers Per NFPA 13D 2022 California Building Code 2022 California Residential Code 2022 California Mechanical Code 2022 California Electrical Code 2022 California Plumbing Code 2022 California Energy Code 2022 Green Building Standards Code SETBACK MINIMUM PROPOSED FRONT YARD 25'-0" 25'-11" (to house) SIDE YARD (EAST) 8'-9" 17'-7" (to house), 12'-3" (to pool) SIDE YARD (WEST) 8'-9" 11'-0" (to house) REAR YARD 25'-0" 104'-1" (to house), 102'-5" (to pool) *MIN. SIDE YARD: 10% OF LOT WIDTH (87'-43/4"), WITH A MINIMUM OF 5' AND A MAXIMUM REQUIREMENT OF 10' LOT COVERAGE CALCULATION BUILDING (ROOF AREA) REAR DECK POOL DECK (EXCLUDING POOL AND SPA) TOTAL LOT COVERAGE 2,633 ft² 506 ft² 864 ft² 4,003 ft² LOT AREA: 29,891 ft² LOT COVERAGE: 4,003 ft² / 29,891 ft² = 13.4% LANDSCAPE PER ALLOWABLE FAR: Allowable Base FAR: (Developable Lot Area x 0.25) + 500 Developable Lot Area = 27,335 SF (27,335 x 0.25) + 500 = 7,333 SF BELOW GRADE (2,540 ft² + 79 ft² + 66 ft²) FIRST LEVEL (1,580 ft² + 194 ft² + 78 ft²) SECOND LEVEL (2,315 ft² + 113 ft²) TOTAL 2,685 ft² 1,852 ft² 2,428 ft² 6,965 ft² PER SLOPE BAND ANALYSIS: Average slope: 0.25 per survey Base FAR reduction by slope (17.29.060): (B) x (1 - ((C - 0.15) / 2)) (7,333) x (1 - ((0.25 - 0.15) /2)) = 6,966 SF MAXIMUM ALLOWABLE GROSS FLOOR AREA CALCULATION PROPOSED FLOOR AREA TOTALS SEE SHEET G0.05 FOR FLOOR AREA DIAGRAMS AND CALCULATIONS ATTACHMENT L N.T.S. G0.02 GENERAL NOTES DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 GENERAL NOTES SUMMARY OF WORK 1. For work of this contract, see project information on cover sheet. GENERAL PROVISIONS 1. The contractor shall be responsible for maintaining that all construction, installation, workmanship, and materials conform to the requirements of all applicable local, state and federal requirements, regulations, codes, and ordinances. 2. Mechanical, electrical, and plumbing engineering drawings are not included in these documents. The contractor shall coordinate all mechanical,electrical, and plumbing work and obtain all related permits and inspections. The contractor shall notify the architect of any conflicts between mechanical, electrical, and plumbing work and architectural design intent and supply design-build drawings as requested for coordination with architect. 3. Work not included in this contract comprises of work or items marked on drawings as NIC. The term "NIC" shall mean "not in this contract". The contractor may be required to coordinate nic work as indicated on the drawings or specified. 4. The "scope" or "description of work" included in each section is given for convenience and is not to be considered as a comprehensive list of items necessary to complete the work of any section. The general contractor shall determine for himself or herself the full extent of work required to complete the work in accordance with drawings and the true meaning and intent of these specifications. 5. The intention of these construction documents is to include all labor, materials, services, equipment, and transportation necessary for complete and proper execution of the work indicated on drawings and specifications or reasonably inferred from. The architect will in no way be responsible for how the field work is performed, safety in, on, or about the job site, methods, performance, or timeliness in the execution of the work. Any questions regarding these drawings shall be discussed with the architect prior to bidding the work. 6. These specifications are divided for convenience into sections. No responsibility, either direct or implied, will be assumed by either the architect or the owner for omissions or duplications by the contractor due to the arrangement of matter in the contract documents. The contractor shall coordinate work covered in each section with work of other sections. 7. All symbols, abbreviations, and material indications used in the drawings are considered to be construction standards. If the contractor has questions regarding them or their exact meaning, the contractor shall request the architect to issue clarification. 8. The contractor shall be responsible for verifying all existing conditions, dimensions, and grades. Any discrepancies between drawings and the existing conditions or dimensions shall be reported in writing to the architect prior to the commencement of the work. The contractor's bid will reflect his/her job site observations and will note any inconsistencies or conflicts. 9. Drawings are intended to show general arrangement, design, and extent of the work and are partially diagrammatic. As such, they are not intended to be scaled for measurements or to serve as shop drawings. 10. Dimensions missing from the plans or needed for execution of the work shall be clarified or provided by the architect before the work is installed. a. All dimensions are to face of concrete, centerline of columns, centerline of joints or gyp board finish, or face of stud unless otherwise noted. b. Finish floor dimensions are to top of finish material unless otherwise noted. c. Ceiling height dimensions are to surface finish. d. All written dimensions shall take precedence over actual scaled drawings. 6. It shall be the responsibility of the contractor to check the architectural drawings before the installation of structural, mechanical, electrical, and plumbing work. Should there be a discrepancy between the architectural drawings and the consulting engineer's or design/build drawings, it shall be brought to the attention of the architect by the contractor for clarification before commencement of the work. 7. All mechanical, electrical, and plumbing penetrations not shown on the architectural drawings shall be approved by the architect and the structural engineer prior to proceeding with the respective work. 8. Any work installed in conflict with the architectural drawings shall be corrected by the contractor at his/her own expense and at no cost to the owner or the architect. 9. The general building permit and plan check fee shall be secured and paid for by the owner. All other permits shall be taken out and paid for by the contractor directly responsible. No work shall be started until permits are obtained from governing agencies. 10. Contractor will be furnished with one set of city approved drawings, one set of contract drawings to be used as a record drawing set, one reproducible set of drawings, one set of specifications, and two copies of such supplementary detail drawings as may be subsequently issued in accordance with related requirements of the general conditions. Should contractor require copies of the said documents duplicated in media other than the above specified, architect will furnish such copies and same to be paid by contractor at cost of reproduction. Title to all copies of documents so furnished remains with the architect. 11. Contractor to maintain at project site for owner one record copy of: a. Drawings b. Specifications c. Addenda d. Change orders and other modifications to contract e. Architect field orders or written instructions f. Approved shop drawings, product data and samples g. Field test records 10. Neither owner nor architect assumes any responsibility for defining limits of any subcontracts because of arrangements of the specifications. SUBCONTRACTORS 1. Before awarding any subcontracts, contractor to notify architect in writing of names of all subcontractors proposed for any part of work, and not employ any to whom architect or owner may have a reasonable objection. SUBSTITUTIONS & MATERIALS 1. After the contract has been executed, the owner and the architect will consider a formal request for the substitution of products in place of those specified for a period of 2 weeks only, following the award of the construction contract. 2. By making request for substitution based, the contractor: a. Represents that the contractor has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified; b. Represents that the contractor will provide the same warranty for the substitution that the contractor would for that specified; c. Certifies that the cost data presented is complete and includes all related costs under this contract except that architect's re-design costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; and d. Will coordinate the installation of the accepted substitute, making such changes as may be required for the work to be complete in all respects. 3. Within 20 calendar days after award of the contract, submit to architect a list of those manufactured items that require selection of colors. SURVEY OF EXISTING CONDITIONS 1. The general building contractor shall examine and verify all existing site conditions prior to starting any work. The general contractor shall notify the architect immediately of any discrepancies or inconsistencies, which are found to exist between the construction documents and actual site conditions and shall not proceed with the work until the discrepancies or inconsistencies are reviewed and revised by the architect. PROTECTION OF EXISTING IMPROVEMENTS 1. Protect all buildings, utilities, properties, sidewalks, etc. which are to remain, from damage during the entire construction period. Any items, which have not been adequately protected during the construction period, may require removal and replacement at no cost to the owner project. SUPERVISION AND CONSTRUCTION PROCEDURES 1. Contractor to verify figures shown on drawings before laying out work, be responsible for accuracy of all lines, grades, and measurements, and protect and preserve all permanent bench and other markers. Checking of figures or layout by architect does not relieve contractor of his responsibility. 2. If specific construction or installation procedures are indicated or specified or if such procedures are recommended by the manufacturer, the contractor shall review these procedures before implementing such procedures and shall advise the architect, in writing: a. If the specified or recommended procedure deviates from good construction practice b. If the procedure will effect any warranties including the contractor's general warranty c. If the contractor has any other objections to the procedure d. Of alternate procedures that the contractor will warrant SAFETY PROVISIONS 1. The contractor shall assume sole and complete responsibility for job site safety during the course of construction on this project, including safety of all persons and property whether connected or associated with the contractor's portion of the work or not. The contractor shall defend, indemnify, and hold the architect free and harmless from all claims, demands and all liability, real or alleged, in connection with the performance of work on this project. 2. Provide a safe work environment including deactivation of all utilities and/or services in work area during any time work is in progress and complying with all safety orders of all legally constituted public authorities having jurisdiction. GUARANTEES 1. Furnish and install all new material under this contract free from defects, and guaranteed for a period of one (1) year or as specified elsewhere, but no less than (1) year from date of acceptance of work. Should any trouble develop during this period, due to defective material or faulty workmanship, furnish all necessary materials and labor to correct trouble without any cost to owner. ALLOWANCES 1. Should net cost or allowances provided for in contract sum be more or less than specified, the amount of allowance, contract sum will be adjusted accordingly by change order. Failure to submit claims will constitute a waiver of claims for additional costs. 2. On notification of selection, arrange for and process shop drawings, product data, and samples, as required. Install and finish products in compliance with requirements of referenced specification sections. PROJECT COORDINATION 1. The contractor shall supervise and direct the work, using the contractor's best skill and attention. The contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, including safety procedures, and for coordinating all portions of the work under the contract, unless contract documents give other specific instructions concerning these matters. 2. The general contractor shall coordinate and oversee trades to ensure that work conforms to the construction documents and specifications. 3. The contractor shall be responsible to the owner for acts and omissions of the contractor's employees, subcontractors and their agents and employees, and other persons performing portions of the work under a contract with the contractor. 4. The contractor shall scrutinize drawings and specifications and request his subcontractors and material suppliers to do likewise before commencing with work or starting fabrication in order that the architect have adequate time to furnish any necessary detailed information required which has been found lacking on drawings or in specifications. Do not proceed with work in question until written interpretation is received from architect. Requests for interpretation is not a reason for an extension of time unless architect is found to be unduly tardy in supplying contractor with a legitimately required interpretation. 5. The architect is the sole arbiter and may stop construction at any time for the sole purpose of ensuring that the work proceeds with the design intent of the construction documents. 6. Drawings by consulting engineers, including structural, mechanical, electrical, & plumbing, where provided, are supplementary to the Architectural drawings. The contractor shall carefully study and compare the contract documents with each other and with information furnished by the owner and if the contractor performs any construction activity knowing it involves a recognized error, without such notice to the architect, the contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable costs for correction. 7. Review project with mechanical and plumbing contractors prior to construction, so as to identify any conflicts between any ducts, supply/return air, plumbing vents, exhaust vents, etc. with work shown in structural and architectural drawings. Report to the architect any errors, inconsistencies or omissions discovered. Do not proceed with work in question until written interpretation is received from architect. 8. The contractor shall have sole responsibility for the design, adequacy, installation, removal and safety of persons involved with any and all erection, bracing, shoring, temporary supports, scaffolding and construction methods. The contractor shall also comply with all codes, regulations and governing ordinances, assign supervision to a qualified consultant and, obtain and pay for all necessary permits involved with bracing and shoring, etc. 9. The placement of pipes, conduit, etc. and the location, size and reinforcement of holes in the building structure shall conform to the architectural and structural drawings. When the requirements of the mechanical, electrical or other sections of the specifications or drawings are in conflict with the structural requirements, the structural requirements shall take precedence. 10. No pipes, ducts, sleeves, chases, etc. shall be placed in slabs, footings, beams, nor shall any structural member be cut for pipes, ducts, etc. unless a written description of proposed placement or cuts are submitted to the architect for approval by the structural engineer and architect prior to work being done. 11. These drawings represent the finished structure and do not indicate the method of construction. The contractor is responsible for all temporary bracing, shoring, and support necessary to achieve the finished structure. The contractor is responsible for determining and enforcing all construction load limits on the structure. 12. Provide all necessary blocking, backing and framing for light fixtures, electrical units, mechanical equipment, plumbing fixtures, toilet accessories, etc. 13. Do not scale the drawings. The contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the contractor with the contract documents before commencing activities. Errors, inconsistencies, or omissions discovered shall be reported to the architect. 14. Horizontal dimensions shown on the architectural drawings are to finish face of stud or face of concrete unless otherwise noted. Vertical dimensions and ceiling height dimensions are to finish materials unless otherwise noted. Finish floor elevations are to the top of plywood sheathing unless otherwise noted. 15. Material notes and specifications shall take precedence over typical architectural and structural details and specifications. PERMITS AND APPROVALS 1. Architectural and structural drawings for this project have been submitted to the building department for examination, and plan check fees have been paid, unless noted otherwise. The building permit shall be secured by the contractor and the general building permit fee shall be paid for by the owner. The contractor shall secure and pay all other fees, licenses and inspections necessary for proper execution and completion of the work, including certificate of occupancy. No work shall be started until permits are obtained from governing agencies. 2. The contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the work. 3. Work and materials included in this project shall be in accordance with the latest regulations of legally constituted public authorities having jurisdiction and with rules of utility companies furnishing services. The plans and specifications shall not be construed as permitting work not in conformance with regulations. 4. If the contractor observes that portions of the contract documents are at variance with applicable laws, statutes, ordinances, building codes, and rules and regulations, the contractor shall promptly notify architect in writing, and necessary changes shall be accomplished by appropriate modification. 5. The general building contractor and subcontractors must certify that all materials, equipment & processes that are used or installed on the project are free of asbestos containing materials (acm), & polychlorinated biphenyls (pcb's). CONTROL USE OF SITE 1. Construction materials shall be spread out if placed on framed floors or roof. The load shall not exceed the design live loads for the framed structure. 2. The general contractor shall protect all work installed during the construction period. If the work is not properly protected, the owner may require its removal and replacement at the general contractor's expense. 3. Operations of the general contractor, including storage of materials, shall be confined to areas approved by the owner. The contractor shall be liable for damage caused by the contractor during such use of property of the owner or other parties. The contractor shall save the owner, its officers and agents, and the architect and his employees free and harmless from liability of any nature or kind arising from any use, trespass, or damage occasioned by his operations on premises of third persons. Storage facilities shall provide protection of products from excessive cold, heat, moisture, humidity or physical abuse as specified in the respective sections for the products stored. 4. Owner will not assume any responsibility for the loss of or damage to materials, tools, appliances, or work arising from acts of theft, vandalism, malicious mischief or other causes. CHANGES 1. The owner may order extra work or make changes by altering, adding to, or deducting from the work, the contract bum being adjusted accordingly. However, no additional work shall proceed without owner and architect written approval. COST CONTROL 1. Maintain reports and records at job site, available to architect and owner. CUTTING AND PATCHING 1. General building contractor and all trades shall do their own cutting, fitting, patching, etc. to make all parts come together properly. All trades shall interface as required for complete and proper execution of the work as indicated on the construction documents. Any refinished surfaces shall match adjacent surfaces. 2. The contractor shall not damage or endanger any portion of fully or partially completed construction of the owner or separate contractors by cutting, patching or otherwise altering such construction. ALTERNATES 1. The construction documents and this section describe basic proposed changes that shall be incorporated into work only when that alternate is made a part of work by specific provisions in the owner-contract agreement. 2. If owner elects to proceed on basis on one or more alternates, make all modifications to work required in furnishing and installation of selected alternate(s) to approval of architect and at no additional cost to the owner other than as allowed for in contract documents. PROJECT MEETINGS 1. Schedule and administer pre-construction conference, weekly construction progress meetings, and pre-installation conferences throughout progress of work. 2. Preside at progress meetings, record minutes, and distribute copies within two days after meeting to participants, to entities affected by decisions at meetings, with one copy each to the owner, construction consultant, and architect. Submit revised progress schedules periodically. CONSTRUCTION SCHEDULES 1. Within 14 days after award of contract, prepare and submit to architect estimated construction progress schedules for work. Designate dates for submittals and dates that reviewed shop drawings, product data, and samples will be needed. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 1. The contractor shall review shop drawings, product data, and samples prior to submission. The architect will review only those shop drawings, product data and samples that bear the contractor's signature as evidence of contractor's review. The contractor shall verify field measurements, field construction criteria, catalog numbers and conformance with drawings and specifications. 2. The contractor shall begin no fabrication or work which requires submittals until return of submittals with architect approval. 3. The architect will affix stamp and initials and indicate requirements for resubmittal, or approval. The contractor shall make any corrections or changes in submittals required by the architect and resubmit until approved. 4. The contractor shall coordinate each submittal with the requirements of work, other trades, public agencies involved and of contract documents. 5. The contractor shall make submittals far enough in advance of scheduled dates for installation to provide required time for reviews, for securing necessary approvals, for possible revision and resubmittals, and for placing orders and securing deliver. The contractor shall allow at least ten full working days for architect's review following his receipt of submittal. 6. The contractor shall provide a copy of all approved shop drawings with any approved changes to the owner. A copy of approved shop drawings are to be kept with the permitted set of construction documents at the job site at all times during project construction. 7. The contractor shall not be relieved of responsibility for errors or omissions in shop drawings, product data, samples or similar submittals by the architect's review thereof. The contractor shall be solely responsible for providing a complete installation of elements whether or not the shop drawings have been reviewed by the architect. 8. The contractor shall clearly mark each copy of product data to identify pertinent products or models. 9. The contractor shall provide samples of sufficient size and quantity to clearly illustrate functional characteristics of product, with integrally related parts and attachment devices and full range of color, texture and pattern. 10. The contractor shall request, and receive from the architect, a color/material board indicating the stone, wood species, stain, ceramic tile, and paint finish, color, and reference number prior to ordering said products for use on this project. INSPECTIONS, TESTING, LABORATORY SERVICES 1. Inspections and tests required by codes, or ordinances or by a plan approval authority are to be responsibility of and to be paid for by contractor, unless otherwise provided in contract documents. 2. The general building contractor shall be responsible for inspection of portions of work already performed under this contract to determine that such portions are in proper condition to receive subsequent work. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. commencement of work by any trade will be considered unqualified acceptance of the substrate and installation conditions. No claim for warranty voidance will be accepted if installation over an improper substrate has commenced. STRUCTURAL OBSERVATIONS 1. Refer to structural drawings. TEMPORARY UTILITIES 1. Furnish, install and maintain temporary utilities required for construction and as required for compliance with laws and regulations. Remove on completion of work. 2. Obtain written approval from owner for point of connection for temporary power used during construction period including arrangement of costs for power used. Provide connections to existing facilities, size to provide service required for power and lighting. 3. Make connections to existing facilities, provide water for construction purposes; owner will pay costs of water used. CONSTRUCTION AIDS 1. Provide construction aids and equipment required by personnel and to facilitate execution of work; scaffolds, staging, ladders, stairs, ramps runways, such facilities and equipment. Refer to respective sections for particular requirements for each trade. 2. The contractor is responsible for all temporary bracing, shoring, and support necessary to achieve the finished structure and shall obtain and pay for all necessary related permits. 3. The general contractor shall have sole responsibility for the design, adequacy, installation, removal and safety of persons involved with any and all erection, bracing, shoring, temporary supports, scaffolding and construction methods. 4. Provide weather protection for interior materials, allow for effective temporary heating and to prevent entry of unauthorized persons. BARRIERS, TREE AND PLANT PROTECTION 1. Preserve and protect existing trees and plants at site that are designated to remain, and those adjacent to site. 2. Consult with architect and remove agreed-on roots and branches which interfere with construction. Employ qualified tree surgeon for major removal, and to treat cuts. 3. Protect root zones of trees and plants. Carefully supervise excavating, grading and filling, and subsequent construction operations, to prevent damage. MATERIAL AND EQUIPMENT 1. The architect reserves the option to refuse or disallow any structural or decorative material, member or finish based on physical appearance, which does not meet or conform to generally accepted standards for same in the architect's opinion. 2. Comply with size, make, type and quality of material and equipment specified, or as specifically approved in writing by architect. 3. Design, fabricate and assemble in accordance with best engineering and shop practices. 4. Manufacturer's suggested installation methods and specifications shall be followed except where specifically noted otherwise. Perform work in accord with manufacturer's instructions using approved or recommended components. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by contract documents. 5. Store products in accord with manufacturer's instructions, with seals and labels intact and legible. Store products subject to damage by elements in weather tight enclosures. 6. Notify owner of non-availability of specified materials at the time of bidding. If no notification is given, it will be assumed that materials are available. CONTRACT CLOSEOUT 1. Substantial completion; when contractor considers work is substantially complete, submit to architect a written notice that work, or designated portion thereof, is substantially completed and a list of items to be completed or corrected. 2. Final inspection; when work is complete, submit written certification that: a. Contract documents have been reviewed b. Work has been inspected for compliance with contract documents c. Work has been completed in accordance with contract documents d. Equipment and system have been tested in presence of owner's representative and are operational e. Work is completed and ready for final observation f. When the architect finds that work is acceptable under contract documents, the architect will request contractor to make closeout submittals 3. Contractor's close-out submittals to architect include: a. Evidence of compliance with requirements of governing authorities b. Certificate of occupancy c. Certificates of inspection for various trades d. Spare parts and maintenance materials, operating and maintenance data, instructions to owner e. Compile product data and related information appropriate for owner's maintenance and operation of products furnished under contract. Provide two copies of in final form 10 days after final inspection or acceptance f. Deliver all equipment warranties, guarantees, etc. to the owner. Final payment will not be issued to the contractor until all warranties, guarantees, etc. are received by the owner g. Instruct owner in maintenance of products and in operation of equipment and systems h. Keys and keying schedule i. Evidence of payment and release of lines to requirements of general and supplementary conditions 4. Certificate of insurance for products and completed operations CLEANING 1. Execute periodic cleaning to keep work, site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris, resulting from construction operations. Dispose of at legal disposal areas away from site. 2. Prior to final inspection, and after all work is complete, the general contractor shall thoroughly clean the building inside and out utilizing professional cleaners, and shall also thoroughly clean the entire site removing all debris and unused materials, etc.
N.T.S. G0.03 GENERAL NOTES (CONT.) DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 GENERAL NOTES LANDSCAPE NOTES 1. Refer to Civil Engineer's utility and grading and drainage plans for utility location and drainage information. Refer to Civil Engineer's grading plans for grading information. If actual site conditions vary from what is shown on the plans or if there are discrepancies between the plans, contact the Landscape Architect for direction as to how to proceed. 2. Verify locations of pertinent site improvements installed under other sections. If any part of this plan cannot be followed due to site conditions, contact Landscape Architect for instructions prior to commencing work. 3. Exact locations of plant materials to be approved by the Landscape Architect in the field prior to installation. Landscape Architect reserves the right to adjust plants to exact location in field. 4. Verify plant counts and square footages: Quantities are provided as Owner information only. If quantities on plant list differ from graphic indications, then graphics shall prevail. 5. Contact the local underground utility services for utility location and identification. 6. Perform excavation in the vicinity of underground utilities with care and if necessary, by hand. The Contractor bears full responsibility for this work and disruption or damage to utilities shall be repaired immediately at no expense to the Owner. 7. Trees shall bear same relation to finished grade as it bore to existing. 8. Trees to be planted a minimum of 4 feet from face of building, or pavement, except as approved by Landscape Architect. 9. Provide matching forms and sizes for plant materials within each species and size designated on the drawings. 10. Prune newly planted trees only as directed by Landscape Architect. 11. Align and equally space in all directions trees and shrubs so designated per these notes and drawings. 12. Finish grades of planter areas shall be 2 inches below adjacent paving or top of wall unless otherwise noted. SOIL PREPARATION NOTES 1. Soil preparation of a landscape design is a critical factor in creating a healthy and long-lasting landscape. Remove existing topsoil and stockpile on site. Topsoil to be incorporated back into the soil at a later date. Contractor to conduct a soil evaluation to determine the soil's composition, compaction rate, nutrient qualities, organic content, PH levels, and water holding capabilities. The ideal particle soil mix is approximately 45% sand, 40% silt, 10% clay and 5% organic material with a PH level near seven. 2. Prior to the installation of the landscape and irrigation system, contractor to prepare soil to ensure a proper environment for plant root development. 3. When performing soil de-compaction, multiple passes across the area will be required and, when possible, should be at varying angles to ensure adequate coverage. When using disc or ripping equipment, it is required that the final passes over the area be made with a roto-tiller to break up any large clumps to make final grading easier. 4. After initial soil de-compaction procedures are performed, soil amendments should be added. The addition of soil amendments is determined from soil tests conducted prior to work commencing.Soil amendment may include inorganic material such as sand, silt or clay, which help improve soil texture. Organic material such as compost, manure, and peat moss may also be used and help improve soil structure. Other amendments such as fertilizer improve nutrient content and sulfur adjusts the soil PH level. Sulfur shall be incorporated at the rate of one pound of sulfur per 100 square feet. 5. All amendments should be mixed thoroughly with existing soil and an additional soil test will be taken to ensure proper soil conditions prior to planting. GRADING NOTES 1. All grading slopes to be planted and irrigated 2. Standard 12" berm is required at top of all graded slopes 3. No fill to be placed until the city grading inspector has inspected and approved the bottom excavation. 4. Man made fill shall be compacted to a minimum relative compaction of 90% max dry density within 40 feet below finish grade and 93% of max dry density deeper than 40 feet below finish grade, unless a lower relative compaction is justified by the soils engineer. 5. Temporary erosion control to be installed between Oct 1st and April 15th. 6. Retaining walls located closer to the property line than the height of the wall shall be backfilled not later than 10 days after construction of the wall and necessary structural supporting members unless recommended otherwise by responsible engineer.\ 7. GRADING INSPECTION NOTE: The soils engineer is to approve the key or bottom and leave a certificate on the site for the grading inspector. The grading inspector is to be notified before any grading begins and, for bottom inspection, before fill is placed. Fill may not be placed without approval of the the grading inspector. BATHROOM NOTES 1. Safety Glazing (i.e., tempered) Windows in Bathrooms [CRC 308.4.5] is required in the following locations: · Windows in any portion of a wall enclosing tubs and/or showers where the bottom edge of the glazing is less than 60" above the standing surface. · Windows within 60" measured horizontally from water's edge of a bathtub or whirlpool tub or from edge of a shower and where the bottom edge of the glazing is less than 60" above the walking surface. 2. Water Conserving Plumbing Fixtures [California Civil Code 1101.4(a)] The California Civil Code requires that all existing non-compliant plumbing fixtures (based on water efficiency) throughout the house be upgraded whenever a building permit is issued for remodeling improvements even if the fixtures are not within the scope of work. Residential building constructed after January 1, 1994 are exempt from this requirement. The following table shows the fixtures that are considered to be non-complaint and the type of water-conserving plumbing fixture that should be installed: · water closet (toilet) more than 1.6 gallson/flush 1.28 gallons/flush · urinal more than 1.0 gallon/flush 0.125 gallons/flush for wall mount; 0.50 for others· showerhead more than 2.5 gallons/minute 1.8 gallons/minute at 80 PSI · faucet - bathroom more than 2.2 gallons/minute 1.2 gallons/minute at 60 psi · faucet - kitchen more than 2.2 gallons/minute 1.8 gallons/minute at 60 psi 3. Toilet and Bidet require a total minimum 30” clear space (15” from centerline to each side). Toilet, Bidet, or Lavatory require a minimum of 24” clear space in front of the fixture. Urinals require a total minimum 24” clear space (12” from centerline to each side). [CPC 402.5] 4. When additional toilets (water closets) are installed, a maximum of three (3) toilets are allowed on a 3” waste line. [Table 703.2, Footnote 4] 5. Provide safety glazing (tempered) glass for tub/shower enclosures & doors. [CRC R308.4.5] 6. Showers and tub-shower combinations shall be provided with individual control valves of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing valve type conforming to ASSE 1016/ASME A112.1016/CSA B125.16 or ASME A112.18.1/CSA B125.1. Handle positions shall beadjusted to deliver a maximum mixed water setting of 120º F. [CPC 408.3] 7. The hot water valve shall be installed on the left side where two separate handles control are provided. [417.5] 8. A minimum 12”x12” access panel is required when a slip joint p-trap waste & overflow is provided for inspection &repair. [402.10] 9. Bidets · The water supply to the bidet shall be protected by an air gap or vacuum breaker. [410.2, 603.3.2, 603.3.5, 603.3.6] · The maximum hot water temperature discharging from the bidet shall be limited to 110º F by a device that is in accordance with ASSE 1070/ASME A112.1070/CSA B125.70. Water heater thermostats shall not be considered a control for meeting this provision. [410.3] 10. Showers · Shower stalls shall have a minimum interior finished area of 1,024 sq.-in. and be able to encompass a 30” diameter circle. [408.6] · Stall shower door to open out with a minimum 22” wide opening. [408.5] · Site built shower stalls shall be installed in accordance to Section 408.7. · Floor and walls shall be finished with a nonabsorbent surface and wall finish shall extend to a height of not less than 6-ft above the floor. [CRC R307.2] 11. Bathtubs & Whirlpool (Spa) Tubs · Tubs shall have a readily accessible access panel of size to permit the removal and replacement of the circulation pump. [409.6] · The circulation pump shall be located above the crown weir of the trap. · The pump and circulation pipping shall be self-draining to minimize water retention. Such fittings shall be listed in accordance with ASME A112.19.7/CSA B45 · The maximum hot water temperature discharging from the tub shall be limited to 120º F by a device that is in accordance with ASSE 1070/ASME A112.1070/CSA B125.70. Water heater thermostats shall not be considered a control for meeting this provision. [409.4] · Floor and walls above tub-shower combo shall be finished with a nonabsorbent surface and wall finish shall extend to a height of not less than 6-ft above the floor. [CRC R307.2] · 12. Floor and walls shall be finished with a nonabsorbent surface and wall finish shall extend to a height of not less than 6-ft above the floor. [CRC R307.2] 13. Newly installed bathroom fans not functioning as part of a whole house ventilation system must be controlled by a humidistat which shall be readily accessible. 14. WATERPROOFING NOTE: a) Provide 70" high minimum non-absorbent wall adjacent to shower. ALL SHOWER GLASS TO BE TEMPEREDb) Bathtub and shower floors, walls above bathtubs with a showerhead, and shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet. 15. Plumbing fixtures are required to be connected to a sanitary sewer or to an approved sewage disposal system. 16. Items labeled FOIC (Furnished by Owner and Installed by Contractor) must be coordinated by the contractor as to the schedule and installation requirements. Provide at least five (5) business days for client to prepare material for purchase, delivery and/or fabrication and/or supply prior to expected installation date. BATHROOM EXHAUST 1. Local exhaust system shall be installed in a bathroom containing a tub, shower, spa, or some other similar source ofmoisture and vented to the outdoors with a minimum exhaust rate of 50 cfm (20 cfm if continuous operation). Amaximum of 3 sone rating (1 for continuous) is required for the (ENERGY) exhaust fan. Fans must be controlled by ahumidistat which shall be readily accessible and capable of adjustment between a relative humidity range of 50% to 80%. [CEnC 150(o), ASHRAE std. 62.2, CalGreen 4.506.1] 2. Exhaust fans shall be switch separately from lighting system OR have a lighting system that can be manually turned onand off while allowing the fan to continue to operate for an extended period of time. [CEnC 150.0(k)2.B] 3. Bathrooms that only have a toilet and sink do not require local exhaust if there is an (min. 3-sq-ft) operable window. [CRC R303.3] 4. Exhaust ducts shall terminate outside the building and equipped with back-draft dampers. Termination shall not be less than 3-ft from a property line, 10-ft from a forced air inlet, and 3-ft from openings into the building. Ducts shall not discharge onto a public walkway. [CMC 504.1.1, 502.2.1] KITCHEN HOOD VENTILATION 1. Local exhaust system shall be installed in the kitchen and vented to the outdoors (recirculation prohibited) with a minimum exhaust rate as indicated below and maximum 3 sone rating. [CEnC 150(o), ASHRAE std. 62.2] · Intermittent - Application: Kitchen, Min Flow Rate: 100 cfm, Notes: Vented range hood required if exhaust fan flow is less than 300 cfm · Continuous - Application: Kitchen, Min Flow Rate: 5 air changes per hr, Notes: Based on Kitchen volume 2. Kitchen range hood fans are now required to be verified by a HERS Rater. See Section 4.6.7 of 2019 Residential Compliance Manual for more details. Range hood that exhaust more than 400 cfm at a minimum speed are exempt from HERS verification. 3. Ducts used for kitchen range ventilation shall be of metal and have smooth interior surface. Aluminum flex duct is prohibited. A backdraft damper shall be provided. [CMC 504.3, 504.1.1] 4. Upper cabinets shall be a minimum of 30” above cooking top. Cabinets and kitchen range hood shall be installed with the minimum clearances as required by the range/cooktop manufacturer’s installation instructions. [920.3.2] LIGHTING REQUIREMENTS 1. All installed luminaire (lighting) shall be high efficacy in accordance with Table 150.0-A. A minimum of one high efficacy luminaire shall be controlled by a vacancy sensor. 2. Switches shall not be installed within tubs or shower spaces unless installed as part of a listed tub. [CEC 404.4(C)] 3. All recessed lighting shall be “IC Rated and Airtight Certified”. [CEnC 150.0(k)1.C] 4. No pendant lighting shall be located within a zone measured 3-ft horizontally and 8-ft vertically from the top of abathtub rim or shower stall threshold. [CEC 410.10(D)] 5. Luminaires located within the actual outside dimensions of the bathtub or shower to a height of 8-ft vertically from the top of the tub rim and shower threshold shall be of enclosed & gasketed type listed for damp or wet locations and be GFCI protected. [550.14(D), 551.53(B)] 6. For occupancies with a horizontal (floor/ceiling assembly) fire-rated separation, the recessed fixtures shall be protected to the same rating of the separation (1-hour) OR be listed for the required fire protection. This generally applies to residential condominium construction where units are above or below other units. [CBC 714.4.2] 7. Cabinet (in and under) lighting shall be switched separately from other lighting systems. ELECTRICAL 1. Provide at least one 20-amp GFCI protected receptacle within 36” of the outside edge of the each bathroom sink basin. [CEC 210.52(D)] · Receptacle shall be located on a wall or partition that is adjacent to the basin, on the countertop, or installed on the side or face of the basin cabinet not more than 12” below the top of the basin. · All receptacles shall be tamper-resistant (TR). [406.12] 2. A minimum of one 120-V/20-amp branch circuit is required for bathroom receptacle(s). Such circuit shall have no other receptacles. [210.11(C)(3)] 3. All 125-V, single-phase, 15- and 20-amp receptacles installed in bathrooms shall have GFCI protection. The GFCI shallbe installed in a readily accessible location. [210.8] 4. Receptacles shall not be installed within or directly over a bathtub or shower stall. [406.9(C)] 5. Countertop receptacles shall meet all of the following requirements: [CEC 210.8, 210.52, 406.12] · All receptacles shall be GFCI protected and tamper-resistant (TR). · Wall receptacle shall be provided at all wall countertop spaces with a minimum dimension of 12” wide · Be located so that no point along the wall line is more than 24” measured horizontally from a receptacle in the countertop space. · Receptacles shall be located no more than 20” above countertop. · Islands/peninsulas (min. long dimension of 24” & short dimension of 12”) shall have at least one receptacle mounted not more than 12 inches below the countertop and where the countertop does not extend more than 6inches beyond its support base. 6. All receptacles at the following location shall be GFCI protected and tamper-resistant (TR): · Within 6-ft of the outside edge of the sink. · Supplying dishwashers 7. GFCI shall be installed in a readily accessible location. 8. Kitchen receptacles shall be supplied by circuits meeting all of the following requirements: [210.11(C), 210.52, 422.16] · Minimum of two 20-amp small-appliance branch circuits shall be provided to serve all wall & floor receptacles, and countertop receptacles. No small-appliance branch circuit shall serve more than one kitchen · A dedicated circuit is required for cord and plug connected range exhaust (range) hoods. Separate circuits may be required for the garbage disposal, dishwasher, and built-in microwave based on the manufacturer’srequirements and the motor rating. · The existing electrical panel may need to be upgraded, or a sub-panel added, if the requirements above cannot be accommodated. 9. All 120-V, single-phase, 15- and 20-amp branch circuits supply outlets or devices installed in kitchens shall be AFCI protected. The AFCI shall be installed in a readily accessible location. [210.12] SMOKE AND CARBON MONOXIDE ALARMS 1. Smoke alarms shall be installed in each sleeping room, on the ceiling or wall outside each separate sleeping area in the immediate vicinity of the bedrooms, on each story of a multistory unit, in habitable attics, and in basements. [CRC R314.3] 2. Smoke alarms shall be listed and labeled in accordance with UL 217 and installed in accordance with the provisions of NFPA 72. Alarms shall be tested and maintained in accordance with the manufacturer’s instructions. Alarms that no longer function must be replaced. 3. Carbon monoxide alarms are not required if there is no fuel-burning appliances or fireplace in the unit and where the garage is detached from the unit. [R315.2.1] 4. Carbon monoxide alarms shall be installed on the ceiling or wall (above the door header) outside each separatesleeping area in the immediate vicinity of the bedrooms, on every occupiable level, in basements, and in bedrooms where a fuel-burning appliance is located within the bedroom or its attached bathroom. [R315.3] 5. Carbon monoxide alarms (including smoke & carbon monoxide combination alarms) shall be listed and labeled in accordance with UL 2034 (and UL 217 for combo alarms) and installed & maintained in accordance with NFPA 720 & manufacturer’s instructions. 6. In multi-family buildings, all required carbon monoxide alarms shall be equipped with the capability to support visiblealarm notification in accordance with NFPA 720. [CBC 915.7] ENERGY (TITLE-24) 1. All exterior walls exposed during construction shall be insulated with min. R-13 for 2x4 studs or min. R-19 for 2x6 or greater studs. [CEnC 150.2(b), 150.0(c)] 2. All roof/ceilings exposed during construction shall be insulated with min. R-19. [150.2(b), 150.0(a)1] 3. All accessible joints, penetrations, and other openings in the building envelope about the area of work shall be caulked,gasketed, weather stripped, or otherwise sealed. [110.7] GREEN BUILDING STANDARDS 1. Adhesives, sealants, caulks, paints, & coatings shall comply with the VOC limits. [CalGreen 4.504.2.1 & 4.504.2.2] 2. Aerosol paints & coatings shall meet the Product-Weighted MIR Limits for ROC. [4.504.2.3] 3. Minimum 80% of the installed resilient flooring shall comply with one or more certified products per Section 4.504.4. 4. Interior use of hardwood plywood, particle board, and medium density fiberboard composite wood products shall comply with the formaldehyde limits per Table 4.504.5. 5. New framing shall not be enclosed when the framing members have a moisture context exceeding 19%. [4.505.3 PAVING 1. All parking areas, circulation aisles, and accessways (including driveways) shall be paved with Portland cementconcrete.(PMC §17.46.300) 164" = 1'-0" G0.04 FIGURE GROUND PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 KEY PROPERTY LINE POOL BUILDING FOOTPRINT PROPOSED SINGLE-FAMILY DWELLING FOOTPRINT TO BE COMPATIBLE WITH NEIGHBORHOOD 1530 SCENIC DRIVE 1 FIGURE GROUND PLAN WALK-IN CLOSET MASTER BEDROOM MASTER BATHROOM OPEN TO BELOW HALLWAY MECH. LAUNDRY BATH 01 BATH- ROOM 03 BEDROOM 01 BEDROOM 02 BATH 02 BEDROOM 03 2,315 ft² OPEN TO ABOVE 85 ft² OPEN TO BELOW 28 ft² LIVING ROOM DINING ROOM KITCHEN ENTRY OPEN TO BELOW ELEV. UTILITY POWDER PANTRY OPEN TO ABOVE 53 ft² 1,580 ft² 78 ft² 27 ft² 29 ft² OPEN TO ABOVE 85 ft² 2,540 ft² 52 ft² 66 ft² 27 ft² GARAGE ELEV. MECH. UTILITY OPEN TO ABOVE APN Address Zone Overlay Lot Size House Size FAR 5704-025-012 1475 VISTA LN RS4 HD 5813 1218 0.209530363 5704-027-014 1556 SCENIC DR RS2 HD 20855 1245 0.059697914 5704-024-024 1526 VISTA LN RS4 HD 10599 1267 0.119539579 5704-024-022 1519 ARROYO VIEW DR RS4 HD 9216 1346 0.146050347 5704-025-015 1484 SCENIC DR RS4 HD 5527 1358 0.245702913 5704-025-014 1485 VISTA LN RS4 HD 6138 1380 0.224828935 5704-029-014 1545 SCENIC DR RS4 HD 8897 1425 0.160166348 5704-025-005 1519 VISTA LN RS4 HD 9961 1440 0.144563799 5704-025-008 1507 VISTA LN RS4 HD 8721 1443 0.165462676 5704-024-025 1538 VISTA LN RS4 HD 12955 1451 0.112003088 5704-024-016 1480 VISTA LN RS4 HD 7489 1468 0.196020831 5704-029-019 1500 LANCASHIRE PL RS4 HD 11990 1500 0.125104254 5704-024-021 1510 VISTA LN RS4 HD 8170 1544 0.188984088 5704-025-011 1470 SCENIC DR RS4 HD 7111 1550 0.217972156 5704-025-007 1502 SCENIC DR RS4 HD 9285 1558 0.167797523 5704-024-020 1500 VISTA LN RS4 HD 7945 1616 0.203398364 5704-029-004 1457 SCENIC DR RS4 HD 8739 1652 0.189037647 5704-027-015 1554 SCENIC DR RS2 HD 22837 1696 0.074265446 5704-025-006 1508 SCENIC DR RS4 HD 9661 1711 0.177103819 5704-024-014 1483 ARROYO VIEW DR RS4 HD 11061 1736 0.156947835 5704-029-006 1475 SCENIC DR RS4 HD 10047 1737 0.172887429 5704-029-011 1521 SCENIC DR RS4 HD 9844 1800 0.182852499 5704-029-013 1535 SCENIC DR RS4 HD 8936 1851 0.20713966 5704-029-009 1501 SCENIC DR RS4 HD 12654 1856 0.146672989 5704-029-003 1449 SCENIC DR RS4 HD 8816 1876 0.212794918 5704-029-015 1551 SCENIC DR RS4 HD 11447 1889 0.165021403 5704-026-007 1555 VISTA LN RS2 HD 85912 1908 0.022208772 5704-029-007 1485 SCENIC DR RS4 HD 15507 1911 0.123234668 5704-028-019 1620 KNOLLWOOD DR RS4 HD 10420 1931 0.185316699 5704-027-010 1560 SCENIC DR RS2 HD 27538 1940 0.070448108 5704-024-023 1525 ARROYO VIEW DR RS4 HD 11583 1946 0.168004835 5704-027-002 1560 KNOLLWOOD TER RS4 HD 11527 1956 0.169688557 5704-024-015 1470 VISTA LN RS4 HD 7894 2016 0.255383836 5704-025-009 1495 VISTA LN RS4 HD 8579 2042 0.23802308 5704-029-020 1510 LANCASHIRE PL RS4 HD 12692 2045 0.161125118 5704-024-019 1507 ARROYO VIEW DR RS4 HD 8888 2055 0.231210621 5704-029-005 1465 SCENIC DR RS4 HD 11312 2074 0.18334512 5704-025-004 1529 VISTA LN RS4 HD 12422 2132 0.171630977 5704-029-012 1527 SCENIC DR RS4 HD 9241 2152 0.23287523 5704-025-013 1455 VISTA LN RS4 HD 8920 2159 0.242040359 5704-025-010 1494 SCENIC DR RS4 HD 8379 2161 0.257906671 5704-024-013 1471 ARROYO VIEW DR RS4 HD 9859 2176 0.22071204 5704-029-024 1545 LANCASHIRE PL RS4 HD 16437 2195 0.133540184 5704-029-023 1540 LANCASHIRE PL RS4 HD 17194 2208 0.12841689 5704-027-001 1550 KNOLLWOOD TER RS4 HD 17924 2235 0.124693149 5704-024-018 1495 ARROYO VIEW DR RS4 HD 8878 2280 0.256814598 5704-029-018 1490 LANCASHIRE PL RS4 HD 11949 2298 0.192317349 5704-029-022 1530 LANCASHIRE PL RS4 HD 13809 2407 0.174306612 5704-024-012 1450 VISTA LN RS4 HD 7794 2492 0.319733128 5705-020-025 1525 PEGFAIR ESTATES DR RS4 HD 12373 2494 0.20156793 5705-020-023 1545 PEGFAIR ESTATES DR RS4 HD 12814 2504 0.195411269 5704-029-026 1615 KNOLLWOOD DR RS4 HD 25118 2547 0.101401385 5704-026-009 1540 ARROYO VIEW DR RS2 HD 61000 2597 0.04257377 5704-024-017 1490 VISTA LN RS4 HD 7802 2616 0.335298641 5704-029-010 1509 SCENIC DR RS4 HD 8403 2619 0.311674402 5705-020-024 1535 PEGFAIR ESTATES DR RS4 HD 12548 2706 0.215651897 5704-029-008 1493 SCENIC DR RS4 HD 6357 2782 0.437627812 5704-024-001 1535 ARROYO VIEW DR RS4 HD 15859 2796 0.176303676 5704-025-003 1549 VISTA LN RS4 HD 10900 2806 0.257431193 5704-027-012 1555 SCENIC DR RS2 HD 34456 2826 0.082017646 5704-029-027 1625 KNOLLWOOD DR RS4 HD 12432 2868 0.230694981 5704-029-021 1520 LANCASHIRE PL RS4 HD 12431 2914 0.234413965 5704-029-025 1535 LANCASHIRE PL RS4 HD 13752 3059 0.222440372 5704-025-001 1550 SCENIC DR RS4 HD 19856 3346 0.168513296 5704-029-028 1635 KNOLLWOOD DR RS4 HD 14254 3357 0.235512839 5704-026-006 1613 VISTA LN RS2 HD 395875 3943 0.009960215 5704-027-017 1563 SCENIC DR RS2 HD 19346 4134 0.213687584 5704-027-016 1557 SCENIC DR RS2 HD 28578 4549 0.159178389 5704-027-018 1568 SCENIC DR RS2 HD 19869 4619 0.232472696 5704-025-002 1530 SCENIC DR RS4 HD 29980 0 5704-026-008 1320 INVERNESS DR RS2 HD 140750 0 5704-029-900 1601 KNOLLWOOD DR RS4 HD 1573 0 Median 2045 Average FAR 0.184034 Median +35% 2761 DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 N.T.S. G0.05 FLOOR AREA DIAGRAMS & NEIGHBORHOOD COMPATIBILITY DATA 5 NEIGHBORHOOD COMPATIBILITY DATA LEGEND PASADENA MUNICIPAL CODE TITLE 17 - ZONING CODE SECTION 17.80.020 - DEFINITIONS FLOOR AREA, GROSS. 1. FOR PROJECTS SUBJECT TO THE RS AND RM-12 DEVELOPMENT STANDARDS, "GROSS FLOOR AREA" MEANS THE FLOOR AREA BETWEEN THE FLOOR AND THE ROOF ABOVE IT, AS MEASURED FROM THE OUTSIDE EDGE OF THE EXTERIOR WALLS OF THE MAIN STRUCTURE AND ALL ACCESSORY STRUCTURES, INCLUDING REQUIRED PARKING (EITHER GARAGE OR CARPORT). ANY PORTION OF A STRUCTURE, INCLUDING STAIRWELLS, OVER 17 FEET IN INTERIOR HEIGHT, IS COUNTED TWICE FOR PURPOSES OF COMPUTING FLOOR AREA. FOR FLAG LOTS, SEE 17.40.050 D (DEVELOPMENT STANDARDS FOR FLAG LOTS). STAIRWAYS (COUNTED ONCE) FLOOR AREA OVER 17 FEET IN HEIGHT (COUNTED TWICE) FLOOR AREA MAXIMUM ALLOWABLE GROSS FLOOR AREA PER ALLOWABLE FAR: Allowable Base FAR: (Developable Lot Area x 0.25) + 500 Developable Lot Area = 27,335 SF (27,335 x 0.25) + 500 = 7,333 SF BELOW GRADE (2,540 ft² + 79 ft² + 66 ft²) FIRST LEVEL (1,580 ft² + 194 ft² + 78 ft²) SECOND LEVEL (2,315 ft² + 113 ft²) TOTAL 2,685 ft² 1,852 ft² 2,428 ft² 6,965 ft² 4 FLOOR AREA CALCULATIONS: GROSS FLOOR AREA PER SLOPE BAND ANALYSIS: Average slope: 0.25 per survey Base FAR reduction by slope (17.29.060): (B) x (1 - ((C - 0.15) / 2)) (7,333) x (1 - ((0.25 - 0.15) /2)) = 6,966 SF PROPOSED FLOOR AREA TOTALS 4'-6" 7'-0" 18'-6" 8'-67 8" 34'-918" 61'-10"
7'-10" 21'-5"
7'-9"
29'-3" 61'-10"
39'-1012" 8'-418"
42'-2"
48'-25 8" 18'-6" 23'-518" 2 FIRST LEVEL - FLOOR AREA DIAGRAM SCALE: 3/32"=1'-0" 3 SECOND LEVEL - FLOOR AREA DIAGRAM SCALE: 3/32"=1'-0" 18'-6" 44'-10" 7'-9" 7'-10" 25'-03 4" 4'-6" 5'-07 8" 40'-1118"
15'-7"
4'-6"
18'-11" 1 BELOW GRADE LEVEL - FLOOR AREA DIAGRAM SCALE: 3/32"=1'-0" Neighborhood Median SF: All Properties Median Median + 35% 2,761 SF 2,045 SF 5 FLOOR AREA CALCULATIONS: NEIGHBORHOOD COMPATIBILITY PASADENA MUNICIPAL CODE TITLE 17 - ZONING CODE SECTION 17.29.060.F NEIGHBORHOOD COMPATIBILITY In addition to the floor area ratio requirements of Section 17.29.060.A, the allowable floor area of the house shall not be greater than 35 percent above the median floor area of the existing houses within the established radius (excluding garages and other accessory structures). Floor area shall be determined using primary residence data from the Los Angeles County Assessor. For lots larger than 20,000 square feet in size, the review authority may approve additional floor area if it does not exceed the average FAR of the neighborhood after first making the findings in Section 17.29.080.G following a review of site conditions and compliance with the remainder of the Hillside District standards. Lot Size 29,891 ft² Average Neighborhood FAR .184034 Max. Area for Approval (Lot Size x FAR) 5,501 ft² Max. Area for Approval per 17.29.060.F (Neighborhood Compatibility) FIRST LEVEL (1,580 ft² + 194 ft² + 78 ft²) SECOND LEVEL (2,315 ft² + 113 ft²) TOTAL FAR (FLOOR AREA/LOT AREA) = 4,280 ft² / 29,891 ft² 1,852 ft² 2,428 ft² 4,280 ft² .143186 PROPOSED FLOOR AREA TOTALS (EXCLUDES GARAGES AND OTHER ACCESSORY STRUCTURES) Floor Area Calculation per 17.29.060.F (Neighborhood Compatibility) PROPOSED PROJECT FAR = 14.3% PROPOSED PROJECT FAR (14.3%) IS BELOW AVERAGE NEIGHBORHOOD FAR (18%) PROPOSED PROJECT AREA (4,280 SF) IS BELOW MAX AREA FOR APPROVAL (5,501 SF) 19'-107 8" 16'-1114" 24'-63 4" 5'-07 8" 11'-4"
4'-73 4" 5'-07 8"
5'-45 8"
27'-612"
6'-05 8" 11'-6"
16'-1114" 6'-67 8"
4'-57 8" 5'-07 8"
5'-45 8"
16'-1114" 6'-67 8"
4'-57 8"
8" 8" 8"
10"
16'-11" 6'-0"8"
2'-112" 2'-2" 5'-814"
4 1 2 35 6 7 8 9 10 11 12
V I S T A L N S C E N I C D R
L A N C A S H I R E P L
A R R O Y O
V I E W D R F A I R E S T A T E S D R P E G L I D A S T
K N O L L W O O D
D R
K N O L L
W O O D
T E R
I N V E R N E S S D R SUBJECT PROPERTY 1530 SCENIC DRIVE 5 0 0 F O O T R A D I U S DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 N.T.S. G0.06 NEIGHBORHOOD COMPATIBILITY PHOTO INDEX PHOTO INDEX MAP SCALE: N.T.S. LEGEND 1 1430 ARROYO VIEW DR 2 1471 ARROYO VIEW DR 3 1483 ARROYO VIEW DR 4 1530 ARROYO VIEW DR 5 1535 ARROYO VIEW DR 6 1526 VISTA LN 7 1475 SCENIC DR 8 1502 SCENIC DR 9 1554 SCENIC DR 10 LANCASHIRE PL 11 1530 LANCASHIRE PL 12 1535 LANCASHIRE PL 1500 1506 1 1430 ARROYO VIEW DRIVE 2 1471 ARROYO VIEW DRIVE 3 1483 ARROYO VIEW DRIVE 4 1530 ARROYO VIEW DRIVE 5 1535 ARROYO VIEW DRIVE 6 1526 VISTA LANE 4 1 2 35 6 7 8 9 10 11 12
V I S T A L N S C E N I C D R
L A N C A S H I R E P L
A R R O Y O
V I E W D R F A I R E S T A T E S D R P E G L I D A S T
K N O L L W O O D
D R
K N O L L
W O O D
T E R
I N V E R N E S S D R SUBJECT PROPERTY 1530 SCENIC DRIVE 5 0 0 F O O T R A D I U S DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 N.T.S. G0.06 NEIGHBORHOOD COMPATIBILITY PHOTO INDEX PHOTO INDEX MAP SCALE: N.T.S. LEGEND 1 1430 ARROYO VIEW DR 2 1471 ARROYO VIEW DR 3 1483 ARROYO VIEW DR 4 1530 ARROYO VIEW DR 5 1535 ARROYO VIEW DR 6 1526 VISTA LN 7 1475 SCENIC DR 8 1502 SCENIC DR 9 1554 SCENIC DR 10 LANCASHIRE PL 11 1530 LANCASHIRE PL 12 1535 LANCASHIRE PL 1500 1506 7 1475 SCENIC DRIVE 8 1502 SCENIC DRIVE 9 1554 SCENIC DRIVE 10 1500 1506 LANCASHIRE DRIVE 11 1530 LANCASHIRE DRIVE 12 1535 LANCASHIRE PLACE 102 SET SCRIBE X N: 4959.86 E: 10022.54 EL=1074.89 x x x x x x x x x x x x x x x x N65°32'02"E 25.00' S65°32'02"W 25.00' S64°48'17"W 24.65'
N24°27'58"W 229.21'
N24°27'58"W 30.00'
S52°58'14"E 269.95'
S37°01'46"W 25.00'
S37°01'46"W 25.00'
S15°45'49"E 66.09'
N65°14'44"E 145.22'
S52°58'14"E 49.22'
S14°53'44"W 124.38' S88°08'46"W 67.70' N64°48'17"E 155.20' S5°17'47"W 155.52' N88°08'46"E 142.83'
S16°31'06"W 169.33'
1070
1065
1060
1055
1050
1045 1045 1050 1055 1060
1065 1065 1060
1055
1050
1050
1055
1060
1065
1075
1080
1079
1078
10771075 S52°58'14"E 30.00'
1079
1078
1077
1076
1075
1074
1073
1075 L=55.21' R=143.11' ∆=22°06'17" S24°27'58"E 10.22' S16°31'06"W 2.06' 0.35' PROPERTY LINE PROPERTY LINE PROPERTY LINE Page 2 of 2 Document Number Agency Index BPELSG-2016 Line Table Line # L1L2L3L4L5L6L7L8L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 Length 2.00' 23.88' 39.83' 37.83' 2.00' 49.22' 30.00' 30.00' 24.65' 0.35' 10.22' 0.27' 24.74' 0.97' 24.04' 9.49' 25.61' 17.79' 7.24' 1.00' 10.54' 64.09' 2.06' 63.77' Direction S88°08'46"W N39°49'14"E S88°08'46"W S88°08'46"W S14°53'44"W S52°58'14"E S52°58'14"E N24°27'58"W S64°48'17"W N64°48'17"E S24°27'58"E N65°14'44"E S65°32'02"W S64°11'12"W N64°11'12"E N77°02'31"W S30°05'43"W N55°25'26"W N77°51'09"E N89°28'34"W N24°27'58"W S24°27'58"E S16°31'06"W N24°27'58"W Curve Table Curve # C1 C2 C3 Delta 28°30'16" 6°23'59" 22°06'17" Radius 93.11' 143.11' 143.11' Length 46.32' 15.98' 55.21' G H J H H E E F B A B C D C K SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on Signed P.L.S. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed Signed P.L.S. or R.C.E. No. Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 N. Units Metric U.S. Survey Foot Horizontal Datum Zone Vertical Datum Epoch Date Elevation E. CORNER RECORD CORNER TYPE City of Brief Legal Description Agency Index Document Number County of , California 8771 8773 Other: Found and tagged Left as found Established Rebuilt Pre-Construction Reestablished Referenced Post-Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: Government Corner Meander Rancho Control Property Other Date of Survey Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 COORDINATES (Optional ) See sheet #2 for description (s): 8765(d) LOS ANGELES LOT 18, TRACT 9664, M.B. 145-73/74 PASADENA ALL MONUMENTS FOUND OR SET ARE FLUSH UNLESS OTHERWISE NOTED BEING A SURVEY OF: 1530 SCENIC DRIVE IN THE CITY OF TAX APN: PASADENA 5704-025-002 , THOMAS GUIDE 565-D1 HE , E INC G & MAPPING SURVEYIN NNONIA NR FO LI R N CA HT U OS . 19 88 Filename C:\DATA\DWG\HENNON\4119\4119-ADS-2021-12-10-UPDATE-MARCH-2025-EXPORT2 , was plotted on: 2025/03/28 By:Richard 102 SET SCRIBE X N: 4959.86 E: 10022.54 EL=1074.89 x x x x x x x x x x x x x x x x N65°32'02"E 25.00' S65°32'02"W 25.00' S64°48'17"W 24.65'
N24°27'58"W 229.21'
N24°27'58"W 30.00'
S52°58'14"E 269.95'
S37°01'46"W 25.00'
S37°01'46"W 25.00'
S15°45'49"E 66.09'
N65°14'44"E 145.22'
S52°58'14"E 49.22'
S14°53'44"W 124.38' S88°08'46"W 67.70' N64°48'17"E 155.20' S5°17'47"W 155.52' N88°08'46"E 142.83'
S16°31'06"W 169.33'
1070
1065
1060
1055
1050
1045 1045 1050 1055 1060
1065 1065 1060
1055
1050
1050
1055
1060
1065
1075
1080
1079
1078
10771075 S52°58'14"E 30.00'
1079
1078
1077
1076
1075
1074
1073
1075 L=55.21' R=143.11' ∆=22°06'17" S24°27'58"E 10.22' S16°31'06"W 2.06' 0.35' PROPERTY LINE PROPERTY LINE PROPERTY LINE Slope Area Table Number 123 Minimum Slope 0.00% 15.01% 50.00% Maximum Slope 15.00% 49.99% 99.99% Area (S.F.) 7,676 19,659 2,556 Color (AREA NOT INCLUDED IN CALCULATIONS) TOTAL PARCEL AREA = 29,891 S.F. = 0.686 Ac TOTAL DEVELOPABLE AREA = 27,335 S.F. = 0.628 Ac HE , E INC G & MAPPING SURVEYIN NNONIA NR FO LI R N CA HT U OS . 19 88 Filename C:\DATA\DWG\HENNON\4119\4119-SBA-CALCS-CTRS-UPDATE-PER-COMMENT-MARCH-2024-VERIFIED-CONTOUR-CALCS-NOT-ISSUED_ORPLOTTED-STAMP-MARCH-2025 , was plotted on: 2025/03/28 By:Richard
AcDbZombieEntity (ObjectDBX Classes)
AcDbZombieEntity (ObjectDBX Classes)
AcDbZombieEntity (ObjectDBX Classes)
AcDbZombieEntity (ObjectDBX Classes)
AcDbZombieEntity (ObjectDBX Classes)
AcDbZombieEntity (ObjectDBX Classes)
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE x x x x x x x x x x x x x x x x N65°32'02"E 25.00' S65°32'02"W 25.00' S64°48'17"W 24.65'
N24°27'58"W 229.21'
N24°27'58"W 30.00'
S52°58'14"E 269.95'
S37°01'46"W 25.00'
S37°01'46"W 25.00'
S15°45'49"E 66.09'
N65°14'44"E 145.22'
S52°58'14"E 49.22'
S14°53'44"W 124.38'
S88°08'46"W 67.70' N64°48'17"E 155.20' S5°17'47"W 155.52' N88°08'46"E 142.83'
S16°31'06"W 169.33'
1070
1065
1060
1055
1050
1045
1045
1050
1055
1060
1065
1065
1060
1055
1050
1050
1055
1060
1065
1075
1080
1079
1078
10771075 S52°58'14"E 30.00'
1079
1078
1077
1076
1075
1074
1073
1075 L=55.21' R=143.11' ∆=22°06'17" S24°27'58"E 10.22' S16°31'06"W 2.06' 0.35' AcDbZombieEntity (ObjectDBX Classes) AeccDbCogoPoint (AeccLand120) HE , E INC G & MAPPING SURVEYIN NNONIA N R F O LI R N C A HT U OS . 19 88 Filename E:\CARLBERG\DOCUMENTS\CARLBERG ASSOCIATES\PROJECTS\CITY OF PASADENA\SCENIC DRIVE - TOLO ARCHITECTURE\CAD\2024\SCENIC DRIVE - TREE LOCATION EXHIBIT_06.28.24 , was plotted on:
2024/07/18 By:Scott McAllaster CITY OF PASADENA PROTECTED TREE TREE INVENTORY LEGEND # NON-PROTECTED TREE # NOTE: INVENTORIED TREES PLOTTED OUTSIDE PROPERTY LINE BOUNDARIES ARE DESIGNATED "ST" FOR CITY STREET TREE AND "OS" FOR BEING LOCATED OFF-SITE. PROTECTED TREE CANOPY DATE PREPARED: 06/28/24 PREPARED BY: S. McALLASTER ISA CERTIFIED ARBORIST REVIEWED BY: CY CARLBERG, RCA #405 TREE INVENTORY TABLE ROOT PROTECTION ZONE TREE INVENTORY TABLE NON-PROTECTED TREE CANOPY 1070 1055 1050 1045 1045 1050 1055 1060 1065 1060 1055 1050 1050 1055 1065 1075 1060 1060 1065 1070 1065 1070 1065 X X XX X X X XX X X X X X X X X X X X X X X X X X X X X X X X X 116" = 1'-0" TR1.02 TREE IMPACT EXHIBIT AND PROTECTION PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1024 Wilde Street TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 06.28.2024 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUBMITTAL 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] 1 SITE PLAN 1550 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE) SCENIC DRIVE PROPERTY LINE 1530 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE) PROPERTY LINE PROPERTY LINE 1508 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE) REAR YARD SETBACK SPA POOL POOL DECK DECK SIDE YARD SETBACK PROPERTY LINE PROPERTY LINE FRONT YARD SETBACK LENGTH: 87'-43 4" SIDE YARD SETBACK SIDE YARD SETBACK AVERAGE BLOCKFACE FRONT YARD SETBACK 142'-10" 25'-0" 8'-9" 8'-9" 25'-0" VICINITY MAP, N.T.S. 1 A3.03 1 A3.04 1 A3.01 1 A3.02 1 A4.01 1 A4.02 15'-0" 15'-0" 6'-0" SLAB-ON-GRADE CONCRETE STAIR AND WALKWAY 17'-7" 104'-1" DRIVEWAY TO BELOW GRADE LEVEL GARAGE MAXIMUM 15% SLOPE 11'-0" 8'-9" PROPERTY LINE NEIGHBORING PROPERTY SETBACK LINE KEY 25'-11" 6'-0" LANDSCAPE STEPS 102'-5" 169'-5" 155'-6" 155'-4" 64'-10" 13'-5" 27'-7" CITY OF PASADENA PROTECTED TREE TREE INVENTORY LEGEND # NON-PROTECTED TREE # PROTECTED TREE CANOPY DATE PREPARED: 12/27/23 PREPARED BY: S. McALLASTER ISA CERTIFIED ARBORIST REVIEWED BY: CY CARLBERG, RCA #405 ROOT PROTECTION ZONE TREE INVENTORY TABLE NOTE: INVENTORIED TREES PLOTTED OUTSIDE PROPERTY LINE BOUNDARIES ARE DESIGNATED "OS" FOR BEING LOCATED OFF-SITE AND "ST" FOR BEING A STREET TREE. PRELIMINARY TREE PROTECTION FENCING (TPF) XX PROTECTED TREE TO BE REMOVED NON-PROTECTED TREE TO BE REMOVED NON-PROTECTED TREE CANOPY Revised: 10.11.24 DATE REVISED: 10/11/24 116" = 1'-0" TR1.02 TREE IMPACT EXHIBIT AND PROTECTION PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1024 Wilde Street TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 06.28.2024 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUBMITTAL 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] Tree Protection Notes: Root Protection Zone The Root Protection Zone is defined as the area within a circle with a radius equal to the greatest distance from the trunk to any overhanging foliage in the canopy. Tree roots are generally located in the top 12 - 36 inches of soil and can extend to a distance exceeding the trees height and/or width. The larger, structural roots located 3-5 feet from the trunk are often relatively inactive, and if cut, can become infected with root disease that may cause a column of decay or sapwood death in the trunk and root collar. Dieback related to cambium death will reach the lateral branches and top of the tree with time. The smaller feeder/absorptive roots of the tree can sustain damage during construction from lack of water, soil compaction or physical damage resulting from cutting. The following guidelines are designed to minimize damage to the root system of trees to remain on construction sites. 1. Some encroachments may be unavoidable. The Project Arborist shall monitor all work that must be performed in the Root Protection Zone. 2. Protective chain-link fencing, at least five feet in height, with an access gate of minimal width should be installed at the Root Protection Zone of protected trees (or as drawn on the Tree Protection Plan) and approved in place by the Project Arborist and city staff prior to the commencement of any demolition, grubbing, grading or construction. This pertains to both public (parkway trees, etc.) and private trees. 3. When chain link fencing cannot be placed to the limits of the Root Protection Zone, the Project Arborist may require that orange snow fencing be placed at the limits of the Root Protection Zone as a temporary protection measure until the encroachment work will be performed. This will be determined at a pre-demo/pre-construction job site meeting with the contractor and/or applicant. 4. The Root Protection Zone should be irrigated sufficiently with clean potable water to keep the tree in good health and vigor before, during, and after construction. This may mean deeply soaking the ground periodically. Installation of layers of sand bags or other material to create a watering well, or berm, may be necessary. The Project Arborist will recommend this activity, if necessary. 5. No construction staging or disposal of construction materials or byproducts including but not limited to paint, plaster, or chemical solutions is allowed in the Root Protection Zone. 6. The Root Protection Zone should not be subjected to flooding incidental to the construction work. 7. All work conducted in the ground within the Root Protection Zone of any protected tree should be accomplished with hand tools, unless an air-spade is utilized, or as approved and monitored by the Project Arborist. Trenches in the Root Protection Zone should be tunneled, or completed with an air-spade to avoid damage to small feeder roots within the root protection zone. Information regarding air-spades is available from the project arborist. 8. Any required trenching should be routed in such a manner as to minimize root damage. Radial trenching (radial to the tree trunk) is preferred as it is less harmful than tangential trenching. Construction activity should be diverted from the Root Protection Zone. Cutting of roots should be avoided (i.e. place pipes and cables below uncut roots). Wherever possible and in accordance with applicable code requirements, the same trench should be used for multiple utilities. 9. Unless approved on the grading, civil, landscape, or other plans, “natural” or pre-construction grade should be maintained in the Root Protection Zone. At no time during or after construction should soil be in contact with the trunk of the tree above the basal flare. Inspections 1. Inspection of Protective Fencing: The Project Arborist shall inspect the tree protection fencing prior to demolition, grubbing, grading, or construction. City staff may also inspect fencing to verify placement and approval of materials prior to the commencement of demolition, grading, or construction. 2. Pre-construction meeting. City staff may require an on-site pre-construction meeting with the contractor and or applicant to discuss tree protection with the site supervisor, grading equipment contractors, and demolition crew. The Project Arborist shall be present at that meeting. 3. Inspection of rough grading. City staff my require inspection to ensure protected trees will not be injured by compaction, cut or fill, drainage and trenching activities. 4. Special Activity in the Tree Protection Zone: The Project Arborist shall provide direct on-site supervision of work in the tree protection zone, as they deem appropriate. 5. Periodic Inspections: City staff may require inspections verifying adherence to tree protection measures during the on-going construction process. Allow a minimum of 48 hours for scheduling inspections. 6. The Project Arborist shall report discrepancies or deficiencies in Tree Protection to the site superintendent for corrective action. If corrective actions are not taken in a reasonable time frame, the Project Arborist may notify City staff for enforcement action. Definitions 1. Basal flare or root crown means the tree trunk where it emerges from the root system and flares out to create the base of the tree. 2. Canopy means the area of a tree that consists primarily of branches and leaves. 3. Dripline means the outermost area of the tree canopy (leafy area of tree). 4. Certified Arborist means an individual who has demonstrated knowledge and competency through obtainment of the current International Society of Arboriculture arborist certification. 5. Root Protection Zone means the area within a circle with a radius equal to the greatest distance from the trunk to any overhanging foliage in the tree canopy. 6. Tree Protection Zone (TPZ) for Right-of-Way trees is dripline plus four radial feet per tree planting and protection conditions revised 03/15/17. Final Protected Zone to be determined by Urban Forestry Staff. Public Trees-Maintained by the City of Pasadena Trees that are located in the parkway between the curb face and the property line, and therefore are public trees. To have any work done on these trees, including installation of Tree Protection Fencing, contact Forestry Operations at 626-744-4321. A permit is required for fencing parkway trees. 10. In areas where the grade around the protected tree will be lowered, some root cutting may be unavoidable. Cuts should be clean and made at right angles to the roots. When practical, cut roots back to a branching lateral root. The Project Arborist shall monitor all root pruning. 11. When removing existing pavement in the Root Protection Zone, avoid the use of heavy equipment, which will compact and damage the root system. The Project Arborist shall monitor all demolition activities in the Root Protection Zones. 12. If the Project Arborist requires mulch in the Root Protection Zone, the mulch materials and location will be shown on the plan. 13. Root damage and soil compaction may be mitigated in some cases by using plywood, mulch, or mulch and plywood in the Root Protection Zone. The Project Arborist may require this action at any point during demolition and construction as the project progresses and will work with the contractor to implement the best management practices. 14. Weather proof, minimum 8 x 10 inches, signage shall be applied to the fencing on all sides that states: Tree Protection Fencing Do Not Remove Without Authorization From The City of Pasadena Questions - call Project Arborist: Carlberg Associates Christy Cuba (626) 428-5072 or Cy Carlberg (310) 451-4804 Note: This fencing detail is standard for Private Property Protected Trees. Non-protected trees may be fenced with orange snow fencing as described in the standard notes on this sheet. This detail is for general reference when there are no Protected Trees in a project area. Note: Public street / parkway trees must be fenced according to this standard detail prepared by the City of Pasadena Department of Public Works. Pruning 1. Pruning shall be monitored by the Project Arborist at intervals and durations as they see fit to maintain tree integrity. 2. Pruning of all trees should be in accordance with industry standards ( International Society of Arboriculture or ANZI 133.1). 3. Pruning of oaks should be limited to the removal of dead wood and the correction of potentially hazardous conditions, as evaluated by the Project Arborist. Excessive pruning is harmful to oaks and many other trees. Removal or reduction of major structural limbs should be done only as required for actual building clearance or safety, and only at the recommendation of the Project Arborist. If limbs must be removed, cuts should be made perpendicular to the branch, to limit the size of the cut face. The branch bark collar should be preserved (i. e. no “flush cuts”), and cuts should be made in such a way as to prevent the tearing of bark from the tree. 4. Pruning of trees other than oaks should be limited to the removal or reduction of major structural limbs and should be done only as required for actual building clearance or safety, and only at the recommendation of the Project Arborist. If limbs must be removed, cuts should be made perpendicular to the branch, to limit the size of the cut face. The branch bark collar should be preserved (i.e. no “flush cuts”), and cuts should be made in such a way as to prevent the tearing of bark from the tree. 5. Landmark Trees must be pruned by or under the direction of a qualified arborist. Revised: 10.11.24 0 2 4 8 16 Feet Scale: 1/8" = 1'-0" Preliminary Construction Plan L1.01 These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. Plan Control: XX By Date Job Number Design Staff
Project ManagerPrincipal Client Zuming Chen & Ye Hong C920 Granite Dr. #412 Pasadena, CA 91101 T: 213-705-1983E22-047 JCNERW 1st City Sub. XX Month 2023 1530 Scenic Drive Pasadena, California 91103 Scenic Drive Park Design Case Number: 00000000 - PPD Approved Park Plan Number: 0000000 - PPP Playground Plan Number: 00000000 - PPA Tract: TR 9664 Site Area: .685 ACRES Revisions Plan Check Number: 00000000-PARK HDP RW RE G RE S E IST ARSignature 10/31/23 Expiration Date AND D L PE SCA E TC A C IT H I N TAT R CDate OF E O I F AL NORD ER I KSSON No . 2858 04/21/25 06/27/2023 HDP REV 1 RW 09/19/2023 HDP REV 2 RW 11/01/2023 HDP REV 3 RW 01/10/2024 HDP REV 4 RW 07/24/2024 HDP REV 5 RW 08/28/2024 HDP REV 6 RW 10/16/2024 HDP REV 7 RW 01/29/2025 FRONT YARD AREA: 1910 SQ.FT. TOTAL PAVED AREA: 567 SQ.FT. TOTAL LANDSCAPE AREA: 1,341 SQ.FT. 29.7% PAVED FRONT YARD HARDSCAPE/SOFTSCAPE CALCULATIONS FRONT YARD WALL & FENCE LEGEND SITE AMENITIES LEGEND FOR MATERIALS, COLORS, FINISHES AND MODELS, SEE CONSTRUCTION LEGEND, SHEET L1.XX P-1 PAVING LEGEND P-2 ITEM DESCRIPTION DETAIL CONCRETE DRIVEWAY P-3 P-4 W-1 W-2 SA-1 DETAIL X SHEET L.X.XX DETAIL X SHEET L.X.XX DETAIL X SHEET L.X.XX DETAIL X SHEET L.X.XX DETAIL X SHEET L.X.XX DETAIL X SHEET L.X.XX DETAIL X SHEET L.X.XX CONCRETE PAVING CONCRETE STAIRS POOL DECK RETAINING WALL PER CIVIL GARDEN WALL POOL AND SPA PER ARCHITECT LUMBER VEGETABLE PLANTERS SA-3 SPA SA-2 DETAIL X SHEET L.X.XX P-5 DETAIL X SHEET L.X.XX LANDSCAPE TIMBER STEPS DETAIL X SHEET L.X.XX P-6 DETAIL X SHEET L.X.XX STAIRS AND CHEEK WALL AT ENTRY RAILING LEGEND R-1 HANDRAIL DETAIL X SHEET L.X.XX P-7 DETAIL X SHEET L.X.XX GRAVEL PATHWAY PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE W-1 R-1 P-6 P-1 W-1 P-2 P-4 P-3 25' FRONT YARD SETBACK 25' REAR YARD SETBACK SA-2 PA PA PA PA P-5 P-3 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK SA-1 SA-3 W-2 W-1 8'-9" SIDE YARD SETBACK RESIDENCE W-1 PA PA PA PA PA PA PA PLANTING AREA CL CENTER LINE TYPICAL FACE OF BUILDING REFERENCE LEGEND PA TYP. F.O.B. 1 NOT USED 2 FRONT PORCH - PER ARCHITECT 3 DECK - PER ARCHITECT 4 EXISTING TREE TO REMAIN 2 3 P-2 P-2 PA 4 TYP. PA PA PAPA PA PA PA P-7 P-7 P-7 P-5 4 TYP. P-5 P-7 These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. Plan Control: XX By Date Job Number Design Staff
Project ManagerPrincipal Client Zuming Chen & Ye Hong C920 Granite Dr. #412 Pasadena, CA 91101 T: 213-705-1983E22-047 JCNERW 1st City Sub. XX Month 2023 1530 Scenic Drive Pasadena, California 91103 Scenic Drive Park Design Case Number: 00000000 - PPD Approved Park Plan Number: 0000000 - PPP Playground Plan Number: 00000000 - PPA Tract: TR 9664 Site Area: .685 ACRES Revisions Plan Check Number: 00000000-PARK HDP RW RE G RE S E IST ARSignature 10/31/23 Expiration Date AND D L PE SCA E TC A C IT H I N TAT R CDate OF E O I F AL NORD ER I KSSON No . 2858 04/21/25 06/27/2023 HDP REV 1 RW 09/19/2023 HDP REV 2 RW 11/01/2023 HDP REV 3 RW 01/10/2024 HDP REV 4 RW 07/24/2024 HDP REV 5 RW 08/28/2024 HDP REV 6 RW 10/16/2024 HDP REV 7 RW 01/29/2025 0 2 4 8 16 Feet Scale: 1/8" = 1'-0" Landscape Site Plan L1.01A 0 2 4 8 16 Feet Scale: 1/8" = 1'-0" Planting Plan L3.00 These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. Plan Control: XX By Date Job Number Design Staff
Project ManagerPrincipal Client Zuming Chen & Ye Hong C920 Granite Dr. #412 Pasadena, CA 91101 T: 213-705-1983E22-047 JCNERW 1st City Sub. XX Month 2023 1530 Scenic Drive Pasadena, California 91103 Scenic Drive Park Design Case Number: 00000000 - PPD Approved Park Plan Number: 0000000 - PPP Playground Plan Number: 00000000 - PPA Tract: TR 9664 Site Area: .685 ACRES Revisions Plan Check Number: 00000000-PARK HDP RW RE G RE S E IST ARSignature 10/31/23 Expiration Date AND D L PE SCA E TC A C IT H I N TAT R CDate OF E O I F AL NORD ER I KSSON No . 2858 04/21/25 06/27/2023 HDP REV 1 RW 09/19/2023 HDP REV 2 RW 11/01/2023 HDP REV 3 RW 01/10/2024 HDP REV 4 RW 07/24/2024 HDP REV 5 RW 08/28/2024 HDP REV 6 RW 10/16/2024 HDP REV 7 RW 01/29/2025 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 25' FRONT YARD SETBACK 25' REAR YARD SETBACK 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK RESIDENCE SYMBOL NAME PLANTING LEGEND: Trees and Boxed Material QUERCUS AGRIFOLIA SOUTHERN LIVE OAK SIZE QTY. PROPOSED WATER REQ.* 36" BOX - DETAIL 7 E & H / L3.51 ZELKOVA SERRATA OR ULMUS PUMILA 36" BOX 1 MED E & H / L3.51 LOW 1 OLEA EUROPAEA OLIVE LOW E & H / L3.51 24" BOX 17 MITIGATION QTY. REQUIRED 36" BOX 4 4 EXISTING TREE TO REMAIN - - - - - - 15 GAL 4 - 48" BOX - 13 72" BOX - 3 - MED E & H / L3.51 5 36" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORECATEGORY TREE CALCULATIONS: REQUIRED, PROPOSED, AND OFFSITE TREES TOTAL REQUIRED MITIGATION TREES QTY NOTES 26 TOTAL PROPOSED TREES 33 TREES PROVIDED OFF SITE 0 0 2 4 8 16 Feet Scale: 1/8" = 1'-0" These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. Plan Control: XX By Date Job Number Design Staff
Project ManagerPrincipal Client Zuming Chen & Ye Hong C920 Granite Dr. #412 Pasadena, CA 91101 T: 213-705-1983E22-047 JCNERW 1st City Sub. XX Month 2023 1530 Scenic Drive Pasadena, California 91103 Scenic Drive Park Design Case Number: 00000000 - PPD Approved Park Plan Number: 0000000 - PPP Playground Plan Number: 00000000 - PPA Tract: TR 9664 Site Area: .685 ACRES Revisions Plan Check Number: 00000000-PARK HDP RW RE G RE S E IST ARSignature 10/31/23 Expiration Date AND D L PE SCA E TC A C IT H I N TAT R CDate OF E O I F AL NORD ER I KSSON No . 2858 04/21/25 06/27/2023 HDP REV 1 RW 09/19/2023 HDP REV 2 RW 11/01/2023 HDP REV 3 RW 01/10/2024 HDP REV 4 RW 07/24/2024 HDP REV 5 RW 08/28/2024 HDP REV 6 RW 10/16/2024 HDP REV 7 RW 01/29/2025 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 25' FRONT YARD SETBACK 25' REAR YARD SETBACK 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK RESIDENCE SYMBOL NAME ARCTOSTAPHYLOS 'HOWARD MCMINN' MANZANITA PLANTING LEGEND: Shrubs PLANTING LEGEND: Groundcover SYMBOL NAME ARCTOSTAPHYLOS 'JOHN DOURLEY' MANZANITA CAREX TUMULICOLA FOOTHILL SEDGE CEANOTHUS GRI. VAR. HOR. 'YANKEE POINT' YANKEE POINT CEANOTHUS DASYLIRION LONGISSIMUM MEXICAN GRASS TREE HETEROMELES ARBUTIFOLIA TOYON LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE MYRICA CALIFORNICA PACIFIC WAX MYRTLE RIBES VIBURNIFOLIUM CATALINA CURRANT SIZE 15 GAL 8' O.C. QTY DETAIL 6 LOW X / L3.51 287412950255324 X / L3.51 SANTA MONICA MOUNTAIN COVER MIX -ARTEMISIA CALIFORNICA -BROMUS CARINATUS -BROMUS CARINATUS ‘CUCAMONGA’ -CAMISSONIOPSIS CHEIRANTHIFOLIA -CLARKIA PURPUREA -ENCELIA CALIFORNICA -ERIOGONUM CINERUM -ERIOGONUM FASCICULATUM -ERIOPHYLLUM CONFERTIFLORUM -ESCHSCHOLZIA CALIFORNICA -LUPINUS SUCCULENTUS -MELICA IMPERFECTA -MIMULUS AURANTIACUS LONGIFLORUS -PENSTEMON SPECTABILIS -STIPA LEPIDA -STIPA PULCHRA -VERBENA LASIOSTACHYS SIZE QTY 3,984 SQ.FT. 16,6125 SQ.FT. 5 GAL 18" O.C. WATER REQ.* WATER REQ.* *WATER REQUIREMENT PLANT FACTOR IS BASED ON WUCOLS DATABASE AND CAN BE FOUND ONLINE AT: http://ucanr.eduedu/sites/WUCOLS/ X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 RHUS INTEGRIFOLIA LEMONADE BERRY 30 X / L3.51 LOWMED LOW MED LOW LOW LOW MED CAREX PANSA SAND DUNE SEDGE 15 GAL 6' O.C. 5 GAL 24" O.C. 15 GAL 5' O.C. 24" BOX PER PLAN 24" BOX 8' O.C. 15 GAL 48" O.C. 15 GAL 24" O.C. 15 GAL 5' O.C. 15 GAL 6' O.C. LOW LOW - LOW DETAIL Planting Plan - Shrubs and Groundcovers L3.10 0 2 4 8 16 Feet Scale: 1/8" = 1'-0" Tree Disposition Plan L3.01 These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. Plan Control: XX By Date Job Number Design Staff
Project ManagerPrincipal Client Zuming Chen & Ye Hong C920 Granite Dr. #412 Pasadena, CA 91101 T: 213-705-1983E22-047 JCNERW 1st City Sub. XX Month 2023 1530 Scenic Drive Pasadena, California 91103 Scenic Drive Park Design Case Number: 00000000 - PPD Approved Park Plan Number: 0000000 - PPP Playground Plan Number: 00000000 - PPA Tract: TR 9664 Site Area: .685 ACRES Revisions Plan Check Number: 00000000-PARK HDP RW RE G RE S E IST ARSignature 10/31/23 Expiration Date AND D L PE SCA E TC A C IT H I N TAT R CDate OF E O I F AL NORD ER I KSSON No . 2858 04/21/25 06/27/2023 HDP REV 1 RW 09/19/2023 HDP REV 2 RW 11/01/2023 HDP REV 3 RW 01/10/2024 HDP REV 4 RW 07/24/2024 HDP REV 5 RW 08/28/2024 HDP REV 6 RW 10/16/2024 HDP REV 7 RW 01/29/2025 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 25' FRONT YARD SETBACK 25' REAR YARD SETBACK 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK RESIDENCE SYMBOL NAME TREE DISPOSITION LEGEND: Trees PROTECTED OR ROW TREE TO REMAIN SIZE QTY NOTES 12321 NON-PROTECTED OR NATIVE TREE TO BE REMOVED 32 PER ARBORIST REPORT PROTECTED OR ROW TREE TO BE REMOVED NON-PROTECTED OR NATIVE TREE TO REMAIN PER ARBORIST REPORT PER ARBORIST REPORT PER ARBORIST REPORT Public Right of Way (Zone D) Front Yard (Zone A) Side Yard (Zone B) Rear Yard (Zone C) Side Yard (Zone B) Side Yard (Zone B) TREE PROTECTION FENCE, TYP. ST-1 3 4 5 6 22 23 21 ST-2 7 8 9 10 13 11 12 15 16 19 36 20 37 38 39 40 41 44 42 43 35 45 34 33 46 47 48 49 50 51 52 53 54 OS-55 61 62 63 64 60 6566 58 57 59 56 67 68 30 31 32 27 26 25 24 29 28 Note: Replacement Matrix per City Tree and Tree Protection Ordinance requirement #6: City Tree and Tree Protection Ordinance requirements #6 the project, as defined in Section 17.12.020, includes a landscape design plan that emphasizes a tree canopy that is sustainable over the long term by adhering to the replacement matrix prepared by the city manager and included in the associated administrative guidelines. TREE PROTECTION FENCE, TYP. TREE PROTECTION FENCE, TYP. 17 14 18 0 2 4 8 16 Feet Scale: 1/8" = 1'-0" Tree Disposition Plan L3.02 These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. Plan Control: XX By Date Job Number Design Staff
Project ManagerPrincipal Client Zuming Chen & Ye Hong C920 Granite Dr. #412 Pasadena, CA 91101 T: 213-705-1983E22-047 JCNERW 1st City Sub. XX Month 2023 1530 Scenic Drive Pasadena, California 91103 Scenic Drive Park Design Case Number: 00000000 - PPD Approved Park Plan Number: 0000000 - PPP Playground Plan Number: 00000000 - PPA Tract: TR 9664 Site Area: .685 ACRES Revisions Plan Check Number: 00000000-PARK HDP RW RE G RE S E IST ARSignature 10/31/23 Expiration Date AND D L PE SCA E TC A C IT H I N TAT R CDate OF E O I F AL NORD ER I KSSON No . 2858 04/21/25 06/27/2023 HDP REV 1 RW 09/19/2023 HDP REV 2 RW 11/01/2023 HDP REV 3 RW 01/10/2024 HDP REV 4 RW 07/24/2024 HDP REV 5 RW 08/28/2024 HDP REV 6 RW 10/16/2024 HDP REV 7 RW 01/29/2025 1. Trimming and pruning shall be performed only under the supervision of the Owner or Arborist of Record. 2. Chain link fencing, five (5) feet in height, will be secured to two-inch diameter galvanized iron posts spaced no more than ten feet apart as delineated on the Tree Protection Plan. A two (2) foot wide access gate is permitted. Installation of protection fencing is the responsibility of the Contractor. Parking or storing of vehicles, trailers, equipment, machinery or construction materials will not be permitted within areas delineated by protective fences, nor will dumping of oils or chemicals. 3. Fences are critical to (1) prevent direct contact and damage to the canopy, branches, and trunk. (2) preserve roots and soil in an intact and non-compacted state, and (3) identify the tree protection zone. The tree protection fence shall be continuously maintained and repaired as necessary throughout the construction period and remain in place until final landscape work commences. 4. During the course of construction, relocation of the fence may be required to accommodate construction. The Contractor may do so with the approval of the Owner or Arborist of Record at no additional expense. 5. During the course of construction the Contractor shall take all necessary precautions to protect the existing trees from injury. The roots, trunks, and foliage of all existing trees shall be protected. The Contractor shall keep the site area around all existing trees free from debris at all times. 6. Trees subject to the provisions of these requirements that have been injured for any reason shall be repaired immediately by the Arborist of Record or authorized representative. Repair shall include removal of rough bark edges and severely injured branches as directed by the Arborist of Record or authorized representative. A. Approval by the Owner for work within the fenced area shall not release the Contractor from any requirement to protect existing trees to be preserved. B. During the course of construction within the fenced area, no roots larger than two (2) inches in diameter shall be cut without prior approval from the Arborist of Record or authorized representative. 7. During construction, the existing drainage patterns shall not be altered within the area of the dripline. 8. The following is not permitted within the dripline of any existing tree to be preserved: A. Storage or parking of automobiles or other vehicles. B. Stockpiling of building materials or refuse of excavated materials. C. Skinning or bruising of bark. D. Use of trees as support posts, power poles, or signposts; anchorage for ropes, guy wires, power lines, or other similar functions. E. Dumping of poisonous materials on or around trees and roots. Such material includes but is not limited to paint, petroleum products, contaminated water, or other deleterious materials. F. Cutting of tree roots by utility trenching, foundation digging, placement of curbs and trenches, and other miscellaneous excavation without prior approval of the Arborist of Record or authorized representative. G. Damage to trunk, limbs, or foliage caused by maneuvering vehicles. H. Compaction of the root zone under the dripline by the movement of trucks or grading machines; storage of equipment, gravel, earth fill, or construction supplies, etc. I. Excessive water or heat from equipment, utility line construction, or burning of trash under or near shrubs or trees. J. Damage to root system from flooding, erosion, and excessive wetting and drying resulting from dewatering and other operations. 9. Excavation Around Trees: A. Excavation within driplines shall be done only where absolutely necessary. B. When trenching for utilities is required within driplines, tunneling under and around roots or bridging over them is preferred over root severance. Main buttress, or supportive roots, shall not be cut. Smaller roots that interfere with installation of new work may be cut with prior approval of the Arborist of Record or authorized representative. C. Where excavation for new construction is required within driplines of trees, hand excavation shall be employed to minimize damage to root systems. If large, main lateral roots are encountered, they shall be exposed beyond the excavation limits as required to bend and relocate them without breaking. Any roots 2-inches or larger which might be severed will be cleanly cut behind torn ends to enhance the efficient natural "compartmentalization" of the damage by the roots. There is no need to apply any type of "pruning seal" compound when roots are cleanly cut, since the root will form its own internal barriers to decay. D. Exposed roots shall not be allowed to dry out before permanent backfill is placed. Temporary earth cover shall be provided, or roots shall be packed with wet peat moss or four layers of wet, untreated burlap, and temporarily supported and protected from damage until permanently covered with backfill. The cover over the roots shall be wetted to the point of runoff daily. 10. Trimming of Trees (when indicated as work included in contract, or when pruning is required as an approval has been granted by the Owner to accommodate construction): A. Branches shall be thinned in accordance with the American National Standards Institute Standard Practices for Pruning (ANSI A300) B. The Arborist of Record or authorized representative shall be engaged to oversee removal of branches from trees and large shrubs which are to remain. C. In the case of root cuts, apply wet burlap or other protection to prevent drying out, and maintain in a moist condition until permanent backfill is in place. 11. Soil Compaction Mitigation: A. The Contractor will be responsible for installing any root buffer material such as mulch, gravel, or plywood. The Contractor is responsible for its maintenance to assure effectiveness against soil compaction. 12. Repair Compensation: A. Damage to existing crowns or roots over two (2) inches in diameter shall be immediately reported to the Owner, in writing, and repaired immediately at the Contractor's expense by the Arborist of Record or authorized representative. B. The Arborist of Record or authorized representative shall direct the repair of trees damaged by construction operations. Repairs shall be made promptly after damage occurs to prevent progressive deterioration of damaged trees. C. Any tree to remain which is damaged or destroyed owing to the Contractor's failure to provide adequate protection shall be compensated for in accordance with the guidelines set forth in the Guide for Plant Appraisal, 9th Edition, using the Trunk Formula Method. 13. For trees and shrubs with diameters up to and including 6 inches, compensation shall be the actual cost of replacement with item similar in species, size, and shape, including, but not limited to: A. Actual cost of replacement tree. B. Transportation or deliver of boxed tree to site. C. Planting and staking (or guying). D. Establishment period maintenance for at least 90 days, including watering, pruning, pest control, or other care to bring replacement to the same general condition of the original tree. E. Damaged tree limbs or trees which have died as a result of injury during construction shall remain or be removed by the Contractor as directed by the Owner or Arborist of Record. TREE PROTECTION NOTES 0 2 4 8 16 Feet Scale: 1/8" = 1'-0" Tree Mitigation Plan L3.03 These drawings are instruments of service. EPTDESIGN shall retain all copyrights, statutory and common law right with regard to these drawings and the designs contained therein in all formats, including printed and digitized. These drawings are not to be altered in any way, nor assigned to a third party without first obtaining written permission and consent from EPTDESIGN. Plan Control: XX By Date Job Number Design Staff
Project ManagerPrincipal Client Zuming Chen & Ye Hong C920 Granite Dr. #412 Pasadena, CA 91101 T: 213-705-1983E22-047 JCNERW 1st City Sub. XX Month 2023 1530 Scenic Drive Pasadena, California 91103 Scenic Drive Park Design Case Number: 00000000 - PPD Approved Park Plan Number: 0000000 - PPP Playground Plan Number: 00000000 - PPA Tract: TR 9664 Site Area: .685 ACRES Revisions Plan Check Number: 00000000-PARK HDP RW RE G RE S E IST ARSignature 10/31/23 Expiration Date AND D L PE SCA E TC A C IT H I N TAT R CDate OF E O I F AL NORD ER I KSSON No . 2858 04/21/25 06/27/2023 HDP REV 1 RW 09/19/2023 HDP REV 2 RW 11/01/2023 HDP REV 3 RW 01/10/2024 HDP REV 4 RW 07/24/2024 HDP REV 5 RW 08/28/2024 HDP REV 6 RW 10/16/2024 HDP REV 7 RW 01/29/2025 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 25' FRONT YARD SETBACK 25' REAR YARD SETBACK 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK 8'-9" SIDE YARD SETBACK RESIDENCE Note: Replacement Matrix per City Tree and Tree Protection Ordinance requirement #6: City Tree and Tree Protection Ordinance requirements #6 the project, as defined in Section 17.12.020, includes a landscape design plan that emphasizes a tree canopy that is sustainable over the long term by adhering to the replacement matrix prepared by the city manager and included in the associated administrative guidelines. Public Right of Way (Zone D) Front Yard (Zone A) Side Yard (Zone B) Side Yard (Zone B) Side Yard (Zone B) SYMBOL NAME PLANTING LEGEND: Trees and Boxed Material QUERCUS AGRIFOLIA SOUTHERN LIVE OAK SIZE QTY. PROPOSED WATER REQ.* 36" BOX - DETAIL 7 E & H / L3.51 ZELKOVA SERRATA OR ULMUS PUMILA 36" BOX 1 MED E & H / L3.51 LOW 1 OLEA EUROPAEA OLIVE LOW E & H / L3.51 24" BOX 17 MITIGATION QTY. REQUIRED 36" BOX 4 4 EXISTING TREE TO REMAIN - - - - - - 15 GAL 4 - 48" BOX - 13 72" BOX - 3 - MED E & H / L3.51 5 36" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE ST-2.1 17.1 17.2 17.3 17.4 8.1 8.3 35.1 34.1 33.1 26.1 23.1 21.1 19.1 18.1 16.1 8.2 6.1 9.1 12.1 11.1 10.1 7.1 5.1 36.1 45.1
DATE JOB NUMBER 22212 8/26/2024
FORMA 1530 SCENIC DRIVE
PASADENA, CA 91103
EARTHWORK
1070 1055 1050
1045
1045
1050
1055
1060
1065
1060
1055
1050
1050
1055
1065
1075
1060
1060
1065
1070
1065
1070
1065 116" = 1'-0" A1.00 SITE PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 SITE PLAN 1550 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE) SCENIC DRIVE PROPERTY LINE 1530 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE) PROPERTY LINE PROPERTY LINE 1508 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE) REAR YARD SETBACK SPA POOL POOL DECK DECK SIDE YARD SETBACK PROPERTY LINE PROPERTY LINE FRONT YARD SETBACK LENGTH: 87'-43 4" SIDE YARD SETBACK SIDE YARD SETBACK AVERAGE BLOCKFACE FRONT YARD SETBACK 142'-10" 25'-0" 8'-9" 8'-9" 25'-0" VICINITY MAP, N.T.S. 1 A3.03 1 A3.04 1 A3.01 1 A3.02 1 A4.01 1 A4.02 15'-0" 15'-0" 6'-0" SLAB-ON-GRADE CONCRETE STAIR AND WALKWAY 17'-7" 104'-1" DRIVEWAY TO BELOW GRADE LEVEL GARAGE MAXIMUM 15% SLOPE 11'-0" 8'-9" PROPERTY LINE NEIGHBORING PROPERTY SETBACK LINE KEY 25'-11" 6'-0" LANDSCAPE STEPS 102'-5" 169'-5"
155'-6"
155'-4"
64'-10"
27'-7"
3 A4.03 1 A4.02 12'-3" 2 A4.03 FRONT YARD PAVING CALCULATION 17.40.160.F.3 Front and corner side setback pavement in residential zones. Within a residential zoning district, no portion of any front or corner side setback area between the street property line and the building line shall be paved unless paving has been approved by the Zoning Administrator and the paving and site comply with the following requirements: a. Not more than 30 percent of the front or corner side setback area shall be paved. EXHIBIT #1 TOTAL FRONT YARD = 2,759 SQ FT 30% FRONT YARD = 2,759 x 0.30 = 827 SQ. FT. MAX PAVING LEGEND FRONT YARD PAVING CALCULATION FRONT YARD PAVING = 171 SQ. FT. + 865 SQ. FT. = 1,036 SQ. FT 1,036 SQ FT / 2,759 SQ FT = 37.5% 865 SQ. FT 171 SQ. FT 15'-0" 1070 1065 1055
1050
1045
1045
1050
1055
1060
1065
1060
1055
1050
1050
1055
1065
1075
1060
1 SITE PLAN - FIRST LEVEL PLAN VICINITY MAP, N.T.S. 1550 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE)
SCENIC DRIVE
PROPERTY LINE 1530 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE)
PROPERTY LINE
PROPERTY LINE 1508 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE)
REAR YARD SETBACK DECK
SIDE YARD SETBACK
PROPERTY LINE
PROPERTY LINE
FRONT YARD SETBACK
LENGTH: 87'-4
3 4
"
SIDE YARD SETBACK
SIDE YARD SETBACK AVERAGE BLOCKFACE FRONT YARD SETBACK
142'-10
1 4
"
155'-6
1 4
"
169'-4
7 8
"
64'-10
1 2
"
155'-3
5 8
"
25'-0"
8'-9"
8'-9"
25'-0"
26'-4"
15'-0"
15'-0" 6'-0" SLAB-ON-GRADE CONCRETE STAIR AND WALKWAY
17'-7" DRIVEWAY TO BELOW GRADE LEVEL GARAGE MAXIMUM 15% SLOPE 11'-0"
8'-9"
(E) WALL
(N) CONCRETE SLAB-ON-GRADE STAIRS MECH. EQUIPMENT: HVAC CONDENSER, WATER HEATER CONDENSER, SIZES TBD LINE OF ROOF ABOVE DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 116" = 1'-0" A1.00-A SITE PLAN - FIRST LEVEL PLAN
1 A3.03
1 A3.04
1 A3.01
1 A3.02
1 A4.01
1 A4.02
3 A4.03
1 A4.02
2 A4.03 PROPERTY LINE NEIGHBORING PROPERTY SETBACK LINE KEY SPA POOL POOL DECK 6'-0" LANDSCAPE STEPS
104'-1"
102'-5"
27'-7"
12'-3"
1070 1065 1060 1055 1050
1045
1045
1050
1055
1060
1065
1065
1060
1055
1050
1050
1055
1060
1065
1075
1080
1079
1078
1077
1075
1079
1078
1077
1076
1075
1074
1073
1075 116" = 1'-0" A1.01 DEMOLITION PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 DEMOLITION PLAN KEY PROPERTY LINE NEIGHBORING PROPERTY 1550 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE) SCENIC DRIVE PROPERTY LINE SUBJECT PROPERTY: 1530 SCENIC DRIVE (VACANT) PROPERTY LINE PROPERTY LINE 1508 SCENIC DRIVE (SINGLE-FAMILY RESIDENCE) PROPERTY LINE PROPERTY LINE 155'-614" 8'-9" 142'-1014" 169'-47 8" 64'-1012" 155'-35 8" WALLS TO BE DEMOLISHED (E) CONCRETE WALL TO BE DEMOLISHED 1. VERIFY AND PROTECT EXISTING UTILITIES. CONTACT DIG ALERT BEFORE EXCAVATING. PHONE NUMBER: 8-1-1. 2. EXISTING FENCES TO BE DEMOLISHED, UNLESS NOTED. 3. ADJUST CONSTRUCTION FENCE WHEN APPROPRIATE AS CONSTRUCTION PROGRESSES. 4. REFER TO SITE PLAN FOR LOCATION OF RELOCATED UTILITIES AND CONNECTIONS. REFER TO CIVIL FOR ADDITIONAL INFORMATION. 5. BEFORE DEMOLITION BEGINS ARCHITECT TO GO OVER WITH CONTRACTOR DEMOLITION PLANS ON SITE. 6. CONTRACTOR TO BE RESPONSIBLE FOR ANY SHORING OR SUPPORTS ON EXISTING SINGLE FAMILY RESIDENCE DURING THE DEMOLITION AND CONSTRUCTION PROCESS. (E) CONCRETE WALL TO BE DEMOLISHED (E) CONCRETE WALL TO BE DEMOLISHED NOTES PORTION OF (E) WALL TO REMOVED AND REBUILT 1070 1065 1055 1050
1050
1050
1055
1065
1075
1060
116" = 1'-0" A1.02 STORY POLE PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 STORY POLE PLAN NOTES PROPERTY LINE ROOF AREA
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE SPA POOL POOL DECK DECK SETBACK LINE
SIDE YARD SETBACK
PROPERTY LINE
FRONT YARD SETBACK
SIDE YARD SETBACK
SIDE YARD SETBACK SCALE: 1/8" = 1'-0"
S C E N I C D R I V E
(N) SINGLE FAMILY RESIDENCE: 1530 SCENIC DRIVE STORY POLE NO. : 01 (E) ELEVATION: +1066'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 26' -5 1
2 " STORY POLE NO. : 13 (E) ELEVATION: +1065'-0" TOP OF POLE: +1070'-3" HEIGHT OF POLE: 5' -3" STORY POLE NO. : 03 (E) ELEVATION: +1067'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 25' -5 1
2 " STORY POLE NO. : 04 (E) ELEVATION: +1067'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 25' -5 1
2 " STORY POLE NO. : 05 (E) ELEVATION: +1074'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 18' -5 1
2 " STORY POLE NO. : 06 (E) ELEVATION: +1074'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 18' -5 1
2 " STORY POLE NO. : 08 (E) ELEVATION: +1079'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 13' -5 1
2 " STORY POLE NO. : 09 (E) ELEVATION: +1079'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 13' -5 1
2 " STORY POLE NO. : 10 (E) ELEVATION: +1079'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 13' -5 1
2 " STORY POLE NO. : 12 (E) ELEVATION: +1075'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 17' -5 1
2 " STORY POLE STORY POLE NO. : 07 (E) ELEVATION: +1077'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 15' -5 1
2 " STORY POLE STRING STORY POLE NO. : 11 (E) ELEVATION: +1075'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 17' -5 1
2 " 1. STORY POLES SHALL CONSIST OF WOOD POSTS OR OTHER RIGID MATERIALS AT ALL CORNERS OF THE STRUCTURE AND AT EITHER END OF THE PROPOSED RIDGELINES, WITH A MINIMUM OF TWO FEET OF ORANGE SAFETY FENCING CONNECTING THE TOP OF THE POLES. 2. CONNECTED WITH A TAUT ROPE WITH TRIANGULAR FLAGGING, THE STORY POLES SHALL DEPICT THE FULL EXTENT OF THE VOLUME OF THE PROJECT. 3. THE TOP ONE FOOT OF THE POSTS SHALL BE PAINTED RED OR ORANGE TO DEMARCATE THE HEIGHT OF THE PROPOSED STRUCTURE. 4. THE TEMPORARY SILHOUETTE SHALL BE CONSTRUCTED AT LEAST 14 DAYS PRIOR TO THE PUBLIC HEARING AND REMAIN IN PLACE THROUGHOUT THE REQUIRED NOTICING PERIOD AND THE APPEAL PERIOD. THE ZONING ADMINISTRATOR OR THE DIRECTOR MAY REQUIRE THE SILHOUETTE TO BE CONSTRUCTED MORE THAN 14 DAYS BEFORE THE HEARING. THE APPLICANT SHALL NOT CONSTRUCT THE TEMPORARY SILHOUETTE UNTIL INSTRUCTED TO DO SO. 5. THE ZONING ADMINISTRATOR OR THE DIRECTOR MAY MODIFY THESE STANDARDS AS NEEDED. 6. STORY POLES REPRESENTING THE REAR DECK (STORY POLES #13, #14, #15, #16, #17, #18) TO BE CONNECTED WITH STORY POLE STRING KEY STORY POLE NO. : 14 (E) ELEVATION: +1061'-0" TOP OF POLE: +1070'-3" HEIGHT OF POLE: 9' -3" STORY POLE NO. : 15 (E) ELEVATION: +1060'-0" TOP OF POLE: +1070'-3" HEIGHT OF POLE: 10' -3" STORY POLE NO. : 16 (E) ELEVATION: +1064'-0" TOP OF POLE: +1070'-3" HEIGHT OF POLE: 6'-3" STORY POLE NO. : 18 (E) ELEVATION: +1067'-0" TOP OF POLE: +1070'-3" HEIGHT OF POLE: 3'-3" STORY POLE NO. : 17 (E) ELEVATION: +1062'-0" TOP OF POLE: +1070'-3" HEIGHT OF POLE: 8' -3" STORY POLE NO. : 02 (E) ELEVATION: +1065'-0" TOP OF POLE: +1092'-5 1 2 " HEIGHT OF POLE: 27' -5 1
2 " DECK AREA STORY POLES REPRESENTING THE REAR DECK (STORY POLES #13, #14, #15, #16, #17, #18) TO BE CONNECTED WITH STORY POLE STRING" 14" = 1'-0" A2.00 BELOW GRADE LEVEL FLOOR PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 BELOW GRADE LEVEL FLOOR PLAN 39'-1012"
48'-25 8" 23'-518 19'-10 " 7 8"
UP
SINGLE FAMILY RESIDENTIAL PARKING SPACE #1 ELEVATOR
15'-0" 9'-0"
18'-6"
8'-6"
22'-0" 18'-6" 9'-0" 9'-0" 10'-0"
9'-6" GARAGE 001 +1061.25 UTILITY 002 MECH. 003 STAIRWELL 004 001.01 001.1 002.1 003.1 004.1 A3.01 1 A3.02 1 A3.03 1 A3.04 1 0 1 2 3 4 5 10 20 1/4 Scale 1 unit = 1'-0" 61'-10" GUEST PARKING SPACE #2 GUEST PARKING SPACE #1 GUEST PARKING SPACE #3 GUEST PARKING SPACE #4 SINGLE FAMILY RESIDENTIAL PARKING SPACE #2 A4.01 1 A4.01 1 A4.02 1 A4.02 1 BUILT-IN STORAGE BENCH PARKING AREAS AND DRIVEWAYS TO BE PAVED WITH PORTLAND CEMENT CONCRETE PER PMC §17.46.300 14" = 1'-0" A2.01 FIRST LEVEL FLOOR PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 FIRST LEVEL FLOOR PLAN DN UP
DN ELEVATOR OPEN TO BELOW STOR- AGE OUTDOOR DECK (TO POOL) 26'-0" 61'-10" 37'-1"
7'-9" 7'-10" 4'-6"
45'-8"
7'-10" 4'-6" 17'-0" 12'-6" 6'-0" 8'-67 8" (TO SCENIC DRIVE) PATIO 0 1 2 3 4 5 10 20 1/4 Scale 1 unit = 1'-0" KITCHEN 104 PANTRY 105 POWDER ROOM 108 UTILITY 107 ENTRY 101 +1070.08 LIVING ROOM 102 DINING ROOM 103 108.1 107.1 108.1 106.1 105.1 101.1 103.2 103.1 101.01 101.03 104.02 104.01 102.1 102.01 104.1 102.02 1 A3.03 1 A3.02 1 A3.01 1 A3.04 UP 103.3 6'-0" 1 A4.01 1 A4.02 1 A4.01 1 A4.02 1 A4.031 A4.03 LINE OF FLOOR ABOVE MUD ROOM 106 106.2 BUILT-IN STORAGE BENCH MODELNUMBER TRADENAME MATERIAL 14" = 1'-0" A2.02 SECOND LEVEL FLOOR PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 SECOND LEVEL FLOOR PLAN 24'-63 4" 39'-0"
15'-7"
37'-43 4"
7'-10" 63'-4" 18'-6" ELEVATOR OPEN TO BELOW OPEN TO BELOW
DN STORAGE OPEN TO BELOW W D
4'-6" 70'-63 4" 5'-07 8"
4'-6" 0 1 2 3 4 5 10 20 1/4 Scale 1 unit = 1'-0" BEDROOM 02 214 BATHROOM 02 215 BEDROOM 01 212 BATHROOM 01 213 HALLWAY 208 +1082.59 LAUNDRY 218 MECH. 219 BATHROOM 03 217 BEDROOM 03 216 214.1 215.1 212.1 213.1 216.1 217.1 219.1 218.1 210.1 209.1 211.1 210.01-A 210.01-B 209.01 101.03 208.01 217.01 216.01-B 216.01-A 104.02 214.01-B 212.01 214.01-A 103.01 A3.03 1 A3.02 1 A3.01 1 A3.04 1 A4.01 1 A4.02 1 A4.01 1 A4.02 1 A4.03 1 A4.03 1 MASTER BEDROOM WALK-IN 210 CLOSET 211 MASTER BATHROOM 209 1 4" = 1'-0" A2.03 ROOF PLAN DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 ROOF PLAN 24'-6
3 4
"
39'-0"
15'-7"
37'-4
3 4
" 63'-4" 18'-6" 70'-6
3 4
"
4'-6" 5'-0
7 8
"
7'-10" 4'-6"
3'-2
1 2
" 3'-2
1 2
" 17'-0" 5'-0
7 8
" 208.02 208.03 11'-5"
4'-6" 208.04 6'-0
7 8
" 215.01
3'-2
1 2
" 3'-2
1 2
" 213.01
18" = 1'-0" A3.01 NORTH ELEVATION DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 NORTH ELEVATION STUCCO, TYP. LOWEST POINT OF GRADE (BUILDING HEIGHT REFERENCE POINT) +1061.25 DRIVEWAY TO BASEMENT GARAGE 31'-3"
(BUILDING HEIGHT MEASURED FROM
LOWEST POINT OF GRADE)
STUCCO, TYP. ZONING REQUIREMENTS MAXIMUM PERMITTED BUILDING HEIGHT: 35' - MEASURED FROM LOWEST POINT OF GRADE 28' - IMAGINARY PLANE PARALLEL TO GRADE PROPOSED BUILDING HEIGHT: ~30'-1" BUILDING HEIGHT IS MEASURED FROM THE LOWEST POINT OF GRADE TO THE HIGHEST ROOF PLANE. REQUIREMENT IS DEMONSTRATED ON ELEVATIONS (SEE A3.01 - A3.04) FLOOR TO CEILING HEIGHTS 8'-0" BELOW GRADE GARAGE TO FIRST LEVEL 10'-4" FIRST LEVEL TO SECOND LEVEL 9'-4" SECOND LEVEL TO ROOF LEVEL CEILING HEIGHTS PORTIONS OF RESIDENCE OVER 17'-0" IN HEIGHT ARE COUNTED TWICE PER SECTION 17.80.020 PMC. SEE FLOOR AREA DIAGRAMS ON SHEET G0.06 NOTES 6'-0"
ENCROACHMENT PLANE
tempered glass
guardrail, typ.
PROPERTY LINE
S.Y. SETBACK POOL RETAINING WALL
PROPERTY LINE
6'-0"
S.Y. SETBACKENCROACHMENT PLANE
30° 30° 28-FOOT BUILDING HEIGHT LIMIT: IMAGINARY PLANE OFFSET 28'-0" ABOVE (E) GRADE 35-FOOT BUILDING HEIGHT LIMIT: LINE 35'-0" ABOVE LOWEST POINT OF ADJACENT GRADE DASHED LINE INDICATES (E) GRADE AT FACE OF BUILDING @ SECOND LEVEL
N) SPA
6'-0"
MAXFIN. FLR. @ POOL DECK +1057.00 FIN. FLR. @ FIRST LEVEL +1070.25 FIN. FLR. @ SECOND LEVEL +1081.75 T.O. PARAPET +1092.46 FIN. FLR. @ BASEMENT GARAGE +1061.25 TOP PLATE @ SECOND LEVEL +1080.70 TOP PLATE @ ROOF +1091.09 KEY BUILDING HEIGHT PLANE NEIGHBORING PROPERTY N) POOL LANDSCAPE STAIRS 6'-0"
1 8" = 1'-0" A3.02 EAST ELEVATION DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 EAST ELEVATION KEY BUILDING HEIGHT PLANE NEIGHBORING PROPERTY 31'-3"
(BUILDING HEIGHT MEASURED FROM
LOWEST POINT OF GRADE)
STUCCO, TYP. DRIVEWAY (N) POOL CONCRETE, TYP. (N) RETAINING WALL @ POOL ZONING REQUIREMENTS MAXIMUM PERMITTED BUILDING HEIGHT: 35' - MEASURED FROM LOWEST POINT OF GRADE 28' - IMAGINARY PLANE PARALLEL TO GRADE PROPOSED BUILDING HEIGHT: ~30'-1" BUILDING HEIGHT IS MEASURED FROM THE LOWEST POINT OF GRADE TO THE HIGHEST ROOF PLANE. REQUIREMENT IS DEMONSTRATED ON ELEVATIONS (SEE A3.01 - A3.04) FLOOR TO CEILING HEIGHTS 8'-0" BELOW GRADE GARAGE TO FIRST LEVEL 10'-4" FIRST LEVEL TO SECOND LEVEL 9'-4" SECOND LEVEL TO ROOF LEVEL CEILING HEIGHTS PORTIONS OF RESIDENCE OVER 17'-0" IN HEIGHT ARE COUNTED TWICE PER SECTION 17.80.020 PMC. SEE FLOOR AREA DIAGRAMS ON SHEET G0.06 NOTES +1061.25 LOWEST POINT OF GRADE (BUILDING HEIGHT REFERENCE POINT) 35-FOOT BUILDING HEIGHT LIMIT: LINE 35'-0" ABOVE LOWEST POINT OF ADJACENT GRADE 28-FOOT BUILDING HEIGHT LIMIT: IMAGINARY PLANE OFFSET 28'-0" ABOVE (E) GRADE
PROPERTY LINE
F.Y. SETBACK
PROPERTY LINE
R.Y. SETBACK
tempered glass
guardrail, typ.
DASHED LINE INDICATES (E) GRADE AT
FACE OF BUILDING @ SECOND LEVEL OUTLINE OF BELOW GRADE GARAGE FIN. FLR. @ POOL DECK +1057.00 FIN. FLR. @ FIRST LEVEL +1070.25 FIN. FLR. @ SECOND LEVEL +1081.75 T.O. PARAPET +1092.46 FIN. FLR. @ BASEMENT GARAGE +1061.25 TOP PLATE @ SECOND LEVEL +1080.70 TOP PLATE @ ROOF +1091.09 18" = 1'-0" A3.03 SOUTH ELEVATION DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 SOUTH ELEVATION STUCCO, TYP. LOWERED FRONT ENTRY DRIVEWAY STUCCO, TYP. CONCRETE, TYP. CONCRETE, TYP. OUTLINE OF BELOW GRADE GARAGE ZONING REQUIREMENTS MAXIMUM PERMITTED BUILDING HEIGHT: 35' - MEASURED FROM LOWEST POINT OF GRADE 28' - IMAGINARY PLANE PARALLEL TO GRADE PROPOSED BUILDING HEIGHT: ~30'-1" BUILDING HEIGHT IS MEASURED FROM THE LOWEST POINT OF GRADE TO THE HIGHEST ROOF PLANE. REQUIREMENT IS DEMONSTRATED ON ELEVATIONS (SEE A3.01 - A3.04) FLOOR TO CEILING HEIGHTS 8'-0" BELOW GRADE GARAGE TO FIRST LEVEL 10'-4" FIRST LEVEL TO SECOND LEVEL 9'-4" SECOND LEVEL TO ROOF LEVEL CEILING HEIGHTS PORTIONS OF RESIDENCE OVER 17'-0" IN HEIGHT ARE COUNTED TWICE PER SECTION 17.80.020 PMC. SEE FLOOR AREA DIAGRAMS ON SHEET G0.06 NOTES LOWEST POINT OF GRADE (BUILDING HEIGHT REFERENCE POINT) +1061.25 35-FOOT BUILDING HEIGHT LIMIT: LINE 35'-0" ABOVE LOWEST POINT OF ADJACENT GRADE 28-FOOT BUILDING HEIGHT LIMIT: IMAGINARY PLANE OFFSET 28'-0" ABOVE (E) GRADE
PROPERTY LINE
S.Y. SETBACK
PROPERTY LINE
S.Y. SETBACK ENCROACHMENT PLANE ENCROACHMENT PLANE
6'-0"
30°
6'-0"
30°
DASHED LINE INDICATES (E) GRADE ATFACE OF BUILDING @ SECOND LEVEL 31'-3"
(BUILDING HEIGHT MEASURED FROM
LOWEST POINT OF GRADE) FIN. FLR. @ FIRST LEVEL +1070.25 FIN. FLR. @ SECOND LEVEL +1081.75 T.O. PARAPET +1092.46 FIN. FLR. @ BASEMENT GARAGE +1061.25 TOP PLATE @ SECOND LEVEL +1080.70 TOP PLATE @ ROOF +1091.09 KEY BUILDING HEIGHT PLANE NEIGHBORING PROPERTY 15'-1" DIAGRAM OF GLAZING PERCENTAGE FOR SOUTH ELEVATIONS 1,308 SQ. FT WALL AREA THIS ELEVATION SOLID DOOR (NO GLAZING 56 SQ. FT 28 SQ. FT 117 SQ. FT 45 SQ. FT 246 SQ. FT OF GLAZING 246 SQ FT / 1,308 SQ. FT = 18.8 % GLAZING * NOTE: NO MIRROR OR HIGHLY REFLECTIVE GLASS FIN. FLR. @ POOL DECK +1057.00 18" = 1'-0" A3.04 WEST ELEVATION 1 WEST ELEVATION
31'-3"
(BUILDING HEIGHT MEASURED FROM
LOWEST POINT OF GRADE)
STUCCO, TYP. CONCRETE, TYP. ZONING REQUIREMENTS MAXIMUM PERMITTED BUILDING HEIGHT: 35' - MEASURED FROM LOWEST POINT OF GRADE 28' - IMAGINARY PLANE PARALLEL TO GRADE PROPOSED BUILDING HEIGHT: ~30'-1" BUILDING HEIGHT IS MEASURED FROM THE LOWEST POINT OF GRADE TO THE HIGHEST ROOF PLANE. REQUIREMENT IS DEMONSTRATED ON ELEVATIONS (SEE A3.01 - A3.04) FLOOR TO CEILING HEIGHTS 8'-0" BELOW GRADE GARAGE TO FIRST LEVEL 10'-4" FIRST LEVEL TO SECOND LEVEL 9'-4" SECOND LEVEL TO ROOF LEVEL CEILING HEIGHTS PORTIONS OF RESIDENCE OVER 17'-0" IN HEIGHT ARE COUNTED TWICE PER SECTION 17.80.020 PMC. SEE FLOOR AREA DIAGRAMS ON SHEET G0.06 NOTES LOWEST POINT OF GRADE (BUILDING HEIGHT REFERENCE POINT) +1061.25 DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 FIN. FLR. @ FIRST LEVEL +1070.25 FIN. FLR. @ SECOND LEVEL +1081.75 T.O. PARAPET +1092.46 FIN. FLR. @ BASEMENT GARAGE +1061.25
PROPERTY LINE
R.Y. SETBACK
R.Y. SETBACK
PROPERTY LINE 35-FOOT BUILDING HEIGHT LIMIT: LINE 35'-0" ABOVE LOWEST POINT OF ADJACENT GRADE 28-FOOT BUILDING HEIGHT LIMIT: IMAGINARY PLANE OFFSET 28'-0" ABOVE (E) GRADE LINE OF EXISTING GRADE (N) POOL BEYOND tempered glass guardrail, typ. OUTLINE OF BELOW GRADE GARAGE TOP PLATE @ SECOND LEVEL +1080.70 TOP PLATE @ ROOF +1091.09 KEY BUILDING HEIGHT PLANE NEIGHBORING PROPERTY (N) CONCRETE SLAB-ON-GRADE STAIR FIN. FLR. @ POOL DECK +1057.00
14" = 1'-0" A4.01 SECTION A DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 1 SECTION A ZONING REQUIREMENTS MAXIMUM PERMITTED BUILDING HEIGHT: 35' - MEASURED FROM LOWEST POINT OF GRADE 28' - IMAGINARY PLANE PARALLEL TO GRADE PROPOSED BUILDING HEIGHT: ~30'-1" BUILDING HEIGHT IS MEASURED FROM THE LOWEST POINT OF GRADE TO THE HIGHEST ROOF PLANE. REQUIREMENT IS DEMONSTRATED ON ELEVATIONS (SEE A3.01 - A3.04) FLOOR TO CEILING HEIGHTS 8'-0" BELOW GRADE GARAGE TO FIRST LEVEL 10'-4" FIRST LEVEL TO SECOND LEVEL 9'-4" SECOND LEVEL TO ROOF LEVEL CEILING HEIGHTS PORTIONS OF RESIDENCE OVER 17'-0" IN HEIGHT ARE COUNTED TWICE PER SECTION 17.80.020 PMC. SEE FLOOR AREA DIAGRAMS ON SHEET G0.06 NOTES
PROPERTY LINE
S.Y. SETBACK ENCROACHMENT PLANE28-FOOT BUILDING HEIGHT LIMIT: IMAGINARY PLANE OFFSET 28'-0" ABOVE (E) GRADE 35-FOOT BUILDING HEIGHT LIMIT: LINE 35'-0" ABOVE LOWEST POINT OF ADJACENT GRADE LINE OF (E) GRADE 21'-212"
9'-4"
31'-3"
(BUILDING HEIGHT MEASURED FROM
LOWEST POINT OF GRADE)
FIN. FLR. @ BASEMENT GARAGE +1061.25 FIN. FLR. @ FIRST LEVEL +1070.25FIN. FLR. @ SECOND LEVEL +1081.75 T.O. PARAPET +1092.46 8'-0" 10'-4" GARAGE MASTER BEDROOM WALK-IN CLOSET BEDROOM 01 BATHROOM 01 BEDROOM 02 LIVING ROOM DINING ROOM KITCHEN LOWEST POINT OF GRADE (BUILDING HEIGHT REFERENCE POINT) +1061.25 TOP PLATE @ ROOF +1091.09 TOP PLATE @ SECOND LEVEL +1080.70 KEY BUILDING HEIGHT PLANE NEIGHBORING PROPERTY FIN. FLR. @ POOL DECK +1057.00 DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 14" = 1'-0" A4.02 SECTION B 1 SECTION B BELOW GRADE GARAGE LIVING ROOM OUTDOOR DECK MASTER BATHROOM MASTER BEDROOM 9'-4"
10'-4" 8'-0" ZONING REQUIREMENTS MAXIMUM PERMITTED BUILDING HEIGHT: 35' - MEASURED FROM LOWEST POINT OF GRADE 28' - IMAGINARY PLANE PARALLEL TO GRADE PROPOSED BUILDING HEIGHT: ~30'-1" BUILDING HEIGHT IS MEASURED FROM THE LOWEST POINT OF GRADE TO THE HIGHEST ROOF PLANE. REQUIREMENT IS DEMONSTRATED ON ELEVATIONS (SEE A3.01 - A3.04) FLOOR TO CEILING HEIGHTS 8'-0" BELOW GRADE GARAGE TO FIRST LEVEL 10'-4" FIRST LEVEL TO SECOND LEVEL 9'-4" SECOND LEVEL TO ROOF LEVEL CEILING HEIGHTS PORTIONS OF RESIDENCE OVER 17'-0" IN HEIGHT ARE COUNTED TWICE PER SECTION 17.80.020 PMC. SEE FLOOR AREA DIAGRAMS ON SHEET G0.06 NOTES 29'-10"
F.Y. SETBACK 28-FOOT BUILDING HEIGHT LIMIT: IMAGINARY PLANE OFFSET 28'-0" ABOVE (E) GRADE 35-FOOT BUILDING HEIGHT LIMIT: LINE 35'-0" ABOVE LOWEST POINT OF ADJACENT GRADE LINE OF (E) GRADE 31'-3"
(BUILDING HEIGHT MEASURED FROM
LOWEST POINT OF GRADE) LOWEST POINT OF GRADE (BUILDING HEIGHT REFERENCE POINT) +1061.25 POOL DECK BEYOND FIN. FLR. @ BASEMENT GARAGE +1061.25 FIN. FLR. @ FIRST LEVEL +1070.25 FIN. FLR. @ SECOND LEVEL +1081.75 T.O. PARAPET +1092.46 FIN. FLR. @ POOL DECK +1057.00 TOP PLATE @ ROOF +1091.09 TOP PLATE @ SECOND LEVEL +1080.70 KEY BUILDING HEIGHT PLANE NEIGHBORING PROPERTY STAIR BEYOND DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 10.24.2024 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 10.24.2024 14" = 1'-0" A4.03 SECTIONS C, D & E 1 SECTION C ZONING REQUIREMENTS MAXIMUM PERMITTED BUILDING HEIGHT: 35' - MEASURED FROM LOWEST POINT OF GRADE 28' - IMAGINARY PLANE PARALLEL TO GRADE PROPOSED BUILDING HEIGHT: ~30'-1" BUILDING HEIGHT IS MEASURED FROM THE LOWEST POINT OF GRADE TO THE HIGHEST ROOF PLANE. REQUIREMENT IS DEMONSTRATED ON ELEVATIONS (SEE A3.01 - A3.04) FLOOR TO CEILING HEIGHTS 8'-0" BELOW GRADE GARAGE TO FIRST LEVEL 10'-4" FIRST LEVEL TO SECOND LEVEL 9'-4" SECOND LEVEL TO ROOF LEVEL CEILING HEIGHTS PORTIONS OF RESIDENCE OVER 17'-0" IN HEIGHT ARE COUNTED TWICE PER SECTION 17.80.020 PMC. SEE FLOOR AREA DIAGRAMS ON SHEET G0.06 NOTES
PROPERTY LINE
F.Y. SETBACK
5'-612"
2'-73 8" +1079.4 +1073.9 +1076.8 (N) CONCRETE SLAB-ON-GRADE STAIR AND WALKWAY HALLWAY MASTER BEDROOM 9'-4" 10'-4" BELOW GRADE GARAGE
8'-0" ENTRY LIVING ROOM LOWEST POINT OF GRADE (BUILDING HEIGHT REFERENCE POINT) +1061.25 POOL DECK BEYOND LINE OF (E) GRADE 28-FOOT BUILDING HEIGHT LIMIT: IMAGINARY PLANE OFFSET 28'-0" ABOVE (E) GRADE 35-FOOT BUILDING HEIGHT LIMIT: LINE 35'-0" ABOVE LOWEST POINT OF ADJACENT GRADE FIN. FLR. @ BASEMENT GARAGE +1061.25 FIN. FLR. @ FIRST LEVEL +1070.25 FIN. FLR. @ SECOND LEVEL +1081.75 T.O. PARAPET +1092.46 FIN. FLR. @ POOL DECK +1057.00TOP PLATE @ ROOF +1091.09 TOP PLATE @ SECOND LEVEL +1080.70 STREET LEVEL +1076 16'-6" DIM. FROM STREET ELEVATION TO TOP OF BUILDING: 16'-6" STAIR BEYOND 31'-3"
(BUILDING HEIGHT MEASURED FROM
LOWEST POINT OF GRADE) 2 SECTION D FIN. FLR. @ POOL DECK +1057.00 SWIMMING POOL 4'-103 8"
4'-0" T.O DRIVEWAY WALL = 1065.33 DRIVEWAY
5'-0" POOL DECK CURB 3 SECTION E T.O DRIVEWAY WALL = 1062.00 8'-0" DRIVEWAY CURB T.O DRIVEWAY WALL = 1074.50 LINE OF (E) GRADE LINE OF (E) GRADE 1'-6"
DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 N.T.S. A9.01 RENDERED VIEW: SOUTH PERSPECTIVE 1 RENDERED VIEW: SOUTH PERSPECTIVE (VIEW FROM SCENIC DRIVE) DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 N.T.S. A9.02 RENDERED VIEW: EAST PERSPECTIVE 1 RENDERED VIEW: EAST PERSPECTIVE
DRAWING NOTES/KEY PLAN TITLE PROJECT Los Angeles CA 90021 toloarchitecture.com TEL 213 278 0678 1700 S. Santa Fe Avenue #240 TOLO Architecture FAX 213 278 0678 CLIENT CONSULTANTS 2-2109-299 Zuming Chen & Yu Zhao 920 Granite Drive, #412 Pasadena, CA 91101 Ye/Chen Residence 1530 Scenic Drive Pasadena, CA 91103 SURVEYOR Hennon Surveying & Mapping, Inc. 601 E Glenoaks Blvd., Suite 208 Glendale, CA 91207 Contact: Rob Hennon Email: [email protected] FILE NO. PROJECT NO. SCALE ISSUE DATE LANDSCAPE ARCHITECT EPT Design 234 N El Molino Ave., Suite 100 Pasadena, CA 91101 Contact: Nord Eriksson Email: [email protected] CIVIL ENGINEER Forma Engineering 400 San Fernando Mission Blvd., Suite 200 San Fernando, CA 91340 Contact: Aret Binatli Email: [email protected] 01.29.2025 STRUCTURAL ENGINEER Labib Funk + Associates 319 Main St El Segundo, CA 90245 Contact: Fabio Zangoli Email: [email protected] RECORD DATE PRE PLAN REVIEW SUBMITTAL 02.03.2022 HILLSIDE DEV. PERMIT SUBMITTAL 07.13.2023 HILLSIDE DEV. PERMIT RESUB. 01.12.2024 ARBORIST Carlberg Associates 80 West Sierra Madre Boulevard, #241 Sierra Madre, CA 91024 Contact: Cy Carlberg Email: [email protected] HILLSIDE DEV. PERMIT RESUB. #2 08.30.2024 HILLSIDE DEV. PERMIT RESUB. #3 12.02.2024 HILLSIDE DEV. PERMIT PLANS 01.29.2025 N.T.S. A9.03 RENDERED VIEW: NORTH PERSPECTIVE 1 RENDERED VIEW: NORTH PERSPECTIVE