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HomeMy WebLinkAboutReso - PC - 2024-10.15-9BRESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW RESOLVED, by the Planning Commission of the City of Burlingame that WHEREAS, a Categorical Exemption has been prepared and application has been made for Design Review for a new, two-story single -unit dwelling and detached garage at 1128 Lincoln Avenue zoned R-1. Kimberly Wickam property owner, APN: 026-083-110• WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on October 15th. 2024, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that On the basis of the Initial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per Section 15303 (a), which states that construction of a limited number of new, small facilities or structures including one single family residence or a second dwelling unit in a residential zone is exempt from environmental review. In urbanized areas, up to three single-family residences maybe constructed or converted under this exemption, is hereby approved. 2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review are set forth in the staff report, minutes, and recording of said meeting. 3. It is further directed that a certified copy of this resolution be recorded in the official records of the County of San Mateo. �} Chairperson � G Secretary of the R nning Commission of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 15th day of October, 2024 by the following vote: 1128 LINCOLN AVE - RESO 2024-1015-gB AYES: COMAROTO, HORAN, LOWENTHAL, SCHMID, SHORES, TSE NOES: NONE ABSENT: PFAFF RECUSED:NONE EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 1128 Lincoln Avenue Effective October 25, 2024 Page 1 1. that the project shall be built as shown on the plans submitted to the Planning Division date stamped October 7, 2024, sheets A.1 through ADA, SPA, L.S.1, TP.0, and Topographic Survey; 2. that the roof pitch of the roof above the second floor window facing Lincoln Avenue shall be increased to align with the roof pitch at the entry; and that the depth of the eave on the lower roof facing Lincoln Avenue shall be reduced in depth so that it is lesser than the main roof; 3. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYI or amendment to be determined by Planning staff); 4. that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; 5. that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 6. that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; 7. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; 8. that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 9. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 10. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 1128 Lincoln Avenue Effective October 26, 2024 Page 2 THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 11. that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property corners, set the building footprint and certify the first -floor elevation of the new structure(s) based on the elevation at the top of the form boards per the approved plans; this survey shall be accepted by the City Engineer; 12. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; 13. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 14. that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. NEW RESIDENCE + DETACHED GARAGE.-OIADU Geurse Conceptual Desi8ns, Inc. FOR MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE, BURLINGAME CALIFORNIA 94010 BUILDING MAINTENANCE AND OPERATION (2022 CGC §4.410) AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED AT FINAL INSPECTION. 2022 CGC §4.410.1 WHERE 5 OR MORE MULTIFAMILY DWELLING UNITS ARE CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCESSIBLE AREAS THAT SERVE ALL BUILDINGS ON SITE AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE, AND COLLECTION OF NONHAZARDOUS MATERIALS FOR RECYCLING, INCLUDING PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE AND METALS, OK MEET LOCAL ORDINANCE, IF MORE RESTRICTIVE. 2022 CGC §4.410.2 BUILDING DEPT. GENERAL NOTES 1. ANY HIDDEN CONDITIONS REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW BY THE PLANNING COMMISSION. THE BUILDING OWNER, PROJECT DESIGNER, AND /OR CONTRACTOR MUST SUBMIT A REVISION TO THE CITY FOR ANY WORK NOT GRAPHICALLY ILLUSTRATED IN THESE PLANS PRIOR TO PERFORMING THIS WORK - VERIFICATION (2022 CGC §703) UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2022 CODE REQUIREMENTS. 2022 CGC §703.1 TITLE 24 SPECIAL FEATURES. HERS FEATURE SUMMARY -ADU REQUIRED SPECIAL FEATURES THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. • VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION (VERIFICATION DETAILS FROM VCHP STAFF REPORT, APPENDIX B, AND RAN TITLE 24 SPECIAL FEATURES-, HERS FEATURE SUMMARY, -RESIDENCE REQUIRED SPECIAL FEATURES THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. • DUCTS IN CRAWL SPACE • NORTHWEST ENERGY EFFICIENCY ALLIANCE (NEEA) RATED HEAT PUMP WATER HEATER; SPECIFIC BRAND/MOI OR EQUIVALENT, MUST BE INSTALLED HERS FEATURE SUMMARY HERS FEATURE SUMMARY THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD -VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD -VERIFIED BY A CERTIFIED HERS RATER AS A DETAIL IS PROVIDED IN THE BUILDNG TABLES BELOW. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL COMPLETED IN THE HERS REGISTRY DETAIL IS PROVIDED IN THE BUILDNG TABLES BELOW. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE BUILDING -LEVEL VERIFICATIONS: COMPLETED IN THE HERS REGISTRY • QUALITY INSULATION INSTALLATION (QII) BUILDING -LEVEL VERIFICATIONS: •QUALITY INSULATION INSTALLATION (QII) •INDOOR AIR QUALITY VENTILATION INDOOR AIR QUALITY VENTILATION COOLING SYSTEM VERIFICATIONS: COOLING SYSTEM VERIFICATIONS: • VERIFIED REFRIGERANT CHARGE MINIMUM AI RFLOW AIRFLOW IN HABITABLE ROOMS (SC3.1.4.1.7) • FAN EFFICACY WATTS/CFM HEATING SYSTEM VERIFICATIONS: HEATING SYSTEM VERIFICATIONS: •VERIFIED HEAT PUMP RATED HEATING CAPACITY • VERIFIED HEAT PUMP RATED HEATING CAPACITY WALL -MOUNTED THERMOSTAT IN ZONES GREATER THAN 150 FT2 (SC3.45) -VAC DISTRIBUTION SYSTEM VERIFICATIONS: DUCTLESS INDOOR UNITS LOCATED ENTIRELY IN CONDITIONED SPACE (SC3.1.4.1.8) • DUCT LEAKAGE TESTING HVAC DISTRIBUTION SYSTEM VERIFICATIONS: DOMESTIC HOT WATER SYSTEM VERIFICATIONS: • --NONE -- -- NONE DOMESTIC HOT WATER SYSTEM VERIFICATIONS: NONE SOLAR POWER AND PHOTOVOLTAIC SYSTEM SOLAR POWER AND PHOTOVOLTIC SYSTEM SHALL BE DEFERRED SUBMITTAL AND SHALL BE REVIEWED AND APPROVED BY BUILDING DEPARTMENT PRIOR TO INSTALLATION 1: EFFICIENCY MR INCLUDES IMPROVEMENTS TO THE BUILDING ENVELOPE AND MORE EFFICIENT EQUIPMENT 2: TOTAL EDR INCLUDES EFFICIENCY AND DEMAND RESPONSE MEASURES SUCH AS PHOTOVOLTAIC (PV) SYSTEMS AND BATTERIES 3: BUILDING COMPLIES WHEN EFFICIENCY AND TOTAL COMPLIANCE MARGINS ARE GREATER THAN OR EQUAL TO ZERO • STANDARD DESIGN PV CAPACITY: 255 KWDC • PV SYSTEM RESIZED TO 255 KWDC (A FACTOR OF 2554) TO ACHIEVE 'STANDARD DESIGN PV' PV SCALING BURLINGAME CONSTRUCTION HOURS NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS OF &00 A.M. AND 7DO PM ON WEEKDAYS, AND 9:00 AM AND 6.00 PM ON SATURDAYS, EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE (3) DAYS FOR PROJECTS INCLUDING STRUCTURES WITH A GROSS FLOOR AREA OF LESS THAN 40,000 SQUARE FEET; AND WHEN REASONABLE TO ACCOMPLISH THE ERECTION, DEMOLITION, ALTERATION OR REPAIR, NOT TO EXCEED TWENTY (20) DAYS FOR PROJECTS INCLUDING STRUCTURES WITH A GROSS FLOOR AREA OF 40,000 SQUARE FEET OR GREATER NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE ON SUNDAYS OR ON HOLIDAYS. FOR THE PURPOSE OF THIS SECTION, HOLIDAYS ARE THE DAYS SET FORTH IN SECTION 13.04.100 OF THE BURLINGAME MUNICIPAL CODE AND ARE DEFINED AS: JANUARY I THE THIRD MONDAY IN JANUARY THE THIRD MONDAY IN FEBRUARY THE LAST MONDAY IN MAY JULY 4 THE FIRST MONDAY IN SEPTEMBER THE SECOND MONDAY IN OCTOBER NOVEMBER 11 THE FOURTH THURSDAY IN NOVEMBER DECEMBER 25 WHENEVER A HOLIDAY FALLS ON A SUNDAY, THE MONDAY FOLLOWING IS A HOLIDAY. WHENEVER A HOLIDAY FALLS ON A SATURDAY, THE FRIDAY PRECEDING IS A HOLIDAY. THE RESTRICTIONS STATED IN THIS SECTION SHALL NOT APPLY TO WORK THAT DOES NOT REQUIRE A PERMIT UNDER ANY APPLICABLE LAW OR REGULATION. SANDBLASTING OR SIMILAR EXTERNAL BUILDING CLEANING SHALL BE LIMITED TO 8:00 AM. TO 5:00 PM MONDAY THROUGH FRIDAY, AND PROHIBITED ON HOLIDAYS ON SUCH DAYS. BURLINGAME FIRE PROTECTION FOR RESIDENCE 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE AND DETACHED GARAGE + ADU UNDER SEPARATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE OF CALIFORNIA. PLANS TO BE DESIGN AND BUILD AND APPROVED BY FIRE DEPARTMENT PRIOR TO CONSTRUCTION. FIRE PROTECTION COMPANY TO VERIFY THROUGH CALCULATIONS SIZE OF WATER METER AND NEW MAIN WATER LINE TO RESIDENCE PRIOR TO ANY INSTALLATION OF METER 2. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE UNDER SEPARATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE OF CALIFORNIA.PLANS TO BE DESIGNED AND BUILD AND APPROVED BY FIRE DEPARTMENT PRIOR TO CONSTRUCTION. FIRE PROTECTION COMPANY TO VERIFY THROUGH CALCULATIONS SIZE OF WATER METER PRIOR TO ANY INSTALLATION OF METER 31IRE SPRINKLER PLANS S-ALL BE SUBMITTED UNDER SEPARATE PERMIT TO CENTRAL COUNTY FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 4. PROVIDE A BACKFLOW PREVENTION DEVICE / ASSEMBLY - SCHEMATIC OF WATER LATERAL LINE AFTER METER SHALL BE SHOWN ON BUILDING PLANS, SEE DETAIL 3, SHEET AD.1 SEE SITE PLAN FOR LOCATION. 5. CONTRACTOR SHALL INSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR FIRE PROTECTION IS TESTED AND APPROVED BY THE SAN MATEO COUNTY ENVOIRMENTAL -EALT- APPROVED CONTRACTOR. 6. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPE AREAS. 7. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDING LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50% 8. MINIMUM OF I" METER REQUIRED. SIZE OF METER TO BE SIZED BASED ON FIRE SPRINKLER DESIGNED CALCULATIONS. SUBJECT PROPERTY O O= a '3AV VW07Vd lllp DISCLAIMER NIF.THER GEURSE CONCEPTUAL DESIGNS, INC. OR THE PROJECT ENGINEERS SHALL BE RESPOSIBLE FOR ANY ACTIONS TAKEN. BY ANYONE ON THE PROJECT IF THAT PERSON HAS KNOWLEGDE OF ANY CALCULATIONS OR SPECIFI- CATIONS UNTIL GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS OR PROJECT ENGINEERS HAVE BEEN NOTIFIED. UPON NOTIFICATION THE PARTIES INVOLVED WILL CORRECT THE DISCREPANCY, MAKE THE NECESSARY INCLUSIONS OR MORE CLEARLY EXPLAIN THE INTENT OF THE DRAWINGS, CALCULATIONS OR SPECIFICATIONS. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONST. MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES NECESSARY TO COMPLETE THE PROJECT. THE CONTRACTOR SHALL ALSO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF GEURSE CONCEPTUAL DESIGNS, INC. AND PROJECT ENGINEERS SHALL NOT INCLUDE INSPECTION OF PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRE FOR THE SAME, WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANY SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS AND THE PROJECT ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION WHICH ARE FURNISED BY OTHERS. THE SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. AND THE ENGINEERS, WHEATHER OF MATERIAL OR WORK, AND WHEATHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFOR- MANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. HOWEVER, THEY DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. ALL SUB -CONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE OF ALL APPLICABLE CODES AND REGULATIONS REGARDLESS OF WHAT IS SHOWN ON DRAWINGS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD BUILDING CODES BY GOVERNING JURISDICTIONS OF APPLICABLE CODES. THE BUILDER OF THIS STRUCTURE SHALL BE TOTALLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND DETAILS OF THESE PLANS PRIOR TO AND DURING CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL CHECK ALL DRAWINGS FURNISHED TO THEM IMMEDIATELY UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE CONCERNING PARTIES OF ANY PROBLEMS, DETAILS, OR DISCREPANCIES. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES IN ALL CONDITIONS, DIMENSIONS, AND DETAILS. ANY DISCREPANCIES SHALL BE CORRECTED PRIOR TO THE COMMENCEMENT OF ANY WORK IN THE AREA OF QUESTION. THE CONTRACTOR AND ANY EFFECTED SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR ANY ERRORS WHICH MAY HAVE BEEN OMITTED THEREBY. PROJECT DIRECTORY OWNER KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME CA 94010 CONTACT: KIMBERLY WICKAM STRUCTURAL ENGINEER: - STATE OF CA LICENSE NO: C039390 AART ASSINK AART ASSINK ASSOCIATES 1611 EL PRADO AVENUE TORRANCE CALIFORNIA, 90501 TEL 310.618.0782 EMAIL: AA-ASSOCOPACBELLNET DESIGN & CONSTRUCTION DOCUMENTS TITLE 24. GEURSE CONCEPTUAL DESIGNS, INC. 405 BAYSWATER AVENUE BURLINGAMECA 94010 TEL 650.703.6197 FAX 650.558.9324 CONTACT: JESSE GEURSE E:MAIL: JGEURSE@GMAIL.COM SURVEYOR: BGT LAND SURVEYING 650-212-1030 LLEE@BGTSURVEYING.COM 871 WOODSIDE WAY - SAN MATEO, CA 94401 W W W.BGTSURVEYING.COM GAS NOTE PRECISE GREEN CONSULTING, INC. T.818-446-6563 E RAFFIOPRECISEGREEN CONSULTING.COM CONTACT: RAFFI DAR SOILS AND CIVIL ENGINERRING SIGMA PRIME GEOSCIENCES, INC. 332 PRINCETON AVENUE HALF MOON BAY CA 94019 CONTACT. CHARLES KISSICK P.E. 650.7283590 SIGMAPRMOPACBELLNET NO NATURAL GAS WILL BE INCLUDED IN THIS PROJECT VICINITY MAP N- I a0 b - — ' " - —I _ _�—� to v'100AI IVO 'a _ — tlai Ntls _ OOSIO N vW tls) = R nee a' ®`asro aai O $ IF mom a ¢ l R '3AV VNn9V7 9 R '3AV ONIHOndV0 (At o� a m1lli; 1 1 1 � PROJECT DATA OCCUPANCY GROUP: R3/U DESCRIPTION OF USE SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V B SPRINKLERS: REQUIRED FOR RESIDENCE, GARAGE + ADU # OF STORIES: 2 STORIES ASPN: 026-083-110 RESIDENCE, LOT COVERAGE SEE SHT. A.I.SF+A.2.SF ALLOWABLE FLR. AREA RATIO SEE SHT. A.I.SF+A.2.SF FLOOR AREA CALCULATION SEE SHT. A.I.SF+A.2.SF CODE COMPLIANT THESE PLANS ARE TO COMPLY TO THE FOLLOWING CODES, ORDINANCES, RULES AND REGULATIONS; A) 2022 CALIFORNIA BUILDING CODE B) 2022 CALIFORNIA RESIDENTIAL CODE C) 2022 CALIFORNIA ELECTRICAL CODE D)2022 CALIFORNIA MECHANICAL E) 2022 CALIFORNIA FIRE CODE F) 2022 CALIFORNIA PLUMBING CODE G) 2022 CALIFORNIA GREEN BUILDING CODE H) 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS I) BURLINGAME MUNICIPAL CODE, ETC. J) ALL OTHER STATE, MUNICIPAL AND LOCAL ORDINANCES, CODES, RULES AND REGULATIONS. K)) AS AMENDED BY THE STATE OF CALIFORNIA BUILDING CODE CITY OFFICIAL CONTACTS PLANNING DIVISION: CATFIERINE KEYLON - (650) 558-7252 OR CKEYLONOBURLINGAMEORG FIRE:PATRICIA KOCH - (650)-558-7618 OR PKOCHOCCFD.ORG BUILDING DIVISION: RICK CARO - (650) 558-7270 OR RCAROOBURLINGAMEORG PUBLIC WORKS: MARTIN QUAN- (650)558-7245 OR MQUANOBURLINGAMEORG PARKS DIVISION: ELLYN SHI A - (650) 558-7334 OR ESHEAOBURLINGAMEORG SHEET INDEX SHEET NO. DESCRIPTION T.0 TITLE SHEET + PROJECT DATA SITE BMP.1 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S) 1 SURVEY DM.O SITE DEMOLITION PLAN SP.1 SITE PLAN LANDSCAPE LS.1 LANDSCAPE / HARDSCAPE PLAN TP.O TREE PROTECTION DETAILS PUBLIC WORKS PW.1 PUBLIC WORKS REQUIREMENTS AND DETAILS PW.2 PUBLIC WORKS REQUIREMENTS AND DETAILS PW.3 SITE DETAILS &MIT' GI Wet"it \1 Al FIRST LEVEL FLOOR PLAN AI.SF FIRST LEVEL FLOOR AREA CALCULATION PLAN A2 SECOND LEVEL FLOOR PLAN A2.SF SECOND LEVEL FLOOR AREA CALCULATION PLAN A3 ROOF + GARAGE / ADU LEVEL PLAN A4 EXTERIOR ELEVATIONS A5 EXTERIOR ELEVATIONS A6 EXTERIOR ELEVATIONS GARAGE A7 EXTERIOR RENDERINGS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS ADA DETAILS PROJECT DESCRIPTION NEW 2 STORY RESIDENCE WITH A NEW DETACHED 1 CAR GARAGE + ADU: 4 BEDROOMS,1 ENTERTAINMENT ROOM, 4 FULL BATHROOMS, 2 BATH , LIVING ROOM, DINING ROOM, FAMILY ROOM, KITCHEN, PANTRY + LAUNDRY. 405 Bayswater Ave. Burlin8ame, California 94010 tel:650.703.6197 email: j8eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE #11 CITY OF BURLINGAME BUSINESS NO: 22811, EXPI ATION DATE 06, • i BURLINGAME C A L I F U R N 1 n /A DESIGNS, INC. U 1 7-24-2024 JFG PLANNING DESIGN C0M1vIENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS T14E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE TFIEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW RESIDENCEo DETACHED ADU MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 DATE 2403 JOB NO. DRAWN JFG BY. REVIEWED JFG FG DRAWING TITLE TITLE SHEET + PROJECT DATA ENGINEER I DRAWINGNO. AART ASSINK SCALE AS SHOWN RELEASED TO CONSTRUCTION T.0 ©©ooaoaoee © © w lll ® ®� m CONSTRUCTION BEST MANAGEMENT PRACTICES Geurse Conceptual Designs, Inc. SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the storinwater best management practices (BM P) on this page, as they apply to your project, all year long. Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover .tockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 Jaya. I] Use (hut don't oventse) reclaimed water for dust control Hazardous Materials ❑ Label all hazardous materials and hazardous wastes Ouch as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county. state and l�Yfcral regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment. and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. C] Arrange for appropriate disposal of all hazardous wastes. Waste Managernent ❑ Cover waste disposal container% securely w ith tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not o%erfillcd Never hose down a dumpstcr on the construction site. O Clean of replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, ctc. ) U Dispose of liquid residues from paints. thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effecti%c perimeter controls and stabili7c all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sedin><nt source to prevent further tracking. Ncvcr hose down strccts to clean up tracking. Equipment Management & Spill Control Stainteoance and Parking ❑ ix:signatc an area, fitted with appropriate BMPs, for - vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site U lhrefueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycic or dispose of fluids as hazardous waste. O If vehicle or equipment cleaning must he done onsite, clean with water only in a finned area that will not allo%% rinse water to run into gutters, strccts, storm drains, or surface waters. U Do not clean vehicle or equipment onsitc using soaps, soli ents, degreascrs, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup matcnals (e.g.. rags, absorbents and cat litter) available at the construction site at all turves. 0 Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch Icaks until repairs are made. ❑ Clean Lip spills or leaks immediately and dispose of cleanup matcrials properly. O Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorhent materials, cat litter, and/or rags). U Sweep up spilled dry materials immediately. I)i+ not try to wash them away with water. or bury them O Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. O Report significant spills immediately. You arc required by law to report all significant releases of hazardous materials. including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hour%). Farthmt►vilig D Schedule grading and excavation work during dry weather. D Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established U Removc existing vegetation only when absolutely necessary, and+eed or plant vegetation for erosion control on slopes or where consiniction is not immediately planned. U Prevent sediment from migrating offsite and protect storm drain inlets, gutters. ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiter rolls. silt fences. sediment basins. gravel bags. berms, etc. U Keep excavated soil on site and transfer it to dump trucks on site. not in the streets. ( onlaminatcd Soils U It any of the following conditions are (+scr%ed, test for contamination and contact the Regional Water Quality Control Board: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Buried barrels. debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured I om contacting stormwater runoff. ❑ Cover stone drain inlets and manholes when applying scat coat, tack coat, slum' seal, fog sea[. etc ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or .,.and. Do NOT sweep or wash it into gutters. O Do not use water to wash down fresh asphalt concrete pavenient. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting Use filter fabric, catch basin inlet filters, of gravel bags to keep slurry out of the stonn drain system. U Shovcl, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day ( whichever is sooner! ) 0 If sawcul slurry enteral a catch basin, clean it up immediately. Concrete, Grout & Mortar Application U Store concrete. grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff. and wind. ❑ Wash out concrete equipment/trucks ofl'site or in a designated washout area. where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. J When w aching exposed aggregate. prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwatcr onto dirt areas, or drain onto a bernued surface to be pumped and disposed of properly. Landscaping E r� J Ll Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. U Stack bagged material on pallets and tender cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal I— Painting Cleanup and Removal O Never clean brushes or rinse paint containers into a street, Sutter, storm drain, or stream. O For water -bawd paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non-ha/ardour dry stripping and sand blasting may be Swept up or collected in plastic drop cloths and disposed of as trash ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury. or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering 1_ 1 ❑ Discharges of groundwater or captured runoff from dewatering operations must he properly managed and disposed. When possible send &-watering discharge to landscaped area or sanitary sewer. it discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsitc away from all disturbed areas. U When dcwatcring, notify and obtain approval from the local municipality t-k-fore discharging water to a street gutter or storm drarn- Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to deterttunc whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. 405 BaLjswater Ave. Burhn8ame, California 94010 tel: 650.703.6197 email: 18eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE 06, .� CITY i dlLi r � DESIGNS, INC. U 1 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW RESIDENCE + DETACHED ADU FOR MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE CONSTRUCTION BEST MANAGEMENT PRACTICES DATE 2403 JOB NO. DRAWN JFG BY: ENGINEER AART ASSINK DRAWING NO. REVIEWED BY: JFG SCALE: AS SHOWN RELEASED TO CONSTRUCTION BMP.1 �Z, 0 8 16 24 SCALE: 1 INCH = 8 FEET LOT 10 LAMPHOLE N 53' 15'00" W 70 X X 17.13� 6' WOOD FENCE LJ A Wz 17.36 8" TREE �D ox 017.81 17.31--� 0 17.56 17 21 'CANTILEVER` THRESHOLD SSCO 17.81 x 17.530 17.0 17.19 ENCLOSED O 17.5 _ IWOOD DECK LO " 8" TREE I THRESHOLD 17 99X 19.36 x 17.45 '17.44 d EXISTING EXISTING GARAGE _ - L O T 11 GARAGE 17.37. 41.6' - - MAP OF BURLINGAME GROVE CONCRETE D BOOK 4 MAPS 46 3 �o z BLOCK 11 17.62 FF GARAGE to D n I , M 17.39 17.74 1 �•6 ° `WOOD WALL -17.43 D 17.15 �/ D dX CONCRETE, ° oo ° ° 1 DRIVEWAY p D CONCRETE ° D d CONCRETE D I DRIVEWAY D ° e. 17e50 17.3 D 16.4 63 - - - - - - 1620 - a� ° 1620 S 53' 1'00" E o SSMH 15.96 FOUND MAG NAIL WITH BRASS WASHER "RCE 20858" EXISTING RESIDENCE LOT 13 E 108.34' N 17. 40 33 4--Xl 7.01 ai CONCRETE .32 d 17.33 17.02 777 LOT 12 APN 026-083-110 p p D, 16.11 ° 16.20 D 15.89 D 16.21 ° , 9 d p 30" T p ° 24"TvTREE 5: 15.66 15.79 1 15. ° 15.37 15.22 p 15.39;. 1 15.53 I D d 14.8 14.35 ° ) 1431 15.07 24" TREE 1 04 STANDARD CURB AND GUTTER 15.44 15.17 14.44 14. 42 WIVI 17.06 \ 1 /. U2 - U D ,zo 110 01 O ° RIDGE: 30.6 17.1' O 17.09 U) D 15.82 D THRESHOLD 16.14 1, 15.7'2 18" TREE 1 9.28 , w U � Y 17.16 � � - 15.27 7482 17. 3 17.57 17.47 Yct 3> CONCRETE FL O U o z 17.51 ° 17.41 LO o ° d � CHIMNEY 17.24 17.06 15.42 17.07-------- 17.08 -------- 17.21 00 15.89 16.44 PICKET FENCE CONCRETE CURB' 15.90 °. 15.92 - ° 15.78 p 108a34 15.84 15.02 ° CONCRETE WALK f 15.87 _ 15.78 1 .99 O15.92 0 24" TREE N I 1 5 15.62 15.49 ' oc - 1 .1 9° D 5.0 x15.51 15.41 I 15.19 LU STANDARD CURB of AND GUTTER OI u7I °I CROSSWALK ZI x 15.99 x 15.95 N 53°15'00" W 1 q7 241.68' 1 9_9 -____ - 30.00' x 15.96 x 15.95 �16.12 LAGUNA AVENUE [50' WIDE] BASIS OF BEARINGS BEARINGS SHOWN HEREON TAKEN FROM THE RECORD OF SURVEY WHICH WAS FILED FOR RECORD IN VOLUME 39 OF ILLS MAPS PAGE 92 ON JUNE 6, 2014, SAN MATEO COUNTY RECORDS. BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED UPON NAVD 88 DATUM. BENCHMARK USED WAS THE NGS DISK "TIDAL 1" (HT0562) WITH A PUBLISHED ELEVATION OF 15.6 FEET. THE RIM OF THE SANITARY SEWER MANHOLE IN LAGUNA AVENUE, SOUTHWEST OF THE SUBJECT PROPERTY, ACTS AS THE SITE BENCHMARK WITH AN ELEVATION OF 15.96 FEET. NO TESE 5.56 5,417 SQ. FT. w c.� 0 EXISTING RESIDENCE BGT RELIED UPON A FIDELITY NATIONAL TITLE REPORT, ORDER NO. 3052400162, AS TITLE REFERENCE. NO EASEMENTS OF RECORD WERE REFERENCED WITHIN SAID REPORT. UTILITIES SHOWN HEREON TAKEN FROM VISUAL SURFACE EVIDENCE AND SHOULD BE CONSIDERED AS APPROXIMATE ONLY. ACTUAL LOCATIONS OF UTILITIES MAY VARY. TRUE LOCATION OF UTILITIES CAN ONLY BE OBTAINED BY EXPOSING THE UTILITY. TREE LOCATIONS SHOWN HEREON ARE SHOWN SYMBOLICALLY WITH SYMBOL SIZES BASED UPON TRUNK DIAMETER AT CHEST HEIGHT, AT THE LOCATION WHERE THE TREE ENTERS THE GROUND SURFACE. LOCATIONS AND SIZES OF TREE TRUNKS CAN ONLY BE CONSIDERED APPROXIMATE UNLESS OTHERWISE STATED ON THE MAP. TREES OF TRUNK DIAMETER SIZES OF 6 INCHES OR GREATER WERE LOCATED BY THE FIELD CREW. SURVEY PERFORMED BY: BGT LAND SURVEYING www.bgtsurveying.com DATE OF FIELD SURVEY: MAY 10, 2024 JOB NUMBER: 24-045 SSMH 0 JP CROSSWALK FOUND MAG NAIL WITH WASHER "RCE 20858" Lv a w x 15.35 Q C� z J m J of w 0 w i W 3 o o 00 W LO �--� N x 15,59 0 J C� Z ►! GSDMH DMH 15.87 SSMH I 1 x16.10 FOUND MAG NAIL WITH BRASS /WASHER "RCE 20858" LEGEND AC ASPHALT CONCRETE BW BACK OF WALK CB CATCH BASIN C/L CENTERLINE CMP CORRUGATED METAL PIPE CI CAST IRON PIPE CO CLEAN OUT BOX CID SURVEY CONTROL POINT CPP CORRUGATED PLASTIC PIPE CTV CABLE TELEVISION LINE DI DROP INLET EM ELECTRIC METER EV ELECTRIC VAULT FF FINISHED FLOOR FL FLOWLINE FH FIRE HYDRANT GM GAS METER GRID GROUND GUY GUY ANCHOR GV GAS VALVE HCR HANDICAP RAMP HVE HIGH -VOLT ELECTRIC INV. INVERT IP IRON PIPE JP JOINT POLE KV KILOVOLT LAT. LATERAL LG LIP OF GUTTER MH MH (TYPE UNKNOWN) MON-MON MONUMENT TO MONUMENT DISTANCE PBV PACBELL/SBC VAULT PGE PG&E VAULT PIV POST INDICATOR VALVE PP POWER POLE SDMH STORM DRAIN MANHOLE SL STREET LIGHT SLB STREET LIGHT BOX SLV STREET LIGHT VAULT SSMH SANITARY SEWER MANHOLE SSV SANITARY SEWER VAULT TBC TOP BACK OF CURB TBM TEMPORARY BENCHMARK TS TRAFFIC SIGNAL TSB TRAFFIC SIGNAL BOX UNK UNKNOWN TYPE VCP VITRIFIED CLAY PIPE WBF WATER BACK FLOW VALVE WM WATER METER BOX WV WATER VALVE -G- GAS LINE -OH- OVERHEAD LINE -SD- STORM DRAIN LINE -SS- SANITARY SEWER LINE -W- WATER LINE I O ' E o Q � � U a (Z0) c o I c� _� 5) I � jO > Cl) � O N_ (n N 7 o O (.0 I � 00 BAN D S)� G. 7, 9r� F� 3 -)3 J * NO.7551 \Q gTFOF F0 \W d- Cn v� UCL Q 3z O �n O V w O� Q O m Z� QU O J m N_ I- Q O Z D O 00 Assessor Parcel Number: LINCOLN AVENUE HOUSE SETBACKS I I 026-083-110 ADDRESS: SETBACK: I I 1128 17.1' Prepared For: 1124 17.9' (BRICK PORCH) KIMBERLY WICKAM 1120 21.1' (BRICK PORCH) 10 GREENVEW LANE 1116 14.9' (BRICK PORCH) HILLSBOROUGH, CA 94010 1112 14.9' 1100 7.8' I o I Date: MAY 2024 Scale: 1" = 8' Contour Interval: 1' Drawn by. N. W. Revisions: I I I o SU-1 Job No. 24-045 DEMO. PLAN -LEGEND DEMOLITION GENERAL NOTES SITE DEMOLITION KEYNOTES G e U YS e Conceptual I11 C. De S 1811 S GENERAL CONTRACTOR GENERAL DEMOLITION NOTES: 1. DEMOLISH EXISTING RESIDENCE AND GARAGE TO NATURAL GRADE 2. DEMOLISH EXISTING HARD/SOFT SCAPE AS SHOWN. , EXISTING TO BE DEMOLISHED. A. PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION CREW. 3. DEMOLISH EXISTING TREE NON PROTECTED TREES ON LOT. CONTRACTOR TO HAVE ENTIRE SITE UTILITIES LOCATED BY USA BEFORE 4. UTILITY NOTE. SEWER LATERAL, WATER SERVICE, GAS AND DEMOLITION B. ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL ELECTRICAL ITEMS TO ELECTRICAL LINES SHALL BE DISCONNECTED AT THE MAIN AND PER CITY 405 Bayswater Ave. BE REMOVED. CONSULT OWNER ON COLOR OF PLATE REQUIREMENTS.) AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR Burlingame, California 94010 lim-1 1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY DESIGNER OF ALL THESE ITEMS. CONTRACTOR SHALT_ CALL "USA" TO DETERMINE ALL UTILITY tel: 650.703.6197 DISCREPENCIES BEFORE PROCEEDING WITH WORK. LOCATIONS PRIOR TO DISCONNECTING. email: jgeurse@gmail.com C. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE 6. STARTING JUNE 5, 2019 ALL PROJECTS THAT INVOLVE DEMOLITION OF A BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPOOT OF BUILDING WILL NEED TOE NSURE THAT POLYCHLORINATED BIPHENYLS SIGNATURE BOX: CONSTRUCTION WASTE MANAGEMENT STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR DO NOT ENTER THE STORM DRAINS PER MUNICIPAL CODE 15.15 MANAGING NAME JESSE GEURSE (2022 CGC §4.408) INJURY PCBSDURINGBUILDINGDEMOLrrIONORDINANCE • , D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFTY OF THE 7. EXISTING LAMP HOLE TO REMAIN AND BE REPLACED PER CITY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT BURLINGAME PUBLIC WORKS REQUIREMENTS. CITY OF BURLINGAME BUSINESS LICE E : GEXO C AL DESIGNS, INC. RECYCLE AND/OR SALVAGE A MINIMUM 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE. THIS IS NOT APPLICABLE TO SOIL AND STRUCTURE DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 8. TREE PROTECTION FENCING IS TO BE IN PLACE PRIOR TO NO: 22811, EXPIRATION DATE 06/30/ 025 LAND CLEARING DEBRIS. 2022 CGC §4.408.1 E ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY COMMENCEMENT OF DEMOLITION AND CONSTRUCTION. SEE SHEET TRO FOR TYPICAL DETAILS SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE EFFECTED UTILITY COMPANY IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING WORK. F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICES LINES AND CAPPING LOCATIONS AN PROJECT RECORD DOCUMENTS. G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED. IMMIENDIATELY REMOVE FROM SITE H. DEMOLISH IN A ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT THE EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, WHERE CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR, PATCH, REFINISH, OR REPLACE SAID ITEMS AS REQUIRED TO MATCH EXISTING AT NO CHARGE TO THE OWNER K. CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED TO PREVENT LEAKAGE RETROFIT EXISTING AS REQUIRED FOR CONNECTION OF NEW PLUMBING FIXTURES. L. A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION,PER CGC 4.408 AND SHALL COMPLY TO CITY OF BURLINGAME BURLINGAMEORDINANCE #1704 C A L I F U R N 1 n I � �11 , • 24"TREE O 7 — — -X— — — —X— —X— — X— — — — X— —X— — — —X— — — — 6' WOOD FENCE I —ETE 8 TREE � ---- CONCR— R G ° �I \ Wssco I I 1\ \ �\ U ENCLOSED SSCo 0 0 \ \ \ ------- aveei�r�Eelt \ I\ I� " \� 8'.TREE \ k THRESHOLD RIDGE: 30.6 0 -- — — — — — — \--- —17.r----- EXISTING GARAGE \\ � 1� THRESHOLD \ �_�\_ I I k TREE / O — - ---------- 41.6'---------k EXISTING RESIDENCE III 1 \ CONCTE — CONCRETE FF GARAGE �i C\�\ WOOD WALL F \x — \ \ \ \ 0 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 \ \ \ 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 CONCRETE NO. DATE BY DESCRIPTION CONST. CONCRETE o \ \ \ I REVISIONS DRIVEWAY � \ IT IS THE RESPONSIBILITY OF THE �" PICKET FENCE \ — xL_ — — —0= _ _ _°- — — _ -°- — _ — °- — — _ _ _° _ _ _ _ =0 — — — —° — — — - CONCRETECURB CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE G THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES 30" TREE O e �I 24" a 1 DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. 1, \ � I 1.\ � \24"TREE PROJECT NAME - NEW RESIDENCE + DETACHED ADU FOR MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXISTING SITE DEMOLITION PLAN DATE ENGINEER. DRAWING NO. 2403 AART ASSINK SCALE: ASSHOWN JOBNO.DM.0 DRAWN JFG BY RELEASED TO EXISTING SITE DEMOLITION PLAN REVIEWED CONSTRUCTION SCALE 1/8"=1'-0" BY JFG PUBLIC WORKS NOTES PARKS DEPARTM NT SITE PLAN KEYNOTES G e u rs e Conceptual De s i 8 n s, Inc. 1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. SEE SHEET BMP.1 CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER, SIDEWALK, DRIVEWAY AND OTHER APPURTENANT WORK IF AREAS CONTRACTOR 1. ACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. 1. LINE OF FIRST STORY SHOWN SOLID + SHADED. 14. ALL EXISTING CURB, GUTTER, AND SIDEWALK FRONTING THE SITE SHALL REMAIN UNLESS DIRECTED BY THE CITY INSPECTOR TO 23. PROVIDE RIP RAP AT ALL GUTTER, STORM DRAIN INLET, CATCH 36. NEW MID SPAN TAP ELECTRICAL SERVICE PER PG&E 2. LINE OF SECOND STORY SHOWN HATCHED. ARE REQUIRED TO BE ALTERED. 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR 3. NEW DETACHED ONE CAR GARAGE/ADU SHOWN SHADED. REPLACE DUE TO CONSTRUCTION ACTIVITIES PER CITY OF BASINS AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES. REQUIREMENTS REMOVED WITHOUT PERMIT FROM PARKS DIVISION BURLINGAME STANDARD DETAILS ALL MEASURES TO BE IN ACCORDANCE TO BMP.1 38. DUE TO THE CONSTRUCTION OF THE ADU AND/OR SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE N0.1710, THE SEWER (558-7330) 4. NEW DRIVEWAY, PATIOS AND ALL WALKWAYS TO BE OF PERMEABLE GARAGE UP AGAINST THE REAR AND/OR SIDE PROPERTY BACKWATER B 3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE PAVING SYSTEM PER DETAIL 4, SHEET PW3 15. LOCATION OF NEW BUILDING ADDRESS. BUILDINGS SHALL 24. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, LINEN, A CONSTRUCTION STRING LINE REPRESENTING THE 405 Bayswater Ave. Burlingame, California 94010 liw 3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A MEASURED AT 54 INCHES FROM NATURAL GRADE MAYBE 5. LOCATION OF NEW 300 AMP ELECTRICAL PANEL AND METER BE PROVIDED WITH APPROVED ADDRESS NUMBERS OR LETTERS. AND/OR PATIOS ONTO VEGETATED AREAS. DIRECT RUNOFF PROPERTY LINE SHALL BE ESTABLISHED DURING THE FINAL PUBLIC WORKS INSPECTION TO CONFIRM NO tel: 650.703.6197 ENCROACHMENT PERMIT FOR THE SEWER LATERAL TESTIS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL OF THE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT INSTALL PER PG�E REQUIREMENTS. EACH CHARACTER SHALL BE A MINIMUM 4INCHES (102 MM) HIGH FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ENCROACHMENTS EXIST. email: jgeurse@ginail.com BUILDING PERMIT. FROM THE PARKS DIVISION. CONTACT PARKS DIVISION G. LOCATION FOR FIRE RISER FOR FIRE PROTECTION. AND A MINIMUM OF 0.5 INCH (12.7 MM) WIDE -THEY SHALL BE ONTO VEGETATED AREAS. 1 SIGNATURE BOX: (558-7330) FOR LINK TO APPLICATION. ONE APPLICATION IS COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION COMPANY INSTALLED ON A CONTRASTING BACKGROUND AND BE PLAINLY 39 NEW DRIVEWAY, PATIOS AND ALL WALKWAYS TO BE 4) SEE SHEET PWI FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS ACCEPTABLE FOR ALL TREES PROPOSED FOR REMOVAL FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER REFER VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 25. NO STRUCTURE SHALL BE BUILT INTO CITY'S OF PERMEABLE PAVING SYSTEM PER DETAIL 4, SHEET PW3 NOTE ONLY NON -PROTECTED SIZE TREES PROPOSED FOR TO APPROVED FIRE PROTECTION PLANS NOTE ADU SHALL BE IDENTIFIED AS 852 "A" INSTALL PER RIGHT-OF-WAY, THIS INCLUDES ALL EXISTING AND NEW, 40. EXISTING LAMPHOLE TO REMAIN AND BE REPLACED PER NAME JESSE GEURSE aL 5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. REMOVAL SEE SHEET PW.1 BURLINGAME CODE 18.08.050. THE ADU ADDRESS WILL BEAN SUCH AS BUT NOT LIMITED TO, WALL, FENCE, RAILING, AND CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. 0 4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES NOTE DESIGN FOR DISCHARGE OF FIRE SPRINKLER TEST WATER TO ALPHA NUMERIC NUMBER WITH THE LETTER 'A' AFTER THE MAIN MAILBOX. SHOW ON SITE PLAN, DIMENSION FROM PROPERTY PROVIDE A MIN. 5'-0" DIAMETER CLEARANCE ANY 6) ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS PLACEMENT OF DEBRIS BIN IN STREET, CONSTRUCTION PARKING, WORK IN SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY AND SECURED WITH AT LEAST TWO RUBBER TIES OR STRAPS. LANDSCAPE OR SANITARY SEWER DWELLING NUMBER LINE TO FACE OF CURB. ON BALBOA AVENUE, THIS STRUCTURE EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK PORTA POTTY'S ARE NOT ALLOWED TO BE PLACED IN THE CITY RIGHT-OF-WAY. WORK 5. REFER TO SHEET Ll FOR ALL LANDSCAPE NOTES 7. LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. I. IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE MEASUREMENT IS 11.1-FEET MEASURED FROM FACE OF CURB. CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. WITHOUT THE BENEFIT OF AN ENCROACHMENT PERMIT WILL BE DOUBLE TITS PERMIT FEE SEE DETAIL 3, SHEET PW3 ADU NUMBER SHALL BE DISPLAYED SEPARATE FROM THE MAIN 41. THE ADU MUST HAVE A DEFINE AND VISIBLE PATHWAY NO: 22811, EXPIRATION DATE 06/30/ 025 7) ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY 8. LOCATION OF NEW WATER METER CHANGE METER AND SIZE IN DWELLING UNIT ON EITHER A SECONDARY MAILBOX, GATE, OR NON -MOVABLE STRUCTURE VISIBLE FROM THE STREET FRONTAGE 27. PROVIDE 10'-0" X 10'-0" ROCK ENTRY PAD AT ENTRY TO PROPER ILLUMINATION. THE MAILBOX MUST BE LEADING TO THE ADO CONSWITHTRUCTED BEHIND THE PROPERTY. STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. WATER UTILITY NOTE ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND AT THE PROPERTY LINE, AS WELL AS ON THE FRONT ENTRANCE OF SITE FOR ON -SITE SOIL CONTROL. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SI-IALL MAIN ON BURLINGAME AVENUE WAS REPLACED IN 2020. PER CITY OF BURLINGAMES PUBLIC WORKS AND FIRE THE ADU. 28. NOT USED BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL EXISTING UTILITIES ARE SHOWN BASED UPON AVAILABLE DEPARTMENT REQUIREMENTS. MIN. I" METER 1. A DETACHED ADU MUST HAVE A DEFINE AND VISIBLE CODES. 8) SEWER BACKWATER PROTECTION CERTIFICATION IREQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE N0.1710. THE SEWER BACKWATER INFORMATION. THERE MAY BE ADDITIONAL EXISTING 9. MAIN LATERAL FROM METER TO RESIDENCE VERIFY SIZE OF PATHWAY LEADING TO THE ADU WITH PROPER ILLUMINATION. PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. FACILITIES NOT SHOWN ON THESE PLANS. LOCATIONS OF LINE WITH FIRE PROTECTION CALCULATIONS AND APPROVED II. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL 29. EV LEVEL 2 READY CIRCUIT EQUIPPED WITH RACEWAY, 42. TREE PROTECTION FENCING IS TO BE IN PLACE PRIOR TO 9)THE BOUNDARY SURVEY SHALL SHOW THE PROPERTY LINES AND THAT THE PROPERTY CORNERS WERE SET WITH SURVEYOR'S LICENSE NUMBERS ON DURABLE MONUMENTS. PER EXISTINGUNDERGROUND FACILITIES AND UTILITIES SHOWN FIRE PROTECTION PLANS. BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. WIRING, RECEPTACLE AND ELECTRICAL CAPACITY, WITH A COMMENCEMENT OF DEMOLITION AND CONSTRUCTION. SECTION 8762 OF THE CALIFORNIA PROFESSIONAL LAND SURVEYOR'S ACT, A RECORD OF SURVEY MUST BE FILED WITH THE COUNTY OF SAN MATEO. ALL CORNERS SHALL TO BE ARE APPROXIMATE ONLY. IT IS YOUR RESPONSIBILITY TO 10. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR MINIMUM 208/240V, 40 AMP CIRCUIT WITH A RECEPTACLE SEE SHEET TP.0 FOR TYPICAL DETAILS MAINTAINED DURING CONSTRUCTION OR REINSTALLED BEFORE THE BUILDING FINAL THE PROPERTY CORNERS NEED TO BE PROTECTED AND MAINTAINED THROUGHOUT VERIFY THE ACTUAL LOCATION OF UTILITIES PRIOR TO THE REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER. 16. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR LABELED "EV VEHICLE OUTLET," OR, WITH ELECTRICAL CONSTRUCTION AND WILL BE CHECKED BY CITY INSPECTOR IF ANY CONSTRUCTION DOES OCCUR OVER PROPERTY, THE CONTRACTOR WILL NEED TO MAKE ALL CORRECTIONS TO COMMENCEMENT OF WORK CONTACT THE UTILITY OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED IN REQUIRED SEWER LINE CONNECTION TO CITY MAIN SEWER VEHICLE SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF THE SATISFACTION OF THE CITY INSPECTOR ANY DISTURBED PROPERTY CORNERS WILL BE REPLACED BY NOTIFICATION CENTER OF CALIFORNIA AT 811 AT LEAST 48 CITY RIGHT AWAY. ALL WATER LINES CONNECTIONS TO CITY LINE OBTAIN ALL NECESSARY PERMITS FOR ALL WORK 30 AMPS THE PROJECT PRIOR TO FINAL INSPECTION. HOURS IN ADVANCE OF ANY EXCAVATION. WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO PERFORMED IN CITY RIGHT AWAY. BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL 30. NEW SANITARY CLEANOUT PER CITY STANDARDS. 10) BASED ON THE SCOPE OF WORK, THIS IS A "TYPE I' PROJECT THAT REQUIRES A STORMWATER CONSTRUCTION POLLUTION PREVENTION PERMIT. THIS PERMIT IS REQUIRED PRIOR TO 7� rf7� T m IMPERVIOUS SURFACE R ACE SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR 17. NEW U-0" WOOD FENCE. SEE DETAIL 2, SHEET LS.1 SEE SHEET PWl TYP AS REQUIRED. ISSUANCE OF A BUILDING PERMIT. AN INITIAL FIELD INSPECTION IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY). CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND 31. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) WITH MIN. 11) AN ENCROACHMENT PERMIT FOR DEMOLITION OF ALL UTILITIES, AND REPLACEMENT OF DRIVEWAY APPROACH, NEW CURB DRAINS, SEWER LATERAL REPLACEMENT IS REQUIRED CALCULATION SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE 18. DIRECTION OF SITE DRAINAGE. SEE SURVEY. 19. SEE SHEET LS.1 FOR SITE MATERIAL AND LANDSCAPING 5.22 kWPV ENERGY SYSTEM INSTALLATION BY APPROVED PRIOR TO ISSUANCE OF THE BUILDING PERMIT. REPLACEMENT OF SIDEWALK CURB, GUTTER WILL BE DETERMINED BY THE CITY NINSPECTOR BASED ON A PRE -INSPECTION OF THE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT SOLAR POWER COMPANY. SEE CALCULATION THIS SHEET. DRIVEWAY, + WALKWAYS TO BE (PERMEABLE CONDITION. OTHERWISE, ALL DAMAGED AREAS OUTLINED BY CITY INSPECTOR SHALL BE REPLACED PER CITY STANDARD. FOR REVIEW AND APPROVAL. ANY TRENCHING WITHIN THE CITY 20. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE 32.28" X 5'-0" DEEP STORMWATER RETENTION WELL. SEE SURFACE BY PAVERS) EXEMPT. SEE DETAIL 4, SHT. PW3 RIGHT OF WAY WILL REQUIRE THE REPAIR OF THE STREET TO CITY PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED DETAIL 5, SHT. PW3. DIRECT ROOF RUNOFF ONTO VEGETATED RESIDENCE + GARAGE/ADU+ PORCH = 2,052 S.F. STANDARDS. SEE DERTAII.6, SHEET PW.2 CONSTRUCTION(2013 CBC TABLE G02. AREAS SITE DRAINAGE NOTE E STEPS AND LANDING =109 S.F. DIFFUSER BOX X PER PUBLIC WORKSAROUND BOUNDARIES 33. EXISTING CITY STREET TREES TO REMAIN. PROTECT AS REQUIRED. TOTAL IMPERVIOUS SURFACE = 2,161 S.F. DIVIDE BY LOT = 5,417 S.F. = 39.8% STANDARD DETAIL SW 12. NEW 4" SANITARY SEWER TO CITY MAIN AND CLEANOUT PER FOR MANAGEMENT OFSTORM WATER DRAINAGE DURING CONSTRUCTION. SEE DETAII. 6, SHEET PW3. REFER TO BMP.l FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING 34. LOCATION OF DOWNSPOUT PER ROOF PLAN. CONNECT DOWNSPOUT TO 4" DRAINAGE LINE TO RETENTION WELL � 1. CONTRACTOR TO PROVIDE 4" DIA. PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. TIE ALL PUBLIC WORKS REQUIREMENTS. SEE DETAIL SS-1 AND SS-2, SHEET CONSTRUCTION. PROVIDE 1" GAP BETWEEN BOOT AND DOWNSPOUT. TYP. ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY SIDEWALK AND CURB IS REQUIRED TO HAVE CITY PERMIT. ALLOWABLE IMPERVIOUS SURFACE = LOT = 5,417 S.F. X 40 % PW,2. OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET PW.1 AND PW.2 2,F 166 S.. PROJECT COMPLIES TO IMPERVIOUS TO PERVIOUS CALCS WTfHIN CITY EASEMENT. LOCATION OF NEW 80 AMP ELECTRICAL SUB PANEL TIE 35. SANITARY SEWER LATERAL FROM THE ACCESSORY22. DWELLING UNIT SHALL BE CONNECTED TO THE EXISTING 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. UNDFR 40% 13.4" DIA. DRAINAGE LINE TO STORM WATER DRY RETENTION WELL. DIRECT WATER TO ALL PLANTING AREA PER DETAIL 5, BACK INTO NEW MAIN ELECTRICAL PANEL. LATERAL ON PRIVATE PROPERTY SIDE PER MUNICIPAL CODE BURLINGAME SZEE SHEET A1.SF. FOR ADDITIONAL NUMBERS SHEET PW3 15.08.050, NO SUBLATERAL TO THE MAIN SEWER IS PERMITTED. C A L , F U R N , A I • • EXISTING RESIDENCE i LOT 10 i 24�TREE i NOW RK II�TCITY 25 REAR SETBACK TO 1ST +2ND FLOOR = 36'41- " 2 FRONT SETBACK TO 2ND FLR = 21'�4" PUB 3 OF W C RIGHT _ Y= 12'-12" _ 23 S.B. U-6" LO 113 _17 PW3 O FRONT SETBACK 40 35 38 17 12 4 39 �' TO 1ST FLR= 16'-9" PW.2 7 6" CURB ����-- F 1 2 31 5 6 9 3G 4 BOW 4'� G,l�l" PLANTER N.G.=16.64' �' N 53°15'00" W 10834' AN.G. 1G.04' 40 -- -- -- -- o , - . - I - , - - - , - o - - - - - - - - - _ N.G.=1.44' _ T 101 -0+ �� I 39 24 + 24 18F +. H ,- Q - - - - - ----- -- w WAY I - y. U I_ - `- N W necvc�� I 8 10 0 w GARAGE-ADU = L o N.G.= 7. 17 _ 0- - Flo .=\=•z. 38 - _ 3p - - - -I-I-I - - I 0 0 O °� O 13 C SSCO U I - - -�--- ----- S - ----- --- --- -12 --tea - - }�- -� Q 11 I I 1G U ` U ``��`�a IYP. 20 I LOT11 I 41 34 I LAWN I 33r EXIST1rrG 17 I - I 18 - Q I •\ ' I N u AT.C.-15.22' 0 AP OF BURLINGAME GROVE GARAGE I C)M III ?�° 29� BOOK 4 MAPS 46 I o /I 22 18 I S W BLOCKII to z 0 - - PATIO- -i - I I ' I 110 00 ( 1 I ►�►��J-- x 0 39 N.G.=17.43' PLANTER e ' PLANTER N.G.= it I � z i--� U L p I� U N U o 41 b'SENN°STORYSfIBhCx �a 1 == 1 O 00 91 Q u `2`1 I ENTRY PLANTER 1 � I e U a" 7-24-2024 JFG PLANNING DESIGN COIvIMFNTS-PC-1 W -w� - U - - L , � DRIVEWAY ' N.G.=108` N.G. 17.08 ; Q 6-18-2024 JFG PLANNING DESIGN SUBMISSION^PC-000NCRETE NO. DATE BY DESCRIPTION CONST. U DRIVEWAYj U SSCO O - H O LAWN � o �, � o O �, � LAWN - � 6 � I 18 �� �-�� C� ��� a'V) O I~N-' O I � REVISIONS o o 4 PLANTER W T.C. 15.49' I 4 p N.G. 16.20' � � � � � � � � � � � N.G.=1 .84' IT IS THE RESPONSIBILITY OF THE 25 I I AN.G.=16.02S 53°15`00" E 10834` I CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM THE CONSTRUCTION O l �� (E) CONCRETE SIDEWALK I WITH DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS U tq OR ANY OTHER INCONSISTENCIES /owe\ \ 14 DISCOVERED SHALL IMMEDIATELY u r I�, 30" U �" oD / 33i 42 / 24" I I 33 42 / 33 42 BE REPORTED TO THE DESIGNER 24 TREE - pap T.C.-1 .8 ' / I \ / AT.C.=9.42' \ T.C. 15.49' PROJECTNAME I _ /. NEW RESIDENCE + DETACHED ADU FOR MRS. KIMBERLY WICKAM PER P.W. 8 7 �� 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 23 STANDARDS 23 SHT. PW.1 DRAWING TITLE ALL EXISTING CURB, GUTTER, AND SIDEWALK FRONTING THE SITE SHALL REMAIN UNLESS DIRECTED BY CROWATALK THE CITY INSPECTOR TO REPLACE DUE TO CONSTRUCTION ACTIVITIES PER CITY OF BURLINGAME STANDARD DETAILS SITE PLAN 16'-7" TO NEAREST DRIVEWAY LAGUNAAVENUE 14 � DATE ENGINEER DRAWINGNO. (50'R/W) 2403 AART ASSINK JOB NO. [1 T•�{ SCALE AS SHOWN DRAWN JFG BY. RELEASED TO J�J 1 SITE PLAN REVIEWED CONSTRUCTION SCALE 1/8"=1'-0" BY: JFG LANDSCAPE KEYNOTES GCUYSC Conceptual DCS1811S, I11C. 1. EXISITING CITY STREET TREE TO REMAIN. 4"x4" PT. RWD POSTS (8' O.C. MAX.) 2. VEGETATION PER LEGEND. TYP. 2"x4" RWD TOP / BOTTOM RAILS 3. TREE PER LEGEND. TYP. SEE DETAIL 5 THIS SHEET FOR STAKING 1"x8" RWD PANELS W/TOP / BOTTOM TRIM A. PERMEABLE PAVER FROM TECHO-BLOC OR A A. j 4. GROUND COVER PER LEGEND. 405 Bay swaterAve. EQUAL 5. PROTECT ALL EXISTING TREE PER DETAIL 4 THIS SHEET. PROTECTION Burlingame, California 94010 B FENCING SHALL BE INSTALLED PRIOR TO BEGINNING OF tel: 3.6197 B. JOINT FII LING MATERIAL CONSTRUCTION. NEIGHBORING TREES WHOSE DRIP LINE EXTENDS INTO ail: j8 urseg email: jgeurse@g,nail.com ASTM No 8 (CSA 2.5-10 mm) AGGREGATE . THE PROJECT AREA MUST HAVE PROTECTION TO THE DRIPLINE OR NOTE ) . C. BEDDING COURSE 1 /2 TO 2" (40 TO 50 mm) WHERE PRACTICAL. TREE PROTECTION ZONES PREVENT SOIL STAINNATURAL C - DISTURBANCE OR STORING OF EQUIPMENT OR MATERIALS WITHIN THE SIGNATURE BOX o ID. ASTM No 8 (CSA 25-10 mm) AGGREGATE j� \//\//\//\//\// AREA TYPICAL ALL ONSITE TREES. NAMEJESSE GEURSE aL BASE COURSE 4" (100 mm) 6.6'-0" HIGH WOOD FENCE PER DETAII..1, THIS SHEET , ( ASTM No. 57 (CSA 5-28 mm) AGGREGATE ` �b`� 7. WALKWAYS TO BE OF PERMEABLE PAVING SYSTEM PER E 4" SUBBASE COURSE -- �����ti��\\\ \ \ \ E\//\// DETAIL 2, THIS SHEET CITY OF BURLINGAMEBUSINESS LIC E: GE CO C AL DESIGNS, INC. II II1=1II —III IIIII11I 1II III- I I "�• '.III I I III III I: I I III111 I I I I=III I III' o II —III,, ill —III —III III: ASTM No. 2 (CSA 40-80 mm) AGGREGATE \//%\ 8. DRIVEWAY TO BE OF PERMEABLE PAVING SYSTEM PER DETAII2, THIS SHEET NO: 22811, EXPIRATION DATE 0G/30/ 025 -III =1 1= I ': III -I IIIII I � III1I F. GEOTEXTILE �/\ // 9. TREE PROTECTION FENCING IS TO BE IN PLACE PRIOR TO -I 1= III -III I- G. SUBGRADE '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ '/ \ \\j /// /// /// /// -ll H. CONCRETEEDGE F //�\/// ///\/// ///\/// //\/// //// COMMENCEMENT OF DEMOLITION AND CONSTRUCTION SEE DETAII.. 4, -III-II1=ITi- ll 2"x12" PT. RWD KICKBOARD \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / z�/ /�/ SHEET LSJ 12" SYMBOL COMMON NAME SIZE FINISH GRADE 12" DIA. CONIC. PIERS, 30" DEEP (TYP.) RED MAPLE TREE 24 MIN. BOX 111 — SINGLE STEM, UPRIGHT, 2A BOX SIZE TREES STEM ACER RUBRUM, MIN. 15'-o" INHGT. 1—WOOD FENCE 2—PERMEABLE PAVERS (DRIVEWAY + WALKWAYS) 3— NO I USED SCALE NTS SCALE NTS SCALE: NTS a • CYPRESS SCREEN TREES 15 GALLON PJC LATERAL LINE SCH. Bo wC NIPPLE b 'y, C 4-PLY 1'x 2'-0• RUBBER PERFORATED TES INSTALLED WA PIPE Y MRV TWIST 6 NAILED fy RYP.1 TO 7HE STAKES " PVC SCH 40 + + NOT USED STAR 1'x 4' RWD TREE 1 V4 ' CALV. 11-6' MIN. BUBBLER VP' ROOFING NAIL HEAD RUBBER TIES PLACED 6' MAX B. EACH END) BELOW MAIN FORK OR BRANCH GRATE COVER +,INSTALLED WITH A TWO AND COMPACTED TOPSOIL I NAILED TO STAR � Z (2) 2' DIA LODGE POLE PINE STAKES / \� g� I -4, GALOR SMALLER -24 3 Rt 3' DLA. BOOR oRPI E M STAKES I ° 1 EXISTING CITY STREET TREE EXISTING LL 1'x 4' ROUGH REDWOOD ` \ WITH (2) 2' GALV. NAILS EACH CONNECTION o (LOCATE ON PREVAILING SAND \ — WIND SIDE) PLACE ROOT CROWN 1•-2' I ABOVE FINISHED GRAD / jO / \ C A L I F U IZ N I A 77z 7 O 2" OF FINE FINISHED CCRADE K ROYAL PURPLE I ,'�" SCROD PVC Mom MIN. \ • 111 SMOKE BUSH 1 GALLON I PIPE slzta -MATCH BASE of HEAD � . SCARIFY SIDES 4 TREE PROVIDE A 4' MIN., 6' MAK. z6 Z ROOT BALL SLOT TO ALLOW FOR SETTLBd[M ` • I WPAP PERFORATED PIPE NI FILTER I • \ .. 4' DM.x 3'-W PERFORATED I I • , - • - • FOR BASE NATIVE SOIL sTrRBME DRAIN PIPE ° A RAIN . FILL BOTTOM 6' OF D iMfrl. POE NRFH 1121N. ORABN ROCK \ / 1 ♦ CAROLINA CHERR LAUREL 5 GALLON I. 2. X CONTAINER 4• D 7 7 6 4' DIA.x 3'0'' LONG PERFORATED STYRENE PIPE WITH Bucx / STYRENE DRAIN GRATE COVER AND BUBBLER DETAIL NOTE: BUBBLER IRRIGATION USE 2 PIPES IN CONCRETE CLTT-OUT AREAS PUT PIPE ON UPHILL SIDE OF TREE. LEVEL SITE NORTH OF TREE. ' ® FRENCH LAVENDER 1 GALLON CALIFORNIA LIIAAC 1 GALLON NOTE: TO PASS FINAL INSPECTION: • • • • / // \\ \ ` J-- TREES ARE TO HAVE TWO STAKES AND ONLY ONE CROSSBRACE AS PER ABOVE DETAIL. NURSERY STAKE IS TO BE REMOVED, AND HOLE FILLED WITH SOIL TIES ARE TO BE LOOSELY INSTALLED SO THE TREE CAN MOVE WHEN SHAKEN. • °" \\� i / / ( �' '' ��' JAPANESE BOX WOOD 1 GALLON 5—CITY TREE PLANTING AND STAKING STANDARD DETAIL PERMEABLE PAVERS SCALE- NTS 6 +*#*#*+*#*#*#*+*#*#*#*+*#*# - *+*+*+*+*+*+*+*+*+*+*+*+*+* / \ F � PAVING SYSTEM ********** \ ###+###+###*+*# \ PERDETAU-2,THIS DN #*#*#*#*#*#*#*#*#*#*#*#*#*A SHEET +++++++++++++++++++� o +++++++++++++++++++++++++++ ° TREE PROTECTION DURING DN + + + + + + + + + + + + + 0 #+*+*+++++#++###+# 4 '#####+++##########+ 4 4 # # 4 4 # # 4 # # + # # + + + i + + + i + + + i + + + i + + + ++++#+#+++++#+#++*+*4+4*#*#*4+4*#*#*4+ I*4*#*+*4*4*#*+*#*#*#*+*#*#*#*+*#*#*#** *+ # 4 4+# 4 4++ ... ° I ° ++++++++++++++++ :##*+*#*#*#*+*#*##+*#++������ *�*�*�*�; ZOSIYA GRASS SOD ° CONSTRUCTION +###+###+###+###+## CHAIN -LINK FENCE OR ORANGE ` \ / ° PLASTIC FENCE FASTENED TO STEEL CRUSHED 1/4"TO1/2" ° STAKES/POSTS DRNI SECURELY INTO THE GROUND. OEVEICPER SHALL AVOID CR2 WHEN ORMNG STAKES/POSTS •CRITICAL • / /� \ GRANITE ROCK ° ROOT ZONE / // \\ ( *# pa /+*+*+*+*+*+*+*+*+*+*+*+++++*+*+*+*+*+*+*+*+*+*+++*+*+*+*+*+*+*+*:*+*+*+*+*+*+*+*+*+*+*+*+* .*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*. n •� 1 _*#+#*+*#*#+#*+*++++++++++++++++#+#+#++,#+#+#*. ('*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+ ;+L+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+ �Q ( FEET .\I - -�+#+#+++++#+#+++++#+#+++++#+#+++++#+#+++++#+#+ /� +#+#+#+++#+#+#+++#+#+#+++#+#+#+++#+#+#+++#+#+# / I R i �� +####+#+#+#+++#++++++++++++++++++++++#,+,+,++# K� L##+##+####+##+####+##+####+##+####+##+####+#.+ > LL > > /� (4. �l < < � < < y . d EXISTING TREE �� 4 4O a �a LANDSCAPE NOTE E 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 G-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-O I �ILgT/� ATI I / � • � � � \' NO. DATE BY DESCRIPTION CONST. I Locirim s ' iSHOWN ONPLANS 6 / i 1 1 RETAIN EXISTING VEGETATION AS PRACTICABLE 2 I \ SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE INCLUDE PLANTS THAT REVISIONS • / ARE PEST -AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT, AND / OR Z ATTRACT BENEFICIAL INSECTS. IT IS THE RESPONSIBILITY OF THE r \ MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARETHEM G USE EFFICIENT IRRIGATION SYSTEM; DESIGN TO MINIMIZE RUNOFF. DOC THE CONSTRUCTION DOCUMMENEN TS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS — OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY 3 INCHES OF C0IAPOSTEO 6 G G BE REPORTED TO THE DESIGNER WITHIN WOOOCH(THEE CRZPS I,IRE° 5 5 5 PARKS GENERAL NOTE PROJECTNAME . FENCING NEW RESIDENCEo DETACHED ADU TREE PROTECTION AREA, OUTSIDE OF THE CR2 ENTRANCE PRTIIONS ED NOTE MRS. KIMBERLY WICKAM REPORT VK)LATKkVS TO CRY OF EXISTING STREET TREES MAY NOT BE CUT, TRIMMED OR REMOVED 1128 LINCOLN AVENUE • ROOT ZONE (CRT) IS WITHOUT PERMTTFROM THE PARKS DEPARTMENT . (558-7330) BURLINGAME, CALIFORNIA 94010 AREA 'HER T ARfI► WHERE THIS TREE4S ESSENTIAL MASS OF AS BURLINGAME 650-558-7330 ROOTS IS LOCATED. THE AREA SURROIJNONK' THE AT A DISTANCE OUAL NOTE NO EXISTING TREE OVER 48 " IN CIRCUMFERENCE AT 54" FROM DRAWING TITLE NCH F TRUNK TO ONE FOOT FOR EVERY INCH OF TRUNK ONE BASE OF THE TREE MAY BE REMOVED WITHOUTAPROTECTED TREE DIAMETER AT BREAST HEIGH - (08H) OR THE PERMIT FROM THE PARKS DIVISION. (558-7330) LANDSCAPE PLAN AREA OF A CIRCLE WITH RADIUS EXTENDING DATE ENGINEER DRAWING NO. FROM A TREES TRUNK TO A POINT NO LESS THAN THE FND OF A TREELONGEST LO NOTE CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. CONTRACTOR BRANCh• WHICMEbER tS GREATER. NOTE 2403 AARTASSINK NO PROTECTED OR CITY TREE MAY BE REMOVED WITHOUT PERMIT JOB NO. SCALE AS SHOWN LS.1 NOTE DRAWN JFG BY. 4— TREE PROTECTION DETAIL LANDSCAPE / I-1ARDSCAPE PLAN CONTACT PARKS DIVISION FOR LIST OF APPROVED TREES IN PLANTER STRIP. B VIEWED � RELEASED TO CONSTRUCTION SCALE NTS SCALE 1/8"=1'-0" TREE PROTECTION DETAILS Geurse Conceptual Desi8ns, Inc. TREE PROTECTION ZONE TREE PROTECTION FENCING AND SIGN DETAILS 2 TRUNK AND ROOT PROTECTION DETAILS 3 1 SECTION VIEW SECTION VIEW TRUNK WRAP Y Fencing shall consist of chain link fence {6-feet high} mounted Wrap the trunk with orange plastic on galvanized iron posts with 2 inches in diameter. Each post fencing for buffering (2" thick). Overlay 2" Dimensional Tree's dripline � must be driven into the round at least two 2 feet deep, no more g p' orange plastic fencing with 2-inch thick wood than 10 feet apart. The fence shall enclose the entire TPZ of the wooden slats bound securely by twolayers tree{s} to be protected throughout the life of the construction of additional orange fencing Sign Tree Protection Zone Iron posts project. {slats shall not be allowed to dig in to Warning n g sign the bark). installation, use During caution to avoid damaging any Orange fencing on 6 ft branches. Major limbs may also require 6 ft top and bottom of X Ix Ix Ix Ix 7X X oX wrapping. dimensional wood 6ft Diameter at Breast Heigh J" 54' Straw wattle can be used as an Coiled straw wattle I(DBH) alternative material. For this purpose secured with orange coil the straw wattle around the lowest fencing 6' of the trunk and secure it with a �-. double layer of orange fence or similar material. PROTECTED TREES SIGNAGE ROOT BUFFER In the City of San Mateo per Chapter 13.40 of the Municipal Code, the following trees are considered Warning signs shall be installed to be displayed on fencing and trunk wraps. protected: Tree signs should be in English, Spanish or any other language if required. Root buffers consist of secured Fencing trunk 1. Heritage Trees geotextile material covered with a layer icable wrap if applicable • Oak trees with a trunk diameter of 10 inches or more 4" to 6" of clean wood chips and • Any other tree species with a trunk diameter of 15 inches or more. ---WARN I N G--- 3/4-inch plywood sheets securely 2. Street Trees installed over the wood chips. Do not • All trees growing within the public right of way. TREE PROTECTION ZONE use geotextile fabric if root buffers are Plywood or mat 3. Existing Trees/Major Vegetation to be left permanently. 4" to 6" of woodchips • Trees with a trunk diameter of 6 inches or more designated as protected as part of a Planning The Project Arborist shall be present Geotextile Application subject to Chapter 27.71. during the installation and removal of ;, / \ Do not move or remove without root buffers. Tree Protection Zone (TPZ) is the area surrounding a tree with a radius equal to 10 times the diameter Arborist approval. Any root buffer variation must be of the trunk measured at 54" above grade or as otherwise specified by a Project Arborist and approved approved by the City Arborist in by the City Arborist. Violations will be subject to penalties accordance with the Best Management g IS, Construction activities as defined by the Code are not allowed within the TPZ. It is unlawful for any accordingto SMMC 13.40. Practices (BMPs). person to cause damage to a Protected Tree compromising its health or structural integrity according to accepted industry standards, or to cause damage that is severely detrimental to its overall aesthetics. Any violations may result in penalties described in SMMC 13.40.160." 4 TYPE I COMPLETE FENCING 5 TYPE II REDUCED FENCING 6 TYPE III TRUNK WRAP & ROOT BUFFER SECTION VIEW SECTION VIEW SECTION VIEW The fence encloses the entire Fence encloses part of the TPZ, but To be used when construction activities cannot TPZ of the tree(s) throughout the soil and root zones are protected be kept outside of TPZ and/or installing fencing the life of the construction with root buffers or existing is not feasible. Trunk wraps account for trunk project. hardscape not planned to be and lower branches protection, and root buffers When fencing the TPZ area is demolished. The fence can be help to minimize soil compaction and Y not feasible, Trunk wraps in reduced at the edge of the work limit mechanical root damage. 2" Dimensional wood combination with Root & Soil access paths, hardscape, or The Project Arborist shall be present during the buffers shall be installed structures to remain. installation and removal of trunk wraps and root within the TPZ to protect the Chain -link fence - Chain -link fence buffers. Sign trunk, roots, and branches from injury and avoid soil Iron posts Iron posts 6 ft Orange fencing on top and bottom of dimensional wood compaction. Signage Signage Plywood or mat PI wood or mat Y 4" to 6" of woodchips 4" to 6" of woodchips ,\,..\�\•\\,\, ,, \.,\,..,,\.<,,,%,>�\\,\,, \,; ! !; ./\\/ \ Geotextile ,,,,/',k, ,,//,/.,,,,,;,,,,;,,.,,..,,%,,/,,,. Geotextile PLAN VIEW X X Chain -link fence PLAN VIEW X— X Chain -link fence PLAN VIEW TPZ .f TPZ .}- TPZ Tree's dripline Root buffer Tree's dripline Tree's dripline Trunk wrap Root buffer oo ac 1OXTrunk sze Fencing a group of trees at the (D-10XTrunksze TPZ radius of the largest tree is acceptable rather than fencing each tree in the group individually. For trees located near the right of way, only the planting During the trunk wrap installation, caution shall be used to avoid Adjustments and/or reparations strip and/or yard side of the damaging any tree parts. The root buffer shall be installed and for protective fencing shall be performed in a timely maner to TPZ shall be fenced to provide public use of the p p removed without wheeled X, x x X equipment touching exposed soil. avoid damages to Protected street and sidewalk. trees. 405 BaLiswater Ave. Burlingame, California 94010 tel: 650.703.6197 eanail: jgeurse@gniail.com SIGNATURE BOX: NAME: JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE: 06, IXFrV GITY '7 NZ E M 0 0 DESIGNS, INC. / \ 1 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SU13MISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS TIDE RESPONSIBILITY OF TIDE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER DATE PROJECT NAME NEW RESIDENCE + DETACHED ADU FOR MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 2403 JOB NO. DRAWN JFG BY: REVIEWED BY: JFG DRAWING TITLE TREE PROTECTION DETAILS ENGINEER I DRAWINGNO. AART ASSINK SCALE: AS SHOWN TRO RELEASED TO CONSTRUCTION PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS Geurse Conceptual Designs, Inc. - UP OF GUTTER A 777� • TYPICAL 5' SIDEWALK q SCORING DETAIL m N>; N.T.S. REQUIREMENTS FOR CONSTRUCTION OF Bu lBgau`ie,Cafornia94010 SIDEWALK (4' MINIMUM) I SIDEWALK, DRIVEWAY, CURB AND GUTTER tel:650.703.6197 VARIES BACK F WALK �F - (UNLESS OTHERWISE APPROVED BY ENGINEER) email: jgeurse@gmail.com SIGNATUREBOX: NAMEJESSEGEURSE DRIVEWAY APPROACH SE N I LEGEND s S S S s S S= SCORE LINE WPJ WPJ EJ = EXPANSION JOINT - WPJ =WEAKENED PLANE JOINT EJ EJ A SEE NOTE 18 I-~ B 1. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA OR 95% IN DRIVEWAY. ALLDRIVEWAY APPROACH RAMPS SHALL BE A MINIMUM 4' WIDE MEASURED FROM FACE OF CURB EXCEPT IN THE SINGLE FAMILY AREA WHERE THE RAMP MAY MATCH EXISTING. WHERE THE PARKING STRIP WIDTH IS LESS THAN 4', THE RAMP SHALL BE CONSTRUCTED INTO SIDEWALK AREA. BEHIND THE RAMP, SIDEWALK WIDTH SHALL BE A MINIMUM OF 4'-0" IN COMMERCIAL, INDUSTRIAL AND MULTI -FAMILY AREAS. 6" WIDE CURB MATCH EXISTING 18" GUTTER OR 47F DIRECTED BY TY THE C112. ITY I A.C. A.C. CITY Of BURLINGAME BUSINESS LIC E: GEUR CO CEPT AL DESIGNS, INC. NO:22811, EXPIRATION DATE06/30/ 025 A 1.5' TO 2.0' (TYP.) L 1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) FULL DEPTH (TYP-) OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. I SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER) gI 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION. 4. SIDEWALK SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING DRIVEWAY (,ATTACHED PLAN VIEW N.T.S. I PLANTING I PLANTING DRIVEWAY APPROACH I STRIP (SEE NOTE 7) STRIP SIDEWALK. 5. EXPANSION JOINTS SHALL BE INSTALLED ON EACH SIDE OF DRIVEWAY AND A MAXIMUM AT 20' CENTERS ALONG SIDEWALKS, CURBS AND GUTTERS. BACK OF SIDEWALK 6. DRIVEWAY OR SIDEWALK ADJACENT TO CURB/GUTTER SHALL BE POURED MONOLITHIC WITH CURB AND GUTTER. 7. DRIVEWAY WIDTH MAY VARY TO MEET SPECIAL CONDITIONS WITH APPROVAL OF THE CITY. (SEE 6" WIDE CURB 18" GUTTER OR MATCH EXISTING 1' MIN. OR AS DIRECTED BY THE CITY 1' MIN. OR AS DIRECTED BY THE CITY I A.C. do CONCRETE A.C. & CONCRETE 4' MIN. VARIES 1' WIDE (MIN.) A.C. REMOVE/REPLACE DEEP GROOVE COLD JOINT 2% SLOPE TYP. SLOPE 8.33% MAX SLOPE 15% ° ° ° ° ° �� r1" TO MATCH ° `° ° ° 1 EXISTING SEE NOTE 8 SOIL ENGINEEREDRELATIVE ILL 1 ON PACTED �i� �/ MUNICIPAL CODE SECTION 12.04.060). 8. CONCRETE THICKNESS FOR DRIVEWAYS IN INDUSTRIAL AND COMMERCIAL AREAS IS 8" MINIMUM. CONCRETE THICKNESS FOR DRIVEWAYS IN RESIDENTIAL AND MULTI -FAMILY IS 6" MINIMUM. 9. ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND THE LATEST CALTRANS STANDARDS. 10. ALL TREES IN PARKING STRIP MUST BE PROTECTED FROM DAMAGE. 11. NO TREE ROOTS LARGER THAN 2" ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE PARKS DEPARTMENT AT (650) 558-7300. I �� A y B 15'-20' (TYP) 1.5' TO 2.0' L SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) (TYP.) FULL DEPTH OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. DRIVEWAY (DETACHED) PLAN VIEW N.T.S. SEE NOTE 14 12. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 72 HOURS. (CALTRANS SECTION 90-7) SECTION A -A N.T.S. PUBLIC SIDEWALK SHALL BE IN CITY'S RIGHT-OF-WAY. 5, WIDE OR AS DIRECTED PLANTING STRIP BY CITY ENGINEER (SEE NOTE 6) 6„ V WIDE A.C. REMOVE/REPLACE SLOPE AT 1/4" PER FOOT (2%) 1" 4'MIN. ° ° o 6' \\ ° o � ° 13. ALL CONCRETE REMOVALS SHALL BE SAWCUT FULL DEPTH OF CONCRETE SIDEWALK, DRIVEWAY AND APRONS. 14. SAWCUT AND REMOVE/REPLACE A.C. PAVING 1' WIDE (MIN.) WITH HOT MIX A.C. SAWCUT FULL DEPTH AC AND CONCRETE 6'-7" +/-, REMOVE AND REPLACE WITH AC MATCHING COMBINED THICKNESS OR 6" AC MINIMUM. 15. THE NEW DRIVEWAY MUST NOT ENCROACH TO NEIGHBOR'S PROPERTY LINE PROJECTION INTO THE STREET WITHOUT WRITTEN APPROVAL FROM THE NEIGHBOR. 3r, 4'(MIN.) SIDEWALK, 2% SLOPE �� �i ato �+ `� a cn� F >o \A DRIVEWAY �� a #4 x12" DOWELS OR 17 �j\/\ / #5 x12" DOWELS IF DIRECTED BY ENGINEER AT 18" O.C. �� " 1 5" MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE 3• � SEE NOTE 14 SOIL OR ENGINEERED FILL, COMPACTED TO 90% RELATIVE COMPACTION #4 x12" DOWELS A -A 3. N.T.S. �1" 5' WIDE OR AS DIRECTED BY CITY ENGINEER (SEE NOTE 2) �- •F TT 16. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS. 17. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT PERMIT. 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS IF NOT PERMITTED. 19. PROE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING PROVIDE CONCRETE SIDEWALK. #5x12" DOWELS ARE ALLOWED IF APPROVED AND DIRECTED BY ENGINEER. ##4x12" DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SW-i. 20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE THE FLOW LINE OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET A I" BU R LI N GAM E c A L i F 0 R N i A ' 1 it CURB GUTTER D MIN. OR AS DIRECTED Y TH ITY 1' MIN. OR AS I D BY THE CITY A.C. A.C. S E 1' WIDE-A.C. &CONCRETE LIP SLOPE AT 1/4" PER FOOT (2%) -� TYP. SLOPE S.33% NOTE 8 REMOVE/REPLACE SEE o ° ° c MAX SL0�=5% FULL NOTE 8 ° ° c c 1 DEPTH INTO PRIVATE PROPERTY. 1 ' • 111' •� - • - • 2, DRIVEWAY WIDTH VARIES 2' (SEE NOTE 7) INDUSTRIAL AREAS ° '\�\%�`%�`�\%` `\\\�\ ° PLAN VIEW N.T.S. SOIL OR ENGINEERED FILL, COMPACTED TO 95% ° "° RELATIVE COMPACTION SEE \�'�//�✓/�/\�\//� 1.5" NOTE 14 SECTION B-6 (SEE NOTES ON SHEET 3 OF 3) N.T.S. APPROVED BY DRAWING APPROVED BY DRAWING APPROVED BY DRAWING ARM BURUNGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER NO' BIIRLIj�GAME SIDEWALK DETAIL, DRIVEWAY, CURB AND GUTTER N�' BIjRLIN6AME SIDEWALK, DRIVEWAY, CURB AND GUTTER NO. DATE DATE DATE SWA SW-1 SWA DEPARTMENT OF PUBLIC WORKS 8/9/2017 (2 of 3) DEPARTMENT OF PUBLIC WORKS 8/9/2017 (1 of 3) 1. DEPARTMENT OF PUBLIC WORKS 8/9/2017 (3 of 3) I A JUNCTION BOX (CHRISTY. EQUAL) SAWCUT AT SCORE MARKS MATCH BLOCK PATTERN. 24' MINIMUM WIDTH La 6 x6, 10 GAUGE DRIVEWAY $ WELDED WIRE MESH APPROACH N SIDEWALK � � �►3 REBAR CURB CUTTER MINIMUM ONE (1) FLAG WIDTH FROM WRAP 1' A.C. REMOVE/REPLACE A PLAN VIEW 0 SAW CUT N.T.S. 6' STANDARD CURB 2-1/2' WIRE MESH 1 12' 1 12' 1 12' 1 MIN. MULTIPLE PIPES ELEVATION 0 N.T.S. R 4" DEPTH WIRE MESH i/4"�/FT OR MATCH EXISTING /3 REBAR Y 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-O TYPICAL MATERIAL IS 3" P.V.C. SCHEDULE 40 �\ PIPE INVERT TO MATCH NO. DATE BY DESCRIPTION CONST. PIPR OR CAST IRON CUTTER FLOW LINE. PIPE TO SECTION A -A BE RECESS 1/4" FROM CURB JUNCTION BOX FACE. (CHRISTY. EQUAL OR AS APPROVED) N.T.S. REVISIONS IT IS TFTE RESPONSIBILITY OF TFTE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARETHEM O MODIFY THE EXISTING 45 DEGREE ANGLE TO WIRE MESH 45' 60• APPROXIMATELY 80 DEGREES, THEREBY REDUCINC THE POTENTIAL DAMAGE CAUSED BY VEHICLE TIRES BUMPING THE CURB. �3 REBAR EBEFORECONSTRUCTION DOCUMENTSTH COMEN DOCUMES,ERRORS,OM COMMENCING OTHERINCONSISTENCI S OR ANY OTHER INCONSISTENCIES OR ANY DISCOVERED SHALL IMMEDIATELY PIPE IN ROLLED CURB BE REPORTED TO THE DESIGNER PROJECT NAME NEW RESIDENCE + DETACHED ADU N.T.S. 'DIAMETER PIPE (MAX.) FOR MRS. KIMBERLY WICKAM ram; 1128 LINCOLN AVENUE 1, IF CURB FACE IS LESS THAN THE STANDARD 6' DEPTH 6" DEPTH AND THE MINIMUM COVER OF 2-1/2" CANNOT BE ATTAINED, DO BURLINGAME, CALIFORNIA 94010 ONE OR MORE OF THE FOLLOWING: DRAWING TITLE B INSTALL MULTIPLE SMALLER DIA. PIPES; �A� CHANGE TO AN OVAL PIPE; C INSTALL A #3 REBAR OVER THE PIPE IN THE CURB FACE AREA. 2 ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4' MAX. AGGREGATE. WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR PUBLIC WORKS REQUIREMENTS AND DETAILS COLORATION. DATE ENGINEER DRAWINGNO. 3. ALL CONCRETE SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING SIDEWALK. SEE SIDEWALK DETAIL DRAWING A-1699. 2403 AART ASSINK scALE: AssHowN RELEASED TO CONSTRUCTION JOB NO. DRAWN JFGNG By, REVIEWED By, JFG 1APPROVED Pw. PLI.Nq STANDARD CURB DRAIN BYDRAWI NO. SW-2 DATE 8/17/2006 DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS LENGTH OF THE RISER AT 45 DEGREES (IN FEET) "L" VERTICAL DEPTH TO LATERAL AT CLEAN -OUT (IN FEET) "D' TEST PRESSURES MINIMUM OF 4 PSI (IN PSI) SEE NOTE # 1 1 0.7 0.7 2 1.4 1.4 3 2.1 2.1 4 2.8 2.8 5 3.5 3.5 6 4.2 4.2 7 4.9 4.9 8 5.7 5.7 9 6.4 6.4 10 7.1 7.1 11 7.8 7.8 12 8.5 8.5 13 9.2 9.2 14 9.9 9.9 15 10.6 10.6 16 11.3 11.3 NOTE: 1. GROUND WATER IS ASSUMED AT 3'-0" BELOW GRADE. APPROVED BY DRAWING SEWER LATERAL TEST (AIR) NO. BURLJNGAME CITY ORDINANCE #1329 SS-2 DATE - ----- - - - DEPARTMENT OF PUBLIC WORKS 8/17/2006 (4 Of 4) ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TESTER BEFORE APPROVAL OF THE WATER SYSTEM. SEE THE SAN MATEO COUNTY WEB SITE FOR APPROVED LIST OF CERTIFIED TESTER'S AT HTTP://SMCHEALTH.ORG/NODE/426. FOR ADDITIONAL INFORMATION ON USC APPROVED DEVICES PLEASE CALL THE WATER DIVISION AT (650) 558-7670. PLEASE COMPLETE THE "WATER DEMAND WORKSHEET'I FOR DETERMINING THE WATER SERVICE AND METER SIZE. THE WORKSHEET IS AVAILABLE AT THE BUILDING DEPARTMENT OR ON THE CITY OF BURLINGAME WEB SITE AT HTTP://WWW.BURLINCAME.0RG/INDEX.ASPX?PAGE=125. TO DOMESTIC ADDRESS: TO IRRIGATION SYSTEM HOSE BIB WITH BACKFLOW PREVENTION VACUUM BREAKER ASSEMBLY TYPE: BRAND: PRESSURE REDUCING MODEL#: VALVE (IF NEEDED) SIZE: HOUSE VALVE SEE NOTE TO FIRE SYSTEM BACKFLOW PREVENTION ASSEMBLY TYPE: DOUBLE CHECK BRAND: MODEL#: METER SIZE: CUSTOMER SERVICE SIZE TO BUILDING: PSI CITY PRESSURE FIRE PLANS SUPERSEDES THIS SERVICE MATERIAL TYPE: IvItlAx, SERVICE SIZE TO WATER METER: TER WATER METER SIZE: N NOTE: I. REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX TYPICAL RESIDENTIAL WATER SERVICE DETAIL DATE DRAWING NO. BURLINGAME (WITH FIRE SYSTEM) NOV 2012 W-1780 DEPARTMENT OF PUBLIC WORKS DRAWN BY: L.T. SCALE: NONE SHEET 1 OF 1 CHECKED BY: K.0 APPROVED BY: n B. AIR TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABOR FOR MAKING THE TEST, EXCEPT THE PRESSURE TEST GAUGE AIR TEST EQUIPMENT SHALL BE APPROVED BY THE CITY. THE CONTRACTOR SHALL CLEAN PIPE AND PLUG THE LATERAL AT THE BUILDING LINE AND THE CITY CLEANOUT. (IF A CLEANOUT IS WITHIN TWO FEET (2'-0") OF THE BUILDING, THE LATERAL MAY BE PLUGGED AT THE CLEANOUT.) THE LEAKAGE TEST OF THE LATERAL SHALL BE CONDUCTED IN THE PRESENCE OF THE CITY IN THE FOLLOWING MANNER: AIR SHALL BE SLOWLY SUPPLIED TO THE PLUGGED LATERAL UNTIL THE INTERNAL AIR PRESSURE REACHES 4.0 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE AIR PRESSURE SHALL BE REGULATED BY A SUITABLE REGULATOR VALVE. AT LEAST TWO MINUTES SHALL BE ALLOWED FOR TEMPERATURE STABILIZATION BEFORE PROCEEDING FURTHER. THE RATE OF AIR LOSS SHALL THEN BE DETERMINED BY MEASURING THE TIME INTERVAL FOR THE INTERNAL PRESSURE TO DECREASE FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE TIME INTERVAL MEASURED FOR THE INTERNAL PRESSURE TO DROP FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH IS 10 SECONDS OR GREATER. SEE STANDARD DRAWING SS-2 (4 OF 5). 4. IF THE LATERAL PASSES THE TEST, IT SHALL BE CERTIFIED AS ACCEPTABLE AND THE SALE CAN TAKE PLACE WITHOUT ANY FURTHER ACTION. THE CERTIFICATION SHALL BE PLACED IN THE BUILDING DEPARTMENT FILE. THIS CERTIFICATION SHALL BE EFFECTIVE FOR TEN (10) YEARS. IF THE LATERAL FAILS THE TEST, THE LATERAL SHALL BE EITHER REPAIRED OR REPLACED AND RETESTED UNTIL THE LATERAL PASSES. THERE WILL BE NO ADDITIONAL FEE FOR RETEST ON REPAIRED OR REPLACED PIPING A PLUMBING PERMIT WILL BE REQUIRED FOR ANY REPAIRS OR REPLACEMENT, AN ENCROACHMENT PERMIT MAY ALSO BE REQUIRED DEPENDING ON THE LOCATION OF THE REPAIR. A COMPLETE REPLACEMENT FROM BUILDING TO CITY CLEANOUT IS EFFECTIVE FOR 25 YEARS. A REPAIRED AND TESTED LATERAL IS EFFECTIVE FOR TEN (10) YEARS. 5. THE CITY NEITHER HAS NOR WILL MAKE ANY DETERMINATION AS TO WHO WILL PAY FOR THE TESTING AND REPAIRING. THAT IS TO BE DECIDED BETWEEN THE PARTIES INVOLVED IN THE SALE. PRIVATE SEWER LATERAL AND TESTING PROCEDURE AND REQUIREMENTS ORDINANCE NO. 1329, WHICH WAS ADOPTED JULY 7, 1986 AND BECAME EFFECTIVE AUGUST 7, 1986 AND WAS MODIFIED BY ORDINANCE 1623 ON MARCH 23, 2000, REQUIRES THE ABATEMENT OF SEWER LATERALS AND CLEANOUTS WHICH ARE FOUND TO CONTAIN LEAKS OR SEPARATIONS: LATERALS COVERED ARE FROM THE BUILDING SERVED TO THE CLEANOUT IN THE CITY RIGHT-OF-WAY. THE ORDINANCE ALSO REQUIRES THE TESTING AND REPAIR OF LATERALS PRIOR TO THE SALE OF THE PROPERTY IF THE BUILDING WAS CONSTRUCTED 25 YEARS OR MORE BEFORE THE DATE OF SALE. DATE OF CONSTRUCTION SHALL BE THE DATE THE BUILDING PERMIT WAS FINALED. IN ADDITION, TESTING IS REQUIRED IF TWO (2) OR MORE PLUMBING FIXTURE UNITS ARE ADDED TO A PROPERTY. THE FOLLOWING PROCEDURES AND REQUIREMENTS ARE ADOPTED TO IMPLEMENT ORDINANCE NO. 1329. IT SHALL BE THE OWNER'S RESPONSIBILITY TO DETERMINE IF TESTING IS NEEDED. CONTACT THE BUILDING DEPARTMENT TO DETERMINE THE AGE OF THE STRUCTURE AND IF THE LATERAL HAD BEEN TESTED AND/OR REPAIRED WITHIN THE PAST TEN (10) YEARS. IT CAN BE ASSUMED THAT TESTING AND REPAIRS HAVE NOT BEEN DONE UNLESS THE PROPERTY HAS BEEN ALTERED OR SOLD AFTER AUGUST 1986. IF THE LATERAL NEEDS TESTING, THE PROPERTY OWNER SHOULD RETAIN A CONTRACTOR OR PLUMBER TO PERFORM THE TEST. THE TEST SHALL BE PERFORMED AS FOLLOWS: 1. THE TEST MUST BE WITNESSED BY A CITY REPRESENTATIVE TO MEET THE ORDINANCE REQUIREMENTS. THE CONTRACTOR OR OWNER SHALL FIRST OBTAIN AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT IN CITY HALL AND PAY AN ENCROACHMENT PERMIT FEE PER THE LATEST ENCROACHMENT PERMIT FEE SCHEDULE. OBTAINING THE PERMIT CAN BE DONE BEFORE OR CONCURRENTLY WITH SCHEDULING AN APPOINTMENT BUT IS REQUIRED AT THE TIME OF THE TEST. ALL ARRANGEMENTS AND SET UP SHOULD BE COMPLETED BY THE TIME THE CITY REPRESENTATIVE ARRIVES TO WITNESS THE TEST. CALL 650-558-7670 TO SCHEDULE AN APPOINTMENT, 2. EACH LATERAL IS TO HAVE A CLEANOUT LOCATED IN THE CITY RIGHT-OF-WAY. IF A CLEAN OUT DOES NOT EXIST THEN ONE WILL BE REQUIRED TO BE INSTALLED. THE OWNERS CONTRACTOR WILL INSTALL THE CLEANOUT WITH AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. CITY PERSONNEL CAN SPEND A LIMITED AMOUNT OF TIME TO ASSIST IN LOCATING AN EXISTING CLEANOUT OR LATERAL. A CLEANOUT LOCATED ADJACENT TO THE BUILDING WILL BE AN AID IN THE TESTING PROCESS OR LOCATING THE PIPE ROUTE FOR REPAIRS AND IS NOW REQUIRED IN THE UNIFORM PLUMBING CODE. A PLUMBING PERMIT FROM THE BUILDING DEPARTMENT IS REQUIRED FOR THE CLEANOUT ADJACENT TO THE BUILDING OR ANY WORK DONE ON PRIVATE PROPERTY. 3. TESTING WILL BE ACCOMPLISHED BY EITHER A WATER EXFILTRATION TEST OR AN AIR TEST. THE AIR TEST SHALL BE USED IN HILLSIDE AREAS WHERE THE HYDRAULIC HEAD PRESSURES COULD DAMAGE THE PIPE. A. WATER EXFILTRATION TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT, EXCEPT THE CALIBRATED BUCKET. THE CONTRACTOR SHALL PLUG THE LATERAL AND RISER AT THE CITY CLEANOUT AND THEN SURCHARGE THE LINE WITH WATER TO A POINT EQUAL TO THE FOUNDATIONS GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB, DEPENDING ON CONSTRUCTION. THE MINIMUM HEIGHT OF THE WATER LEVEL SHALL BE TWO FEET (2'-0") ABOVE THE FLOWLINE OF THE LATERAL AT THE CITY CLEANOUT. IF THERE IS ANY FIXTURE INSIDE THE STRUCTURE LOWER THAN THE TESTING WATER LEVEL, THE CONTRACTOR SHALL HAVE TO EITHER PLUG THE FIXTURE OR THE LATERAL AT THE BUILDING. AN APPROVED BACKWATER VALVE SHALL BE INSTALLED IF THERE ARE ANY PLUMBING FIXTURES BELOW THE LEVEL OF THE CITY CLEANOUT A PLUMBING PERMIT IS REQUIRED FOR THIS WORK THE CONTRACTOR MAY ALSO INSTALL OR USE AN EXISTING CLEANOUT NEAR THE STRUCTURE AT THE FOUNDATION GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB FLOOR LEVEL TO ESTABLISH THE MINIMUM TWO FEET (2'-0") WATER LEVEL. THE LATERAL SHALL REMAIN SURCHARGED FOR A PERIOD OF 30 MINUTES AND THE AMOUNT OF WATER LOST SHALL BE MEASURED, THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE AMOUNT OF WATER LOST IS LESS THAN FOUR (4) GALLONS. NO INCREASE OR ALLOWANCE IS ALLOWED FOR LONG LATERALS OR FOR LATERALS LARGER THAN THE 4-INCH MINIMUM SIZE. SEE STANDARD DRAWING SS-2 (3 OF 5). PRIVATE SEWER LATERAL AND TESTING APPROVED BY DRAWING T APPROVED BY DRAWING NO. PRIVATE SEWER LATERAL AND TESTING NO. PROCEDURE AND REQUIREMENTS DATE SS-2 BUR NGAME PROCEDURE AND REQUIREMENTS _ DATE SS-2 DEPARTMENT OF PUBLIC WORKS 8/17/2006 (2 of 4)i -- 8/17/2006 (1 Of 4) DEPARTMENT OF PUBLIC WORKS .� r'oSTREET OR ALLEY AREA la. BUILDING MUST HAVE CITY CLEAN -OUT IN RIGHT-OF-WAY AREA, ALTERNATE 1 OR OWNER MUST INSTALL NEW CITY CLEANOUT. USE FIXTURES lb. CITY REPLACES "P" TRAPS IN RIGHT-OF-WAY ONLY. R 2. TO PERFORM TEST, DOUBLE PLUG IS REQUIRED BY OWNER/CONTRACTOR. ALTERNATE 2 3. AFTER TEST, CITY WILL LISTEN FOR WATER FROM TEST FIXTURE USE CLEAN -OUT WHEN PLUG IS REMOVED TO CONFIRM LINE IS OPEN AND NOT PLUGGED ELSEWHERE. N v rn m a n j m i p > I I m on z D PLUG LATERAL AND CLEAN -OUT D r' FOUNDATION (PER NOTE 2 ABOVE) CZ HEIGHT nm r m (/)- n 4t 2' MIN. w D ---- �� In m HEIGHT OF LATERAL TEST PROCEDURE ALTERNATE 1 - la. USE LOWEST FIXTURE WHICH IS A MINIMUM OF 2' ABOVE THE LATERAL ELEVATION AT CLEAN -OUT 1b. CHECK THE BASEMENT DRAINS OR SUMP PUMP. 1c. REMOVE AND PLUG ALL ILLEGAL CONNECTIONS (i.e. ROOF DRAINS AND SUMP PUMP.) 2. FILL FIXTURE UNTIL WATER DOES NOT DRAIN. D 3. MARK WATER LEVEL. Go 4. SHUT OFF BUILDING WATER SERVICE DURING CITY INSPECTION TEST. p D < 5. WAIT 30 MINUTES AND REFILL TO MARK. r� --i np m p 6. TEST PASSES IF WATER REFILLED IS FOUR (4) OR LESS GALLONS FOR FOUR (4") INCH OR SIX (6") INCH LATERAL. rn CD ALTERNATE 2 - 1. INSTALL OR USE EXISTING CLEAN -OUT OR FIXTURE AT THE FOUNDATION LEVEL (FLOOR JOIST LEVEL) OR SLAB FLOOR LEVELJ. p 2. CONTINUE TEST AS IN ALTERNATE 1. W � � �y Z D O v N Z 0 Geurse Conceptual Desi8ns, Inc. 405 BaLiswater Ave. Burlingame, California 94010 tel: 650.703.6197 eanail: jgeurse@gniail.com SIGNATURE BOX: NAME: JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE: 06, CITY 1 dllt I m ❑- 0 0 DESIGNS, INC. /7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS TIDE RESPONSIBILITY OF TIDE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER DATE PROJECT NAME NEW RESIDENCE + DETACHED ADU FOR MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 2403 JOB NO. DRAWN JFG BY: REVIEWED BY: JFG DRAWING TITLE PUBLIC WORKS REQUIREMENTS AND DETAILS ENGINEER I DRAWING NO. AART ASSINK SCALE: AS SHOWN RELEASED TO CONSTRUCTION PW.2 Geurse Conceptual Designs, Inc. NOT USED NOT USED NOT USED NOT USED SCALE=NTS SCALE=NTS SCALE=NTS SCALE=NTS Fiber Rolls _V a� / // //'/ y k _V -V „�iiii i III y W " y Fiber rolls _V Vertical spacing measured along the face of the slope varies between NOT USED , D' and 20' \ i SE-5 Note: Install fiber roll along a level contour. _V y sty t<`o� Install a fiber roll near slope where it transitions into a steeper slope SCALE=1"=1' 0" TYPICAL FIBER ROLL INSTALLATION N.T.S. Fiber roll 8" min SfoPe , C_ 0 EE N'q N •� E 3/4" x 3/4" wood stakes max 4' spacing �m:��►1crm�nr.�»rrm NOTES: If more than one fiber roll is placed in a row, the rolls must be overlapped, not abutted Turn the ends of the fiber roll up -slope to prevent runoff from going around the roll. July 2012 California Stormwater BMP Handbook Portal 5 of 5 Construction www.casga.org NOT USED I FIBER ROLL -WATTLE DETAIL EARTHEN SWALE DETAIL STONE PAVING 4" CONCRETE SLAB 24" LAP W/ UX G"X #10X #10 W.W.M. — O/ GRADE CONCRETE STEPS 12" SCALE=NTS SCALE=NTS SCALE=1"=1'r0" �!iY9Mi1 6" MIN. SCALE=1"=1'-0" 10' MIN. 5' MIN. FROM PROPERTY LINE PIPE JOINT 10" MIN. ABOVE GROUND OPTIONAL CLEAN - OUT !I 1� SLOPE ANN. ! 1 2' IMIN. TRAPPED SILT BASIN, J AS REQUIRED t 12" THICK LAYER OF 3/4" - 2 1/2" WASHED DRAIN ROCK BETWEEN THE PIT LINING AND THE DD DC EARTH WALL, AND UP TO THE LID j Z X 9 DC 1. Sizing: See adjacent table to size the drywell(s) based on impervious area. 2. Siting Criteria: The base of the drywell must be at least 5' above seasonal high groundwater. 3. Setbacks: Measured from the center, the drywell must be 10' from foundations and 5' from property lines except next to the right-of-way where no setback is required between the edge of the drywell drain rock and the property line. The foundation setback is 8" for plastic mini-drywells. 5. Access: In residential settings, an access cleanout is optional but highly recommended. 6. Pre -Treatment A trapped silt basin such as a sumped catch basin is required except for drywells managing roof runoff and runoff from pedestrian -only areas. 7. The top of the perforated drywell sections must be lower than neighboring foundations. DRYWELL DETAIL Maximum Catchment Area Managed Drywell Depth by One Drywell 26"dlameter 4tdiameter 5' 1000 sf 2500 sf 10' 25W sf 4500 sf 15, 3500 sf 5000 sf 2x2 plastic mini. drywell (maximum 500sf of 2 drywells per catchment) CONSTRUCTION REQUIREMENTS Smearing the soil surface during excavation can limit infiltration rates. If smooth excavation tools are used, roughen the sides and bottom of the excavation with a sharp pointed tool. Remove loose material from the bottom of the excavation. SCALE=1"=1'-0" A PERMEABLE PAVER FROM TECHO-BLOC OR A EQUAL. B B. JOINT FILLING MATERIAL ASTM No 8 (CSA 2.5-10 min) AGGREGATE C. BEDDING COURSE 1 Y" TO 2" (40 TO 50 mm) C ASTM No 8 (CSA 2.5-10 mm) AGGREGATE D D. BASE COURSE, 4" (100 inm) ASTM No. 57 (CSA 5-28 mm) AGGREGATE E 4" SUBBASE COURSE E ASTM No. 2 (CSA 40-80 nun) AGGREGATE F. GEOTEXTILE G. SUBGRADE H. CONCRETE EDGE F PERMEABLE PAVERS (DRIVEWAY + WALKWAYS) SCALE=1"=1'-0" PRESSURE GAGE MAIN WATER LINE TO RESIDENCE WATERLINE TO FIRE PROTECTION RISER. SHUT OFF VALVE SEE FIRE PROTECTION PLANS FOR USC APPROVED -DOUBLE REQUIRED CONNECTION. CHECK VALVE ASSEMBLY I � I � p.1I � _Z �_ DCVA ._._._. ._._._�._.—. .—. ._._ �I o. I SHUT OFF VALVE FOR IRRIGATION I IRRIGATION WATER VALVES — MAIN WATER LINE FROM CITY METER VERIFY SIZE WITH FIRE PROTECTION APPROVED PLANS NOTE CONTRACTOR TO CHECK ALL WATER LINE SIZES WITH FIRE PROTECTION PLANS. CONC. STEDBL. CCK VALVE ASSEM. (DCVA)PS SLOPE 5% AWAY FROM BUILDING FOR IGROUND/LANDSCAPE AREAS, OR 2% AWAY FROM BUILDING FOR I HARDSCAPE AREAS, FOR TEN FEET UNLESS NOT PRACTICAL LONGITUDINAL SWALES MAYBE USED. a 01 �I VARIES SCALE=1"=1'-0" O USE GRASSY SWALE OR OTHER Q MATERIALS TO MINIMAZE SEDIMENTS Z O w O z_ 1 50/,o VARIES .a y II II SIGNATURE BOX: NAME JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE 06, " " 405 BaLjswater Ave. Burlin8ame, California 94010 tel:650.703.6197 e:mail: 18eurse@8mail.com CITY DESIGNS, INC. EARTHEN SWALE DETAIL 2 SCALE=NTS 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-O NOTE ALL GRADING IS BASED OFF OF THIS ARCHITECTURAL SECTION. THE NO. DATE BY DESCRIPTION CONST. ADJACENT GRADE AND GFF DIMENSIONS SHOWN HERE MUST BE KEPT. NOTIFY THE REVISIONS ENGINEER BEFORE MAKING ANY SLOPE 5% FROM CHANGES. GROUNDTO BOTTOM OF WOOD SILL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL r FIELD CONDITIONS AND COMPARE O 41- SLOPE 5% AWAY FROM BUILDING FOR GROUND/LANDSCAPE AREAS, OR 2% THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS AWAY FROM BUILDING FOR OR ANY OTHER INCONSISTENCIES IIARDSCAPE AREAS, FOR TEN FEET DISCOVERED SHALL IMMEDIATELY FIN. FLR. UNLESS NOT PRACTICAL LONGITUDINAL BE REPORTED TO THE DESIGNER - z 00 SWALES MAYBE USED. PROJECT NAME NEW RESIDENCE + DETACHED ADU 5% NAT. GRD. FOR MRS. KIMBERLY WICKAM I BURLINGAME, CALIFORNIA 94010 DRAWING TITLE ADJACENT GRADE SITE DETAILS TYPICAL FOUNDATION/GFF / GROUND SECTION SCALE=1"=1'-0" DATE 2403 JOB NO. ENGINEER AART ASSINK SCALE: AS SHOWN DRAWN JFG BY: RELEASED TO CONSTRUCTION REVIEWED BY: JFG DRAWING NO. PW3 WALL LEGEND POLLUTANT CONTROL (2022 CGC §4.504) G e U YS e Conceptual De s i 8l1 S, hi C. 1-HOUR FIRE RATED WALL BETWEEN GARAGE 1. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP 1. KITCHEN NOTES 5. BATHROOM NOTES CONTINUED 9. TEMPERED GLASS SHOWER ENCLOSURE 17. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY • -MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE 1.8 LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED CONSTRUCTION (2022 • AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS 10. SHELF PLATFORM AND LIVING SPACE OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS WILL BE GPM, AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT -BATHTUB CBC, TABLE 602. (SHOWN DASHED DOT) PROVIDE 5/8" TYP 'X" ONEHOUR FIRE RATED COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY MUST DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM WITH INSTALLED SHOWER HEADS AND IN SHOWER 11. ALL DOORS AT 8'-0" HIGH TYP. WALL PER CODE FOR REQUIRED SEPARATION TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS THAT MAY ENTER THE SYSTEM 2022 CGC §4.504.1 2022 CGC §4303.1.4.4 COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT 18. NEW HARDWOOD FLOORING THROUGHOUT ENTIRE RESIDENCE FIRST BETWEEN GARAGE AND LIVING SPACE SHOWN 2. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR KITCHEN CABINETRY, APPLIANCES OTHERS. DESIGNED AND FINISH. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2. TILE 12. NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN AND SECOND FLOOR EXCEPT BATHROOMS WHICH SHALL BE OF STONE OR TILE MATERIAL. Bay DASHED. POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. CH CHOSEN BY OWNER CONTRACTOR INSTALLED. A LE WALLS TO UNDERSIDE OF CEILING APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE Buy me, CaliforniaAve. Burlingame, C94010 16 2022CGC §4.504.2.1 2. COUNTER/CABINETS/FINISH MATERIAL AND STYLE AS SHOWN BY • -FOR GYPSUM BOARD USED AS THE BACKER OR BASE FOR DISHWASHING MACHINE CPC SECTION 807.4. 19. DECORATIVE CONCRETE SWOOPS tel: 650.703.6197 NOTE EXTERIOR BEARING WALLS LESS THAN FIVE OTHERS. CONTRACTOR INSTALLED CERAMIC TILES OR OTHER NON -ABSORBENT FINISH MATERIALS, 20.36"DEEP "MIN. LANDING. email: j8eurse@8mail.com 1 FEET FROM THE PROPERTY LINE WILL BE BUILT 3. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2022 CGC §4.504.2.2 PROVIDE FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS 13. POLE AND SHELF. OUT OF ONE -HOUR FIRE RATED CONSTRUCTION 3. BUILD OUT WALL TO 3-1/2" PER ELEVATIONS. MAT GYPSUM OR FIBER -REINFORCED GYPSUM BACKERS SUCH AS ANEW LOW PROFILE OPERABLE SKYLIGHT. SIGNATURE BOX: (2022 CBC, TABLE 602. 4. AEROSOL PAINTS AND COATINGS WILL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH 4. LINE OF SOFFIT OR CLIPPED CEILING, TYPICAL @ &V WONDER -BOARD, HARDI-BACKER, DENS SHIELD OR EQUIVALENT. 14. 30" X 30" ACCESS PANEL TEMPERED GLASS. TYP. NAME JESSE GEURSE aL PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 2022 CGC §4.504.23 NOTE REQUIREMENT ON PLANS. CRC SECTION R702.4.2. 5. BATHROOM NOTES 22. RANGE/COOKTOP - DEDICATED 208/240V, 50A CAPACITY 0 5. DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS. • -MECHANICAL VENTILATION @ BATHROOM 6. BEDROOM NOTES 15. FIREPLACE NOTES RECEPTACLE WITHIN 3 FEET EXTERIOR WALL 2022 CGC §4.504.2.4 BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS • " WINDOWS AT BEDROOMS (EGRESS} • PREFAB ELECTRIC METAL FIREPLACE MANUFAC: CONSULT OWNER ON DESIGN CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. 2X4 STUDS AT O.C. ON EXTERIOR WALL WITH 5. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT REQUIREMENTS. 2022 CGC §4.504.3 SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS W1TH AN AREA OF NOT LESS . MIN. CLR OPENING, 5.7 SQ. FT. MIN. CLR HEIGHT. 24" MODEL: VERIFY FOUNDATION WITH MODEL 24. NO GAS TO BE PROVIDED FOR DRYER 25. 1-HOUR FIRE RATED WALL AT STAIRCASE WALLS AND INTERIOR NO: 22811, EXPIRATION DATE 06/30/ 025 D BATTEN BOARD SIDING WITH BATTENS IG" O.C. THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT. IN LIEU OF EXTERIOR • MIN. CLR WIDTH, 20" D G TEMPERED GLASS DOORS INSTALLED PER MANLTFAC. SPECS. CEILINGS O/ PLYWOOD. MINIMUM R�15 O/ T INSULATION INSULATION PER TITLE 24 6. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING OPENINGS PROVIDE A MECHANICAL VENTILATION SYSTEM • FINISHED SILL HEIGHT TO BE NOT MORE THAN 44"ABOVE FINISHED CONSULT OWNER ON DESIGN PROVIDE 5/8" TYP 'X" ONE -HOUR FIRE RATED WALL PER CODE FOR WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. CAPABLE OF PROVIDING 5/AIR CHANGES/HR. FLOOR • -NON-CONTRACTOR REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE INTERIORWALL- 2022 CGC §4.504.4 • ACCESS TO TOILETS 30" CLEAR WIDTH 24" CLEAR IN FRONT. • " LIGHT AND VENTILATION @ BEDROOMS: VERIFY WITH • CONTRACTOR TO VERIFY WITH MANUFAC; SPEC. FOR ALL REQ. ROUGH OPENING FOR UNIT PRIOR FRAMING. SHOWN DASHED. PROVIDE AT GEEING ABOVE ALL LIVING SPACE 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR THARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS 0 -PLUMBING WALL PROVIDE 2 X G" STUD WALL BEHIND PLUMBING NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING WITH • -ANY GAS FIREPLACES SHALL BE A 26. DECORATIVE WROUGHT IRON PLANTER BOX GYPSUM SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. FIXTURES. AN AREA OF NOT LESS THAN 1/10 OF THE FLOOR AREA (MIN.10 SQ. DIRECT-VENSEALED-COMBUSTIBLE TYPE ` 7.10" SQUARE COLUMNS DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. 2022 CGC §4 504 5 FT.) NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR • -ANY WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US . -THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR EPA PHASE 11 EMISSION LIMITS PER CGC 4503.1 AND PER CODE 28.36"DEEP "MIN. LANDING. EXCEED 1.28 GAL / FLUSH. 2022CGC §4303.1.1 AREA (MIN. 5 SQ. Fr.) SECTION 4.503.1 EXTERIOR WALL -SMOKE 29. +26" DECORATIVE WROUGHT IRON RAILING. 2X4 STUDS AT IG" O.C. ON EXTERIOR WALL ONLY • FOR DUAL FLUSH TOILETS AVERAGE TWO REDUCED FLUSHES • DETECTORS: REQUIRED IN EACH ROOM USED FOR SLEEPING AND CENTRALLY 30. LINE OF CLIPPED CEILING. SEE SECTION WITH STONE VENEER O/ SCRATCH COAT WITH ONE LULL FLUSH. LOCATED IN THE WALL OR CEILING NCORRIDORS PROVIDING 16. STAIRCASE NOTES 31. ALL DOORS AT SECOND LEVEL 7'-0"HIGH CEMENT PLASTER O/ LATH O/ 2 LAYERS OF GRADE D' BUILD. PAPER OR TYVEX O/ . -THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED ACCESS TO EACH SLEEPING AREA, AT EACH FLOOR OR BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY. • -STAIRWAY: PROVIDE 1 LAYER 5/8" TYPE 'X" G.W.B. AT ALL WALLS AND SOFFIT 32. HANDRAIL 034" TO 38" ABOVE TREAD NOSING. PLYWOOD. 0.125 GAL / FLUSH. 2022 CGC §4303.1.2 SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN FOR ENCLOSED USEABLE SPACE BENEATH STAIRWAY. ONE RAIL TO EXTEND 6" BEYOND TOP AND BOTTOM RISER, AND • 4) MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM, AT 80 ALL AREAS OF THE BUILDING OR BE • -TOP OF RAIL 034" TO 38" ABOVE,TREAD NOSING. SHALL TERMINATE IN A NEWEL POST OR WALL HANDGRIP PSI. 2022 CGC §4303.13 INTERCONNECTED.SMOKE DETECTOR SHALL BE ONE RAIL TO EXTEND6"BEYOND TOP AND BOTTOM RISER, AND CROSS -SECTIONAL AREA OF TOP RAIL 1 �l/2" MIN. TO 2"MAX CONNECTED TO THE BUILDING WIRING SYSTEM IN ALL SHALL TERMINATE IN A NEWEL POST OR WALL HANDGRIP 33. EXISTING LAMPHOLE TO REMAIN. ADJACENT WALLS TO BE MINIMUM INDOOR WATER USE (2022CGC §4.303) • - MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 GPM AT 60 PSI. 2019 CGC §4303.1.4.1 NEW CONSTRUCTION AND BE PROVIDED WITH BATTERY BACKUP. CROSS -SECTIONAL AREA OF TOP RAILI-1/2"MIN. TO2"MAY, 5-0"AWAY AS SHOWN AS RADIUS PER PUBLIC WORKS. MIN. 1-1/2" CLEAR BETWEEN RAIL AND WALL @ OPEN RAIL, SEE • THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL HAVE ALL 7. INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. OR PER FRAMING PLAN GUARDRAIL STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN REQUIRED STANDARDS LISTED ON THE PLANS;1.2 GPM FOR FAUCETS g 3" THRESHOLD AFTER FINISH MATERIAL • " GUARDRAIL @ 42" ABOVE FINISH FLOOR ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE 2022 CGC §43033 AND 1.8 GPM FOR SHOWERS. 2019 CGC §4303.13 AND 2019 CGC • -THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT BE MORE HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1-1/2" MIN. TO 2" §4303.1.4 THAN 7-1/2" LOWER THAN THE FLOOR LEVEL AT DOORS MAX BALUSTERS SPACING NOT TO EXCEED 4" O.C. • -BATHROOM EXHAUST FANS THAT ARE NOT OPERATING AS PART SWINGING AWAY FROM THE LANDING AND NOT MORE THAN 1" AT OF A WHOLE HOUSE FAN SHALL BE CONTROLLED BY A HUMIDITY THE DOORS SWINGING OVER A LANDING. CONTROL MEETING REQUIREMENTS OF CGC SECTION 4--MI.� BURLII`IGAME G.A G.B � ELEV. REF. ELEV. REF. C B A C A L,, I0 ,Z N, 1-6 28'-ll" 6'-6" 54'-8" 16'-9" / \ / / \ \ '-10" 18'-1" 2'-T 11' 6" T-5" 14' 3" 16'-11" 4'-T • `-•- . , /� 5'-8" / I 23'-3" 1'-6"GARAGE U 2-6 I 7-11 6-6 G 3 - -7 33 5'-0" RIADU$ 20.. aT scRM / H20� CONSOLE HEATPUMP 1 6V / _"FIRST ST YSETBACK -1 LO60 \ I DRYGOODS_j _�3 \ CSMNT I - I MqNLO� I + ! g l 3 R I 3 p �� o4 5 3 d. - �" TUDIO/LIVING ExPOsEDRWE TABLE 2'-6"X5'-0"CO ------- ------ =VOL - - - - - - - 3�x� - CSMNT. - w i P Y ��� ��� CLG=9'-0" �p ���.�� a I - �� BAT�H\ i / �\ UPCAB UPCAB CLOTHES l HEATPLMI/ _ �. SINK \ ;� �` FROM FRONT - - - - \ SHOWER 1 DN MICROWAVE 48"REFRIG. DRAWER 36"OVEN,42 HOOD L LOADER LOADER I 2' 0 3'-0" WASHER J L DRYER J \ 1 \ KITCHEN TABLE I MNT + 42" COUNTER w1 w _ I KITCHENETTE (N) 2'-6RT-0"FRNCH. DRTEMP.GLS i i �; CLG=9'-0" DI I42"XW M N NG ROO LAUND. W.I.C. CLG 9'-0" 3 CLG =8'-4" 30 FRIGSINK �.\ i APRON SINK I TRASH D.w. I �L FLOOR CLG =9' 0" ROOM X� Icy CLG=9' 0" /\ �.�' Lij 10'-0" C INTERIOR No ro cam+ G L L +36' ISLAND PWDR DRESSER J 0 F�22--fi6X4 U ELEV.REF. DBL. "G WINWW )�ASSTHREV�( g I CLG =9'-0" 8 6 SOFFFF CSMNT w G.2 � � p° L - J sINx D XI c4 z i KT. DR � I U BEDR ELEV. REF. Q 0 A4 3,_ 9' �" NO.1 Cs� GARAGE CLG =VOLUME a0 2'-OT CGHPSS.DR LG =9'-0" I 2OT�GLASS.DR FULL BED w IL U AREA DN I PATIO I O O 0 n + A4 ELEV. _ I I NCSMNT D)W � I Q ❑ 1� c cwj 8'-6"SOFFIT UNE 2F SECOND F122R I 2'-0" PK . 1 DRY - - x 4 F M `P ELEV. REF. A4 Cc 9R., I I TAI 4 3 OOM BATH >04 .A� LINEOFSECONIDFLCIO -4 I °� I I� CLG =9' 0" NO.1 _ Q CLG =9'-0" 2'-0 3' 0' 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 I FOYER I x MT G-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 *-AOPEN (N) 8'-0"X7'-0"GARAGE DRTEMP.GLS. TO ABV. `\ ! ! TEMP. 12 NO. DATE BY DESCRIPTION CONST. w/16"x3o°cABLEWINDowTEMP.GLs SHOWER I E ® 60 OPDITOABV. + I I REVISIONS - - - (: --- --- --- TT IS THE RESPONSIBILITY OF TI >E CONTRACTOR TO VERIFY ALL r UP STEP 10'-10" 8'-10" 9'-3" I I 4 q c' 4I FIELD CONDITIONS AND COMPARE G �� �� - - - - h�q ���? - - - - - - - - - - - THEM W M THE CONSTRUCTION �12'-0"SECONDSTORYSETB I �VITIES,MOR OMMISSSIIO SING 4 13 OR ANY OTM INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER 1 PROJECT NAME NEW RESIDENCE + DETACHED ADU O zT-6"SECOND STORY SETBACK FOR DN MRS. KIMBERLY WICKAM 1128 AVENUE LAME, o ~ I BURLING CALIFORNIA 94010 _ G.1 ELEV. REF. 0 1 ELEV. REF 10'-0" 6'-11" o � DRAWING TITLE I 2'�12" 2 2'�12" I FIRST LEVEL FLOOR PLAN 40 16'-10" U-11" 16'-11" 4`-7" 10" UATE ENGINEER. DRAWING NO. 40 54'-8" 2403 AART ASSINK SCALE: AS SHOWN JOB NO. A.1 DRAWN JFG BY: RELEASED TO DETACHED GARAGE/ADU FIRST LEVEL FLOOR PLAN SCALE I/4"_r_oR REVIEWED CONSTRUCTION ALLOWABLE FLOOR AREA RATIO RESIDENCE LOT COVERAGE BURLINGAME ALLOWABLE 32PERCENT XLOT AREA +900 S.F. CORNER EXISTINGLOTAREA 5,417 SQ.FT. Geurse Conceptual Desi ns, Inc. LOTS V MAXIMUM LOT COVERAGE: RESIDENCE: 32 PERCENT X 5,417 SQ. FT. =1,733 +900 = 2,633 SQ, FT. BUILDABLE FLOOR AREA. 5,417 SQ. FT. X 40 % = 2,166 SQ. FT. 405 Baijswater Ave. LOT COVERAGE PROPOSED = 2,047 S.F. Burlin8ame, California 94010 TOTAL FOR AREA RATIO RESIDENCE: tel: 650.703.6197 RESIDENCE =2,603 SQ.FT. email: 18eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE FLOOR AREA CALCULATION IMPERVIOUS SURFACE CALCULATION CITY OF BURLINGAME BUSINESS LIC E : GEUR CO CEPT AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 025 FIRST LEVEL FLOOR PLAN: 1,429 SQ.FT. DRIVEWAY, PATIO + WALKWAYS TO BE (PERMEABLE SURFACE BY SECOND LEVEL FLOOR PLAN: PAVERS) EXEMPT. SEE DETAIL 4, SHT. PW.3 1,174 SQ.FT. RESIDENCE + GARAGE/ADU+ PORCH = 2,052 S.F. STEPS AND LANDING =109 S.F. TOTAL FLOOR AREA TO FOR NEW RESIDENCE TOTAL IMPERVIOUS SURFACE = 2,161 S.F. DIVIDE BY LOT = 5,417 S.F. = 39.8% 2,603 SQ.FT. ALLOWABLE IMPERVIOUS SURFACE = LOT = 5,417 S.F. X 40 % = 2,166 S.F. DETACHED GARAGE FLOOR PLAN: 203 SQ.FT. PROJECT COMPLIES TO IMPERVIOUS TO PERVIOUS CALCS UNDER 40% DETACHED ADU FLOOR PLAN: 367 SQ.FT. • I/ M DIY BURLINGAME C A L I F O R N I A ill 11 • O ? DN— I � � C I I I i G - ' 0" /. I O L FSE ND R G=, O„ i R 11I I I I . 8 so l a d 0 O > • II L J FRIG SINK DN KT. I U w r O I GARAGE 65 SQ.FT. STEPS + LANDING 0 CLG=V � PATIO AREA DN -0TE�CH�P�.DR 0" H. DR - I I 8'- CO FL 0" T. DR — ryI; INE Fco FI. - � = 0" 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 — -- — — — — — - N 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PGO EN s I NO. DATE BY DESCRIPTION CONST. P O V I REVISIONS STEP I f� IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL �✓ FIELD CONDITIONS AND COMPARE O THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS 28 SQ.FT. COVERED PORCH OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME - • - 4 SQ.FT. STEPS +LANDING NEW RESIDENCE Fo DETACHED ADU DN MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE I BURLINGAME, CALIFORNIA 94010 DRAWING TITLE FIRST LEVEL FLOOR AREA CALCULATION PLAN DATE ENGINEER. DRAWING NO. 2403 AART ASSINK SCALE: AS SHOWNDRAWW JOB AISF N JFG BY: RELEASED TO DETACHED GARAGE/ADU FLOOR AREA CALCULATION FIRST LEVEL FLOOR AREA CALCULATION PLAN REVIEWED JFG CONSTRUCTION SCALE 1/4"=1'-0" BY: WALL LEGEND POLLUTANT CONTROL (2022 CGC §4.504) 1-HOUR FIRE RATED WALL BETWEEN GARAGE 1. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP AND LIVING SPACE OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS WILL BE PROVIDE 5/8" TYP "X" ONEHOUR FIRE RATED COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WALL PER CODE FOR REQUIRED SEPARATION TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS THAT MAY ENTER THE SYSTEM 2022 CGC §4.504.1 BETWEEN GARAGE AND LIVING SPACE SHOWN DASIIFJ) 2. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. 2022CGC §4.504.2.1 NOTE EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT 3. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2022 CGC §4.504.2.2 OUT OF ONE -HOUR FIRE RATED CONSTRUCTION (2022 CBC, TABLE 602. 4. AEROSOL PAINTS AND COATINGS WILL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 2022 CGC §4.504.23 5. DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS. 2022 CGC §4.504.2.4 EXTERIOR WALL 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH 5. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT REQUIREMENTS. 2022 CGC §4.5043 BATTEN BOARD SIDING WITH BATTENS 16" O.C. O/ TYVEX O/ PLYWOOD. MINIMUM R-15 6. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING INSULATION PER TITLE 24 WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2022 CGC §4.504.4 INTERIORWALL. 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR THARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS GYPSUM SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. 2022 CGC §4.504.5 EXTERIOR WALL 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL ONLY WITH STONE VENEER O/ SCRATCH COAT CEMENT PLASTER O/ LATH O/ 2 LAYERS OF GRADE D' BUILD. PAPER OR TYVEX O/ PLYWOOD. INDOOR WA T ER USE (2022CGC §4.305) STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE 2022 CGC §43033 IGA 1G.B 1G.0 6'-6" IT WINDOW GLS. IT WINDOW GLS 0 1. KITCHEN NOTES • -MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE 1.8 GPM, AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT MUST DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM 2022 CGC §4303.1.4.4 ALL KITCHEN CABINETRY, APPLIANCES BY BY OTHERS. DESIGNED AND CHOSEN BY OWNER CONTRACTOR INSTALLED. 2. COUNTER/CABINETS/FINISH MATERIAL AND STYLE AS SHOWN BY OTHERS. CONTRACTOR INSTALLED 3. BUILD OUT WALL TO 3-1/2" PER ELEVATIONS. 4. LINE OF SOFFIT OR CLIPPED CEILING, TYPICAL @ &V 5. BATHROOM NOTES • -MECHANICAL VENTILATION @ BATHROOM BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT. IN LIEU OF EXTERIOR OPENINGS PROVIDE A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5/AIR CHANGES/HR • -ACCESS TO TOILETS 30" CLEAR WIDTH 24" CLEAR IN FRONT. • -PLUMBING WALL PROVIDE 2 X 6" STUD WALL BEHIND PLUMBING FIXTURES. • -THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT EXCEED 1.28 GAL / FLUSH. 2022CGC §4303.1.1 • -FOR DUAL FLUSH TOILETS AVERAGE TWO REDUCED FLUSHES WITH ONE FULL FLUSH. • -THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED 0.125 GAL / FLUSH. 2022 CGC §4303.1.2 • 4) MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM, AT 80 PSI. 2022 CGC §4303.13 • - MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 GPM, AT 60 PSI. 2019 CGC §4303.1.4.1 • -THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL HAVE ALL REQUIRED STANDARDS LISTED ON THE PLANS;1.2 GPM FOR FAUCETS AND 1.8 GPM FOR SHOWERS. 2019 CGC §4303.13 AND 2019 CGC §4303.1.4 • -BATHROOM EXHAUST FANS THAT ARE NOT OPERATING AS PART OF A WHOLE HOUSE FAN SHALL BE CONTROLLED BY A HUMIDITY CONTROL MEETING REQUIREMENTS OF CGC SECTION 4.506.1. 19'-0" 5. BATHROOM NOTES CONTINUED • -BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WTIH A NONABSORBENT FINISH. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2. TILE WALLS TO UNDERSIDE OF CEILING • -FOR GYPSUM BOARD USED AS THE BACKER OR BASE FOR CERAMIC TILES OR OTHER NON -ABSORBENT FINISH MATERIALS, PROVIDE FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER -REINFORCED GYPSUM BACKERS SUCH AS WONDER -BOARD, HARDI-BACKER, DENS SHIELD OR EQUIVALENT. NOTE REQUIREMENT ON PLANS. CRC SECTION R702.4.2. 6. BEDROOM NOTES • -WINDOWS AT BEDROOMS (EGRESS} • MIN. CLR OPENING, 5.7 SQ. FT. • MIN. CLR HEIGHT. 24" • MIN. CLR WIDTH, 20" • FINISHED SILL HEIGHT TO BE NOT MORE THAN 44" ABOVE FINISHED FLOOR • ✓ LIGHT AND VENTILATION @ BEDROOMS: NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING WITH AN AREA OF NOT LESS THAN 1/10 OF THE FLOOR AREA (MIN.10 SQ. FT.) NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT.) • "SMOKE DETECTORS: REQUIRED IN EACH ROOM USED FOR SLEEPING AND CENTRALLY LOCATED IN THE WALL OR CEILING NCORRIDORS PROVIDING ACCESS TO EACH SLEEPING AREA, AT EACH FLOOR OR BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY. SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL AREAS OF THE BUILDING OR BE INTERCONNECTED.SMOKE DETECTOR SHALL BE CONNECTED TO THE BUILDING WIRING SYSTEM IN ALL NEW CONSTRUCTION AND BE PROVIDED WITH BATTERY BACKUP. 7. INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. OR PER FRAMING PLAN 8.3" THRESHOLD AFTER FINISH MATERIAL. • -THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT BE MORE THAN 7-1/2" LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING AWAY FROM THE LANDING AND NOT MORE THAN 1" AT THE DOORS SWINGING OVER A LANDING. 54'-8" D) (C �6-4" 9. TEMPERED GLASS SHOWER ENCLOSURE 10. SHELF PLATFORM 11. ALL DOORS AT 8'-0" HIGH TYP. 12. NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHING MACHINE CPC SECTION 807.4. 13. POLE AND SHELF. 14. 30" X 30" ACCESS PANEL 15. FIREPLACE NOTES • PREFAB ELECTRIC METAL FIREPLACE MANUFAC: CONSULT OWNER ON DESIGN MODEL: TBD. VERIFY FOUNDATION WITH MODEL TEMPERED GLASS DOORS INSTALLED PER MANUFAC. SPECS. CONSULT OWNER ON DESIGN • NON-COMBUSTIBLE HEARTH • :CONTRACTOR TO VERIFY WITH MANUFAC; SPEC. FOR ALL REQ. ROUGH OPENING FOR UNIT PRIOR FRAMING. • -ANY GAS FIREPLACES SHALL BE A DIRECT-VENSEALED-COMBUSTIBLE TYPE • -ANY WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE 11 EMISSION LIMITS PER CGC 4503.1 AND PER CODE SECTION 4.503.1 17. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED CONSTRUCTION(2022 Geurse Conceptual Desi8ns, Inc. CBC, TABLE 602. (SHOWN DASHED DOT) 18. NEW HARDWOOD FLOORING THROUGHOUT ENTIRE RESIDENCE FIRST AND SECOND FLOOR EXCEPT BATHROOMS WHICH SHALL BE OF STONE 405 Ba OR TILE MATERIAL yswater Ave. Burlingame, California 94010 19. DECORATIVE CONCRETE SWOOPS tel: 650.703.6197 20.36" DEEP " MIN. LANDING. 1 6 email: jgeurse@g>nail.com 21. NEW LOW PROFILE OPERABLE SKYLIGHT. SIGNATURE BOX: ) TEMPERED GLASS. TYP. NAME JESSE GEURSE 22. RANGE/COOKTOP - DEDICATED 208/240V, 50A CAPACITY RECEPTACLE WITHIN 3 FEET I L��L' 24. NO GAS TO BE PROVIDED FOR DRYER 25. 1-HOUR FIRE RATED WALL AT STAIRCASE WALLS AND INTERIOR CEILINGS PROVIDE 5/8" TYP"" ONEHOUR FIRE RATED WALL PER CODE FOR REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOWN DASHED. PROVIDE AT CELING ABOVE ALL LIVING SPACE 26. DECORATIVE WROUGHT IRON PLANTER BOX 27.10" SQUARE COLUMNS 28.36" DEEP " MIN. LANDING. 29. +26" DECORATIVE WROUGHT IRON RAILING. 30. LINE OF CLIPPED CEILING. SEE SECTION 16. STAIRCASE NOTES 31. ALL DOORS AT SECOND LEVEL T-0" HIGH • "STAIRWAY: PROVIDE 1 LAYER 5/8" TYPE 'X" G.W.B. AT ALL WALLS AND SOFFIT 32. HANDRAIL 034" TO 38" ABOVE TREAD NOSING. FOR ENCLOSED USEABLE SPACE BENEATH STAIRWAY. ONE RAIL TO EXTEND 6" BEYOND TOP AND BOTTOM RISER, AND • -TOP OF RAIL 034" TO 38" ABOVE,TREAD NOSING. SHALL TERMINATE IN A NEWEL POST OR WALL HANDGRIP ONE RAIL TO EXTEND 6" BEYOND TOP AND BOTTOM RISER, AND CROSS -SECTIONAL AREA OF TOP RAIL 1-1/2" MIN. TO 2" MAX SHALL TERMINATE IN A NEWEL POST OR WALL HANDGRIP 33. EXISTING LAMPHOLE TO REMAIN. ADJACENT WALLS TO BE MINIMUM CROSS -SECTIONAL AREA OF TOP RAIL 1-1/2" MIN. TO 2" MAX 5-0" AWAY AS SHOWN AS RADIUS PER PUBLIC WORKS. MIN. 1-1/2" CLEAR BETWEEN RAIL AND WALL @ OPEN RAIL, SEE GUARDRAIL • " GUARDRAIL @ 42" ABOVE FINISH FLOOR HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1-1/2" MIN. TO 2" MAX BALUSTERS SPACING NOT TO EXCEED 4" O.C. B) (A 16'-11" 4'-T CITY OF BURLINGAMEBUSINESS NO.22811, EXPIRATION DATE 06, • i BURLINGAME C A L I F U R N 1 n DESIGNS, INC. U 7-24-2024 JFG I PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE TFIEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW RESIDENCE + DETACHED ADU FOR MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 DATE 2403 JOB NO. DRAWN JFG BY: DRAWING TITLE SECOND LEVEL FLOOR PLAN ENGINEER. I DRAWING NO. AART ASSINK SCALE: AS SHOWN RELEASED TO CONSTRUCTION A.2 SECOND LEVEL FLOOR PLAN SCALE 1/4"-1'-0" REVIEWED BY. JFG ALLOWABLE FLOOR AREA RATIO RESIDENCE LOT COVERAGE BURLINGAME ALLOWABLE 32PERCENT XLOT AREA +900 S.F. CORNER LOTS EXISTINGLOTAREA 5,417 SQ. FT. Geurse Conceptual Desi ns, Inc. V MAXIMUM LOT COVERAGE: RESIDENCE: 32 PERCENT X 5,417 SQ. FT. =1,733 +900 = 2,633 SQ, FT. BUILDABLE FLOOR AREA. 5,417 SQ. FT. X 40 % = 2,166 SQ. FT. 405 Baijswater Ave. TOTAL FOR AREA RATIO RESIDENCE: LOT COVERAGE PROPOSED = 2,047 S.F. Burlin8ame, California 94010 tel: 650.703.6197 RESIDENCE =2,603 SQ. FT. email: 18eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE FLOOR AREA CALCULATION IMPERVIOUS SURFACE CALCULATION CITY OF BURLINGAME BUSINESS LIC E : GEUR CO CEPT AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 025 FIRST LEVEL FLOOR PLAN: DRIVEWAY, PATIO + WALKWAYS TO BE (PERMEABLE SURFACE BY 1,429 SQ.FT. SECOND LEVEL FLOOR PLAN: PAVERS) EXEMPT. SEE DETAIL 4, SHT. PW.3 1,174 SQ.FT. RESIDENCE + GARAGE/ADU+ PORCH = 2,052 S.F. STEPS AND LANDING =109 S.F. TOTAL FLOOR AREA TO FOR NEW RESIDENCE TOTAL IMPERVIOUS SURFACE = 2,161 S.F. DIVIDE BY LOT = 5,417 S.F. = 39.8% 2,603 SQ.FT. ALLOWABLE IMPERVIOUS SURFACE = LOT = 5,417 S.F. X 40 % = 2,166 S.F. DETACHED GARAGE FLOOR PLAN: 203 SQ.FT. PROJECT COMPLIES TO IMPERVIOUS TO PERVIOUS CALCS UNDER 40% DETACHED ADU FLOOR PLAN: 367 SQ.FT. • I/ M DIY BURLINGAME C A L I F O R N I A ill 11 • ROOF BELOW I i i \ \ i B I i LG O i B L VO i G „ 0„ G - OL ROOF BELOW A � C =V 2 I 0 L� ® D __ o LG O 7-24-2024 JFG PLANNING DESIGN COMMENTS-PGI OP _IYEL OP TO O 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PGO NO. DATE BY DESCRIPTION CONST. ROOF BELOW REVISIONS NSPI ® — — ® - - IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL. IMMEDIATELY BE REPORTED TO THE DESIGNER O PROJECT NAME NEW RESIDENCE + DETACHED ADU FOR MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE SECOND LEVEL FLOOR AREA CALCULATION PLAN DATE ENGINEER. DRAWING NO. 2403 JOB NO AART ASSINK Ao2-sF SCALE: AS SHOWN DRAWN JFG BY` RELEASED TO SECOND LEVEL FLOOR AREA CALCULATION PLANSCALE 1/4' =I -O REVIEWED BY: JFG CONSTRUCTION ATTIC VENTILATION CALC. ROOF PLAN KEYNOTES 1 Gears � Conceptual DeS1811S, I11C. NOTE ALL ROOF INSULATION SHALL BE CLOSED CELL SPRAY FOAM INSULATION. NO ROOF VENTS REQUIRED. 1. ASPHALT- 80 COMP. SHINGLES- CLASS W RATING O/ 2 LAYERS OF 15# FELT OR 1LAYER OF30#FELT. 2. GUTTERS: SIZE: 5" OG - DOWNSPOUT: 4" SQ. TIE INTO DRAINAGE LINE TO DAYLIGHT THROUGH STREET CURB. CONSULT. PUBLIC WORKS FOR ALL REQUIRED PERMITS FOR WORK WITHIN CITY RIGHT OF WAY. rAve. 405B,94010 Burling6aammee, CaliforniaC te1:650.703.6197 lim 3. DOWNSPOUT LOCATION. SEE SITE PLAN email: jgeurse@gmail.com 4. ROOF FLASHING 24 GA G.I. FLASHING AT ALL ROOF 24 GA G.I. FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. SIGNATURE BOX: 5. LINE OF WALL BELOW SAVE AND RAKE. NAME JESSE GEURSE aL 6. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. SEE TITLE 24 REPORT AND SHEET T.0 NO: 22811, EXPERAEON DATE 06/30/ 025 • i GA G.B 3 2 4 5 1 G.0 2 1 3 F E D C B A BURLINGAME C A L I F U R N 1 n 11 / G = 3" o O/H � O 3 2 s i RIDGE PITCH BREAK un __F O a J, RIDGE 3 ----- Igo I o I - -----L-------�--I F T A I I L-----------------J 2 ROOF BELOW a 1 ----- I ----- --- ----�- T - I - 5 0 2" O/H 2 3 i I i SOLAR PANEL SOLAR PANEL SOLAR PANEL SOLAR PANEL I 3 0 1'�4" 1' 6" 11" TO GUTTER 2 3 I I I RIDGE SOLAR PANEL SOLAR SOLAR SOLAR SOLAR PANEL PANEL PANEL PANEL RIDGE I I 2 i SLOPE ROOF BELOW 0 0 Q I I 5 1412 SLOPES 1412 ~SLOPE I r---, C C 1w ��0 IV) 1 w 10 I I I I 4 0 2 3 - 2 i i i L---J ------------------ cq I w O ROOF BELOW I I w 16 :12 SLOPEe 16 :12_ SLOPE I I I I I I I 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 G-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS 3 2 L — — — — — — 3 — — - — L---- — — — _16.12 U SLOPES Q ----- - - - - - - - I 2 2 I I - - - 3 - - - - - 2 1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS TIVMES, ERRORS, OMMISSSIIOING S OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. r G PROJECT NAME NEW RESIDENCE + DETACHED ADU FOR MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAMF CALIFORNIA 94010 DRAWING TITLE ROOF LEVEL PLANS DATE ENGINEER. DRAWING NO. 2403 JOB NO. AART ASSINK A.5 SCALE: AS SHOWN DRAWN JFG BY: REVIEWED . JFG RELEASED TO CONSTRUCTION GARAGE,-ADU ROOF PLAN ROOF PLAN SCALE I/4"=1'_0" ELEVATION —KEYNOTES G 5 4 CJ ( 1 1. ASPHALT ROOFING-CLASS:'B' 9. THIN SET STONE VENEER • -MANUFACTURER GAF, TIMBERLINE •-PRODUCT:HDZ BARKWOOD LAMINATED HIGH DEFINITION ASPHALT • -SIZE 2" THINK PANEL VENEER • -MATERIAL: CANYON CREEK Geurse Conceptual Desi8ns, lnc. SHINGLES • -COLOR CANYON CREEK • STYLE HIGH DIMENSIONAL • -MANUFACTURER PENINSULA BUILDING • --COLOR. BLACK/GRAY MIXTURE MATERWI, CO. TEL 050) 365-8500 405 Bayswater Ave. 109 SEAPORT BLVD. Burlingame, California 94010 2. EXTERIOR FINISH: REDWOOD CITY tel: 650.703.6197 -BATTEN AND BOARD OVER TYVEX OVER PLYWOOD CA 94063 email: jgeurse@givail.com SPACING: BATTENS AT 16" O.C. ~TEXTURE: SMOOTH 10. ALUMINUM CLAD GARAGE DOOR DESIGN PER SIGNATURE BOX COLOR TBD ELEVATIONS NAME JESSE GEURSE AT L RIDGE = MAXIMUM RIDGE HEIGHT AT.C.=45.22' OVERALL RIDGE HEIGHT=45.18' PAINT MANUFAC; TBD. • -TEXTURE SMOOTH • -SIZE W SQUARE WITH BASE AND CAP • -MATERIAL: PARTICLE WOOD COMPOSITE ' epVER • -COLOR SMOKY WHITE (BWC-13) . COLOR SMOKY WHITE (BWC-13) • -PAINT MANUFAC; BEHR OR EQUAL . -PAINT MANUFAC; BEHR OR EQUAL CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. 12 11. SOLID WOOD/VERTICAL PANEL ENTRY DOOR NO: 22811, EXPIRATION DATE OG/30/ 025 I 7� 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL • -��1 WOOD/VERTICAL PANEL • �MATERIAL:METAL •-FINISI-I: KYNAR • COLOR?(?) • STYLE AS SHOWN • ~PAINT MANUFAC; BEHR OR EQUAL • -COLOR DARK GRAY II • CORBEL: DECORATIVE PER DETAIL 12. DECORATIVE ALUMINUM WINDOW SPACER \ II I I 4. FACIA, E AVE AND RAKE WfTH EXPOSED RAFTER TIPS zTT.O. DBL PLATE_ _ _ T.O. DOORS +WINDOWS - DECLINING HEIGHT DEPARTURE i DECLINING HEIGHT DEPAR _ _T.O. DBL PLATE T.O. DOORS +WINDOWS - � SIZE SAVE 2X6 WITH TRIM PIECEPERDETAIL • SIZE RAKE 2X8 WITH TRIM PIECE PER DETAIL . -MATERIAL: WOOD, • COLOR DARK GRAY 13. DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITH 2 X WATER TABLE COLOR TBD � • -PAINT MANUFAC; BEHR OR EQUAL 14. DUETOTHECONSTRUCTIONOFTHEADUAND/OR / \ GARAGE UP AGAINST THE REAR AND/OR SIDE PROPERTY 00 0 /' ` \ lc? 00 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER. LINEN, A CONSTRUCTION STRING LINE R EPRESENTING THE PROPERTY LINE SHALL BE ESTABLISHED DURING THE FINAL PUBLIC WORKS INSPECTION TO CONFIRM NO / \ G.-TRIM HEAD AND JAMB SURROUND: ENCROACHMENTS EXIST. o ' 12 3 _ , -SIZE 17X 3-1/2" -CAP SIZE 1" X 2" WITH METAL DRIP 15. PROVIDE R-15INSULATION IN NEW EXTERIOR WALLS ECOND LEVEL FIN. FLR _ /' , , , - _ SECOND LEVEL FIN. ^ c' • SILL SIZE 1" X 2"SILL WITH 1" X 4"APRON 16. PROVIDE R�30INSULATION IN NEW ROOF ( SPRAY T.O. DBL PLATE- T.O. DOORS +WINDOWS _ , - - ' � � / I _ _ _T.O. DBL. PLATE _ T.O. DOORS +WINDOWS • STYLE TRADITIONAL . COLOR DARK GRAY • -PAINT MANUFAC; BEHR ORE EQUAL FOAM INSULATION) PROVIDE R-19INSULATION IN NEW FLOOR 17. PROVIDE EXTERIOR DOORS AND WINDOWS: • EXTERIOR ALUM CLAD. COLOR DARK GRAY 18. PROVIDE R-38INSULATION IN NEW ROOF ( SPRAY • -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED FOAM INSULATION) • I o • INTERIOR PRIMED, PAINT READY. 16. DECORATIVE EAVE EXTENSION FOR VISUAL SYMMETRY o o I I I I o • -DOOR AND WINDOW REP: I I DOOR AND WINDOWS TO BE MANUFAC, BY MARVIN, INTEGRITY OR EQUAL B U R L I 1`I G A M E o o I o0 • -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. A " �` IN I I I I I II � • �;� I I 7. GUTTERS AND DOWNSPOUTS I °' T LEVEL FIN. FLR 19.25' I FIRST LEVEL FIN. FLR 19.25' • -MATERIAL: GALVANIZED • • COLOR GRANT GRAY (I-IDGAC✓19) • ` - - I • -PAINT MANUFAC; BEHR OR EQUAL • . • -SIZE OF GUTTER 5" DECORATIVE O.G. N.G.=17.43' • -SIZE OF DOWNSPOUT: 4" DIA. AVERAGE NAT. GRADE=16.04' N.G.=17.21' AVERAGE NAT. GRADE=16.02' _ AVERAGE TOP OF CURB=15.22' - - - - - 8. WOOD TRIM BOARD HEADER +JAMB • -SIZE:IX8 • --COLOR GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEFIR OR EQUAL 2-LEFTSIDE ELEVATION (WEST) SCALE 1/4"=1'r0" GA G.B G.0 F E D C B A 0 0 0 0 II 1 I I 9 GO Q I I I I I I OVERALL RIIDGE I I 7-24-2024 JFG PLANNING DESIGN C0M1v1[ENTS-PC-1 / \ 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. 12 12 r LLL ` 55 REVISIONS 14 r I r 2 \ � \ r / \ ITIS TI-IE RESPONSIBILITY OF TI-IE ' CONTRACTOR TO VERIFY ALL \1 FIELD CONDITIONS AND COMPARE G T.O. DBL PLATE I I 121—_ _ TFIEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING STENCIES o T.O. DOOR _ _ _ — — — 12 6 OR ANY OTHER INCONS DISCOVERED SHALL IMMEDIATELY _ — AL BE REPORTED TO THE DESIGNER❑ 16 ❑ ❑LFT — — I li 11 PROJECT NAME c�i I - - ALTERATIONS TO THE RESIDENCE 00 0 10 for - - MR. + MRS. CHEN - _ 2 380 ASHTON AVENUE - - MILLBRAE, CALIFORNIA 94030 it A A A A A A A 13 SLAB ON GRADE I DRAWING TITLE NAT. GRADE EXTERIOR ELEVATIONS _ — N.G.=1751' DATE ENGINEER DRAWING NO. 2404 SCALE AS SHOWN 14 JOB NO. A.4 DRAWN JFG BY RELEASED TO G.1-FRONT ELEVATION VIEW GARAGE-ADU FROM LAGUNA AVENUE (SOUTH) 1-FRONT ELEVATION VIEW FROM LAGUNA AVENUE (SOUTH) nlvmvv D CONSTRUCTION SCALE 1/4"=1'_0,, BY: JFG 1 2 3 4 5 G ELEVATION —KEYNOTES 1. ASPHALT ROOFING -CLASS: B' 9. THIN SET STONE VENEER • -MANUFACTURER GAF, TIMBERLINE • -SIZE 2" TEI NK PANEL VENEER • -PRODUCT..HDZ BARKWOOD LAMINATED HIGH DEFINITION ASPHALT • -MATERIAL CANYONCREEK SHINGLES • -COLOR CANYON CREEK • STYLE HIGH DIMENSIONAL • -MANUFACTURER PENINSULA BUILDING • -COLOR BLACK/GRAY MIXTURE MATERIAL, CO. TEL (650) 365-8500 Geurse Conceptual Desi8ns, lnc. 405 Bayswater Ave. 109 SEAPORT BLVD. Burlingame, California 94010 2 -BATTEN AND BOARD OVER TYVEXOVER PLYWOOD REDWOOD CITY CA94063 tel: 650.703.6197 email: jgeurse@gmail.com SPACING: BATTENS AT 16" O.C. VERALL RIDGE HEIGHT=45.85' - - IF i - - - - - - MAXIMUM RIDGE HEIGHT AT.C.=45.22' - - - - - - - - - - - - � i - - - _ � �VII�.LRIbGE�I�-T=45a TEXTURE SMOOTH COLOR TBD PAINT MANUFAC; TBD. • TEXTURE SMOOTH •---COLORSMOKYWHTTE (BWC-13) • -PAINT MANUFAC; BEHR OR EQUAL 10. ALUMINUM CLAD GARAGE DOOR DESIGN PER ELEVATIONS • -SIZE 14" SQUARE WITH BASE AND CAP • -MATERIAL: PARTICLE WOOD COMPOSITE • COLOR SMOKY WHITE (BWC-13) • -PAINT MANUFAC; BEHR OR EQUAL SIGNATURE BOX: NAME: JESSE GEURSE ' CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. 1 II 12 ` 7 1S II II__00 O o Il. SOLID WOOD/VERTICAL PANEL ENTRY DOOR 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL . -MATERIALS WOOD/VERTICAL PANEL : -MATERIAL-METAL • -COLOR?(?) �FIINISH KYNAR • -PAINT MANUFAC; BEHR OR EQUAL • -STYLE AS SHOWN -COLOR DARK GRAY • CORBEL: DECORATIVE PER DETAIL 12. DECORATIVE ALUMINUM WINDOW SPACER NO 22811, EXPIRATION DATE OG/30 025 ECLINING HEIGHT DEPARTURE -AVT.O. I T I I I I I I I I I 1 I I I I _ DECLINING HEIGHT DEPARTURE 1 - 1 1 _ _T.O. DBL. PLATE DOORS + WINDOWS � 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS • -SIZE SAVE 2X6 WITH TRIM PIECE PER DETAIL • -SIZE RAKE 2X8 WITH TRIM PIECE PER DETAIL •MATERIAL: WOOD •COLOR DARK GRAY • PAINT MANUFAC; BEHR OR EQUAL 13. DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITI-I 2 X WATER TABLE -COLOR:-TBD 14. DUE TOTHE CONSTRUCTION OFTHE ADUAND/OR T.O. DBL PLATE @ ENTRY GABLE j b o o ti aO 5. ILLUMIINATED ADDRESS BY EXTERIOR LANTERN ON TIMER GARAGE UP AGAINST THE REAR AND/OR SIDE PROPERTY LINEN, A CONSTRUCTION STRING LINE R EPRESENTING THE PROPERTY LINE SHALL BE ESTABLISHED DURING THE FINAL � o ECOND LEVEL FIN. FLR Q�10. DBL PLATE- _ T.O. DOORS +WINDOWS o o o O� � - _ I Wz O CN 0KAhLI I I 1 j 1 I I 1 I I II 1 � I I j 1 a 1 I I II I I I 1 1 1 \ \ \ \ ' I I I j I 3 _ _ _ 6 I OI 2 SECOND LEVEL FIN. c�' _ _T.O. DBL PLATE T.O. DOORS + W_INDOWS� o o PUBLIC WORKS INSPECTION TO CONFIRM NO 6.-TRIM HEAD AND JAMB SURROUND: ENCROACHMENTS EXIST. -SIZE.1'x 3-1/2" • -CAP SIZE. I" X 2" WITH METAL DRIP 15. PROVIDE R-15INSULATION IN NEW EXTERIOR WALLS • SILL SIZE 1" X 2"SILL WITH 1" X 4" APRON 16. PROVIDE R-30INSULATION IN NEW ROOF (SPRAY • STYLE TRADITIONAL• -COLOR: DARK GRAY FOAM I NSULATION) • -PAINT MANUFAC; BEHR OR E (aU� 17. PROVIDE R-19INSULATION IN NEW FLOOR EXTERIOR DOORS AND WINDOWS: FOAM IIVIDE R-38I 18. PROVIDE R-38INSULATION IN NEW ROOF (SPRAY • -EXTERIOR ALUM CLAD. COLOR DARK GRAY • -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED • -INTERIOR PRIMED, PAINT READY. 16. DECORATIVE SAVE EXTENSION FOR VISUAL SYMMETRY • -DOOR AND WINDOW REP: DOOR AND WINDOWS TO BE MANUFAC; 17. (SOLAR POWER PANELS) BY SOLAR POWER BY MARVIN, INTEGRITY OR EQUAL COMPANY. • -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. SEE TITLE 24 REPORT AND SHEET T.0 :. GUTTERSTAND DOWNSPOUTS B U R L I N G A M E CA L I F U RN I n I FIRST LEVEL FIN. RR 19.25' I .��c•, AVERAGE NAT. GRADE=16.02' N.G. 17.51' F-- -j I I= T Il— I 1 � 1 N.G. 17.02' I 13 _ FIRST LEVEL FIN. FLR 19.25' I ��c� AVERAGE NAT. GRADE=16.04' - AVERAGE TOP OF CURB=15.22' - - - - - � ERIAL ZED • -COLOR GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL • SIZE OF GUTTER 5" DECORATIVE O.G. • -SIZE OF DOWNSPOUT. 4" DIA. 8. WOOD TRIM BOARD I-IEADER +JAMB • _ _ a • SIZE IX8 • --COLOR, GRANT GRAY (HDGAC-19) • -PAINT MANUFAC; BEHR OR EQUAL 4—LEFTSIDE ELEVATION VIEW FROM LINCOLN AVENUE (EAST) SCALE 1/4"=11-0" A B C D E F G.0 G.B GA 0 17 'i i i i i i i 0 0 r l 17 0 L J I I I II II I I 1 I I I I I I 12 1 5.5/ j 1 I 1 I I I I I 1 I 1 I I I I 1 I 1 I _ I I 16 1 1 \ \ j � OVERALLRUDGEs OVERALL RUDGE 12 12 , \ T.O. DBL PLATE - - I T.O. DOOR 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF TFIE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH TFIE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SI-TALL IMMEDIATELY BE REPORTED TO THE DESIGNER _7' G 1 1 1 1 1 I I 1 1 1 I I 1 1 I l °° O � N R PROJECT NAME ALTERATIONS TO THE RESIDENCE for MR. + MRS. CHEN 380 ASHTON AVENUE 1 1 1 1 1 I I I MILLBRAE, CALIFORNIA 94030 DRAWING TITLE 1 SLAB ON GRADE IL NAT. GRADE EXTERIOR ELEVATIONS N.G.=1751' DATE ENGINEER. DRAWING NO. 14 JOB NO. 2404 A.5 SCALE AS SHOWN DRAWN JFG BY: REVIEWED BY: JFG RELEASED TO CONSTRUCTION 3—REAR ELEVATION VIEW (NORTH) G.3—REAR ELEVATION VIEW GARAGE-ADU (NORTH) SCALE 1/4"=1'_0,, ELEVATION —KEYNOTES 1. ASPHALT ROOFING -CLASS: B` 9. THIN SET STONE VENEER • -MANUFACTURER GAF, TIMBERLINE •-PRODUCT.HDZ BARKWOODLAMIINATEDHIGH DEFINITION ASPHALT • -SIZE 2" THINK PANEL VENEER -MATERIAL: CANYON CREEK Geurse Conceptual Desi8lls, lnc. SHINGLES • —COLOR CANYON CREEK • —STYLE HIGH DIMENSIONAL • —MANUFACTURER PENINSULA BUILDING • —COLOR BLACK/GRAY MIXTURE MATERIAL CO. TEL (650) 365-8500 405 Bayswater Ave. 109 SEAPORT BLVD. Burlingame, California 94010 2. EXTERIOR FINISH: —BATTEN AND BOARD OVER TYVEXOVER PLYWOOD REDWOOD CITY CA94063 tel: 650.703.6197 email: jgeurse@gmail.com SPACING BATTENS AT 16" O.C. TEXTURE SMOOTH 10. ALUMINUM CLAD GARAGE DOOR DESIGN PER SIGNATURE BOX: COLOR TBD PAINT MANUFAC; TBD. • -TEXTURE SMOOTH • -COLOR SMOKY WHITE (BWC43) • -PAINT MANUFAC; BEHR OR EQUAL ELEVATIONS • -SIZE 14" SQUARE WITH BASE AND CAP • -MATERIAL: PARTICLE WOOD COMPOSITE • COLOR SMOKY WHITE (BWC-13) • -PAINT MANUFAC; BEHR OR EQUAL NAMEJESSE GEURSE CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. 3. DECORATIVE SHED ROOF WITH STANDING SEAM ROOF MATERIAL • -MATERIAL METAL • -FINISH:- KYNAR • _STYLE: AS SHOWN 11. SOLID WOOD/VERTICAL PANEL ENTRY DOOR . -MATERIALS WOODAERTICAL PANEL • -COLOR?(?) • -PAINT MANUFAC; BEHR OR EQUAL NO: 22811, EXPIRATION DATE 06/30/ 025 • -COLOR DARK GRAY • -CORBEL: DECORATIVE PER DETAIL 12. DECORATIVE ALUMINUM WINDOW SPACER 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS • SIZE: SAVE 2X6 WITH TRIM PIECE PER DETAIL • --SIZE RAKE 2X8 WITH TRIM PIECE PER DETAIL • MATERIAL: WOOD, • -COLOR DARK GRAY 13. DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITH 2 X WATER TABLE COLOR TBD • -PAINT MANUFAC; BEFIR OR EQUAL 14. DUE TO THE CONSTRUCTION OF THE ADU AND/OR GARAGE UP AGAINST THE REAR AND/OR SIDE PROPERTY 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER. LINEN, A CONSTRUCTION STRING LINER EPRESENTING THE PROPERTY LINE SHALL BE ESTABLISHED DURING THE FINAL PUBLIC WORKS INSPECTION TO CONFIRM NO 6.-TRIM HEAD AND JAMB SURROUND: ENCROACHMENTS EXIST. • _SIZE 1' X 3-1/2" • CAP SIZE 1" X 2" WITH METAL DRIP 15. PROVIDE R-15INSULATION IN NEW EXTERIOR WALLS • -SILL SIZE 1" X 2" SILLWITH 1" X 4" APRON • --STYLE TRADITIONAL • COLOR DARK GRAY • --PAINT MANUFAC; BEHR OR EQUAL 16. PROVIDE R-30INSULATION IN NEW ROOF ( SPRAY FOAM INSULATION) 17. PROVIDE R49INSULATION IN NEW FLOOR EXTERIOR DOORS AND WINDOWS: I& PROVIDE R�38INSULATION IN NEW ROOF ( SPRAY • -EXTERIOR: ALUM CLAD. COLOR DARK GRAY FOAM I NSULATION) • -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED • INTERIOR PRIMED, PAINT READY, 16. DECORATIVE SAVE EXTENSION FOR VISUAL SYMMETRY • --DOOR AND WINDOW REP: DOOR AND WINDOWS TO BE MANUFAC; BY MARVIN, INTEGRITY OR EQUAL • -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. CO 1 POWER PANELS) BY SOLAR POWER SEE TITLE 24 REPORT AND SHEET T.0 BURLINGAME A �, � �Z N 7. GUTTERS AND DOWNSPOUTS • -MATERIAL: GALVANIZED ' • COLOR GRANT GRAY (HIK-AC19) • _ _ • -PAINT MANUFAC; BEHR OR EQUAL � a • -SIZE OF GUTTER 5" DECORATIVE O.G. • -SIZE OF DOWN SPOUT: 4" DLk 8. WOOD TRIM BOARD HEADER + JAMB • SIZE IX8 • _-COLOR. GRANT GRAY (HDC-AC-19) • -PAINT MANUFAC; BEHR OR EQUAL (G.3 G.2 G.1(G.1)(G.2 G.3 0 0 0 0 0 0 0 0 0 0 OVERALL RIIDGE r 12 12, r iL Liu iLtr 16 I / LLLLUr i 0000' LLLLLLMr r ^ \ OVERALL RIIDGE ` 12 ,12 T.O. WINDOW no i r \ r I T.O. DBL. PLATE \ 16 T.O. DOOR 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES '_ G - — W o DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER a 60NEW p 00FOR PROJECTN_ RESIDENCE + DETACHED AD W U MRS. KIMBERLY WICKAM 1128 LINCOLN AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE I I I I I SLAB ON GRADE NAT. GRADE EXTERIOR GARAGE + ADU ELEVATIONS 1'-6" S.B. 1' 6" S.B. DATE ENGINEER DRAWING NO. 14 14 2403 JOB NO. AART ASSINK A.6 SCALE AS SHOWN DRAWN JFG BY RELEASED TO G.2—REAR ELEVATION VIEW GARAGE-ADU (WEST) G.4"REAR ELEVATION VIEW GARAGE-ADU (EAST) SCALE 1/4"=1'_0,, REVIEWED BY: JFG CONSTRUCTION llrLr Y3'+'y� f .s. s , ` � a^..g , .. "�'l - � 11 ,fa. ,,i� Fs. ��• s�������..- � ��r• /�G pppl low�e; pp- '� • � - S ` � �` f` 5 } �' � """' - '� b � -�` ��v.�. do �,���K .. X+�- \ CV� �, � .R: - ��•• �' u .1-.. •lt mow' yf.�' - • � - � 1r. s [. .. �Gb �!`'�' a ,S ✓ J�4 r� ' A.W. ��,�, .,l-.�,. -. � 'wj . - � ..ice !,' A���, ,,. ;i•- .. .. • ayr � - _ �.. Y� � '�.T ���. ..r -.'�>` .a-�+.+�,� h.• at ��` ,� Yxr �1�.'S�-�a.�a�T� .+`. ,�`'�t' �• �•�!�' 1.`'� / ' tag: �= � _ �• {� v7�P_ -y�.,y , ��, ,v� �.•'.;��,. a � ,�"- ,�y mp�TF7 -1` \ +Y•+%V�r• � e _ � ; �, y '� � r ,1 A.a "fi' ,•:tom°"'.- � .. -. _ _. ��A . � �I� F �1 - � •"� Ptl i _ ^�. +. ;. , ,. •'w4 ,,�.�„�, J �Y�� • :7yp� J,. � ,i4�.- of . ^<.. .... - ti �,�� ! � � I!!!! ' "�"�. � -'ems•►•' "�� - .' '';�-' �a�* Y i v i .� �tIS r � . v. "'�'6p ,� . . � � � at i � ?A, ,t ., � � •+i a p � 5 �` �'��M' w �' � '� a�!!1►� � �t� � , ` ;,fie . -� - A ' c.. ♦ \, •' r' 1.' "-x .i ..It i - `` sA 'iR.- .r .I • •+lt,:. j .;�,}� •''.' L"p., • `ae - .a * . 1 ?!L`'t'!'�+ase. "I�-'!.°,.at4t?i1# .t e , .7 . • -lp'`. '.1. i -'� s`,� y. ��•M,�.' tkt44i ar �' .: 4 u: - � °'"_.`.�.,'., j'y j" .��, r+k? . � • �' �.. • ".. t, ..Y . ' 4F-'Xt,`+Fr'.� ;1,a`s.' '; rr t 'u •'S, , 0,1 •'� ` °1— .:> �!$ . �" ' z .+`' - ::..-i. . ,•�t..'fe .v4 "i: � �€:61 .c _. 4...y .. ..k _wx ::^..� i .x „ i xA+� � e'� .� :4;.x7 �� '- h' ,. �. - 1 �~ .. f` _ ., .�_ ,.�.r-._::a.•- _, ..._. ..:�:� Geurse Conceptual Designs, Inc. NOT USED NOT USED NOT USED NOT USED SCALE=NTS SCALE=NTS SCALE=NTS SCALE=NTS Fiber Rolls _V a� / // //'/ y k _V -V „�iiii i III y W " y Fiber rolls _V Vertical spacing measured along the face of the slope varies between NOT USED , D' and 20' \ i SE-5 Note: Install fiber roll along a level contour. _V y sty t<`o� Install a fiber roll near slope where it transitions into a steeper slope SCALE=1"=1' 0" TYPICAL FIBER ROLL INSTALLATION N.T.S. Fiber roll 8" min SfoPe , C_ 0 EE N'q N •� E 3/4" x 3/4" wood stakes max 4' spacing �m:��►1crm�nr.�»rrm NOTES: If more than one fiber roll is placed in a row, the rolls must be overlapped, not abutted Turn the ends of the fiber roll up -slope to prevent runoff from going around the roll. July 2012 California Stormwater BMP Handbook Portal 5 of 5 Construction www.casga.org NOT USED I FIBER ROLL -WATTLE DETAIL EARTHEN SWALE DETAIL STONE PAVING 4" CONCRETE SLAB 24" LAP W/ UX G"X #10X #10 W.W.M. — O/ GRADE CONCRETE STEPS 12" SCALE=NTS SCALE=NTS SCALE=1"=1'r0" �!iY9Mi1 6" MIN. SCALE=1"=1'-0" 10' MIN. 5' MIN. FROM PROPERTY LINE PIPE JOINT 10" MIN. ABOVE GROUND OPTIONAL CLEAN - OUT !I 1� SLOPE ANN. ! 1 2' IMIN. TRAPPED SILT BASIN, J AS REQUIRED t 12" THICK LAYER OF 3/4" - 2 1/2" WASHED DRAIN ROCK BETWEEN THE PIT LINING AND THE DD DC EARTH WALL, AND UP TO THE LID j Z X 9 DC 1. Sizing: See adjacent table to size the drywell(s) based on impervious area. 2. Siting Criteria: The base of the drywell must be at least 5' above seasonal high groundwater. 3. Setbacks: Measured from the center, the drywell must be 10' from foundations and 5' from property lines except next to the right-of-way where no setback is required between the edge of the drywell drain rock and the property line. The foundation setback is 8" for plastic mini-drywells. 5. Access: In residential settings, an access cleanout is optional but highly recommended. 6. Pre -Treatment A trapped silt basin such as a sumped catch basin is required except for drywells managing roof runoff and runoff from pedestrian -only areas. 7. The top of the perforated drywell sections must be lower than neighboring foundations. DRYWELL DETAIL Maximum Catchment Area Managed Drywell Depth by One Drywell 26"dlameter 4tdiameter 5' 1000 sf 2500 sf 10' 25W sf 4500 sf 15, 3500 sf 5000 sf 2x2 plastic mini. drywell (maximum 500sf of 2 drywells per catchment) CONSTRUCTION REQUIREMENTS Smearing the soil surface during excavation can limit infiltration rates. If smooth excavation tools are used, roughen the sides and bottom of the excavation with a sharp pointed tool. Remove loose material from the bottom of the excavation. SCALE=1"=1'-0" A PERMEABLE PAVER FROM TECHO-BLOC OR A EQUAL. B B. JOINT FILLING MATERIAL ASTM No 8 (CSA 2.5-10 min) AGGREGATE C. BEDDING COURSE 1 Y" TO 2" (40 TO 50 mm) C ASTM No 8 (CSA 2.5-10 mm) AGGREGATE D D. BASE COURSE, 4" (100 inm) ASTM No. 57 (CSA 5-28 mm) AGGREGATE E 4" SUBBASE COURSE E ASTM No. 2 (CSA 40-80 nun) AGGREGATE F. GEOTEXTILE G. SUBGRADE H. CONCRETE EDGE F PERMEABLE PAVERS (DRIVEWAY + WALKWAYS) SCALE=1"=1'-0" PRESSURE GAGE MAIN WATER LINE TO RESIDENCE WATERLINE TO FIRE PROTECTION RISER. SHUT OFF VALVE SEE FIRE PROTECTION PLANS FOR USC APPROVED -DOUBLE REQUIRED CONNECTION. CHECK VALVE ASSEMBLY I � I � p.1I � _Z �_ DCVA ._._._. ._._._�._.—. .—. ._._ �I o. I SHUT OFF VALVE FOR IRRIGATION I IRRIGATION WATER VALVES — MAIN WATER LINE FROM CITY METER VERIFY SIZE WITH FIRE PROTECTION APPROVED PLANS NOTE CONTRACTOR TO CHECK ALL WATER LINE SIZES WITH FIRE PROTECTION PLANS. CONC. STEDBL. CCK VALVE ASSEM. (DCVA)PS SLOPE 5% AWAY FROM BUILDING FOR IGROUND/LANDSCAPE AREAS, OR 2% AWAY FROM BUILDING FOR I HARDSCAPE AREAS, FOR TEN FEET UNLESS NOT PRACTICAL LONGITUDINAL SWALES MAYBE USED. a 01 �I VARIES SCALE=1"=1'-0" O USE GRASSY SWALE OR OTHER Q MATERIALS TO MINIMAZE SEDIMENTS Z O w O z_ 1 50/,o VARIES .a y II II SIGNATURE BOX: NAME JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE 06, " " 405 BaLjswater Ave. Burlin8ame, California 94010 tel:650.703.6197 e:mail: 18eurse@8mail.com CITY DESIGNS, INC. EARTHEN SWALE DETAIL 2 SCALE=NTS 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-O NOTE ALL GRADING IS BASED OFF OF THIS ARCHITECTURAL SECTION. THE NO. DATE BY DESCRIPTION CONST. ADJACENT GRADE AND GFF DIMENSIONS SHOWN HERE MUST BE KEPT. NOTIFY THE REVISIONS ENGINEER BEFORE MAKING ANY SLOPE 5% FROM CHANGES. GROUNDTO BOTTOM OF WOOD SILL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL r FIELD CONDITIONS AND COMPARE O 41- SLOPE 5% AWAY FROM BUILDING FOR GROUND/LANDSCAPE AREAS, OR 2% THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS AWAY FROM BUILDING FOR OR ANY OTHER INCONSISTENCIES IIARDSCAPE AREAS, FOR TEN FEET DISCOVERED SHALL IMMEDIATELY FIN. FLR. UNLESS NOT PRACTICAL LONGITUDINAL BE REPORTED TO THE DESIGNER - z 00 SWALES MAYBE USED. PROJECT NAME NEW RESIDENCE + DETACHED ADU 5% NAT. GRD. FOR MRS. KIMBERLY WICKAM I BURLINGAME, CALIFORNIA 94010 DRAWING TITLE ADJACENT GRADE SITE DETAILS TYPICAL FOUNDATION/GFF / GROUND SECTION SCALE=1"=1'-0" DATE 2403 JOB NO. ENGINEER AART ASSINK SCALE: AS SHOWN DRAWN JFG BY: RELEASED TO CONSTRUCTION REVIEWED BY: JFG DRAWING NO. PW3 Geurse Conceptual Desi8ns, Inc. KEY NOTES: 405B 1. DOUBLE JOIST OR HEADER Burlingame, 6ame,CrAve. California 94010 liw 2. PLYWD SUBFLOOR OR EQUAL te1:650.703.6197 email: jgeurse@gmail.com 3. APPROVED METAL HANGERS 4. 3/4" PLYWD THREADS & RISERS SIGNATUREBOX: OR EQUAL NAME JESSEGEURSEaL (1) 5. 5/8" TYPE'X' GYPBD, WHERE ' (2) UNDERSIDE OF STAIR IS ACCESSIBLE, TYPICAL (3) CTFYOFBURLINGAMEBUSINESSLIC E: GE CO C ALDESIGNS,INC. ALL RAILINGS TO BE LESS THAN 4° TANY POINT. 10" MIN. 6. 4x12 STRINGER AT 12" O.C. NO:22811, EXPIRAEONDATE06/30/ 025 (4) 1" NOSING = ) (5) (6) Q z x NOT USED STAIR TO LAND 1 SOLID 4X POST AT ALL o „_ , „ _ SCALE-1 -1-0 SCALE-1 -1-0 GUARDRAILS AND HANDRAILS TO RESIST 200 LBS APPLIED PRESSURE AT z ALL DIRECTI R301.5 DECORATIVE MOLDING DECORATIVE MOLDING @ STAIR CASE @ STAIR CASE KEY NOTES: 5/8" DIA. M.B. W/ 15/16" �, - 1. DOUBLE JOIST OR HEADER O.D. WASHER. AT ALL STAIR AND GUARDRAIL N 7 (2) 2. PLYWD SUBFLOOR OR EQUAL B U R L I N G A M E POST. u 4X SOLID BLOCKING 3. APPROVED METAL HANGERS CA L lF0 RN I A 3/4" PLYWD. SHT'G. _ @ GUARDRAIL PPOST. 4. 3/4" PLYWD THREADS & RISERS 2x FLOOR JOISTS L r � 10� MIN (4) OR EQUAL H2.5A TOP AND BOTT. OF BLOCKING AT GUARDRAIL 5. 5/8" TYPE 'X' GYPBD, WHERE ^ (ELEVATION) SECTION POST EACH SIDE OF BLOCKING UNDERSIDE OF STAIR IS 1" NOSING ACCESSIBLE, TYPICAL ` - • - . 5 8" TYPE "X" M 6. 4x12 STRINGER AT 12" O.C. YP. BD. (6) (5) (3) (1) 1-HR. RATED CLG INTERIOR GUARDRAIL STAIR @ FLOOR 9 "=1'-0" SCALE=1"=1'-0" SCALE=NTS SCALE=1 KEY NOTES: 1. 3/4" PLYWD TREADS & RISERS 5/8" THICK. TYPE X' GYP 5/8" THICK. TYPE X' GYP. BD. \ OR EQUAL 0 (1) 10" MIN 2. (2) 2X12 STRINGER AT 12" O.C. \ 3. 2X6 THRUST PLATE 0 NAIL TO PLYWOOD SHT'G 0 THRU TO 2X FLR. JOIST 0 2x STUDS @ 16 O.C. 1 1/4" - 2" 1 1/2" MIN. 1 1/4" - 2" 31.8 MM- 31.8 MM 50.8 MM 1 1/2" MIN. U 1" NOSING € M OR 2X BLK'G 0 Q CONDUIT, PIPES OR ANY PENETRATION C \ MIN. 1-HOUR FIRE (2) RATED CAULKING. TYP. BOTH ENDS w' q¢ 4 MAX. (3) w Z LINE OF 6'-8" MIN. \ 2 HEADROOM HEIGHT 2X FLOOR JOIST JE 1-HOUR RATED WALL 11/4"-2" J STAIR TO RAISED FLOOR 8 A B 1 1/2 \ 2 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 SCALE=NTS SCALE=NTS 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 *HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN NO. DATE BY DESCRIPTION CONST. 1 %4" NOR MORE THAN 2" CROSS -SECTIONAL DIA. DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS. KEY NOTES: REVISIONS INTERMEDIATE POST TYP. AT @ 6'-0" MAX. 1. 3/4" PLYWD PRESSURE TREATED TTISTI>ERESPONSIBILITYOFTI>E '� I •6 DECORATIVE HANDRAIL TREADS &RISERS OR EQUAL CONTRACTORTOVERIFYALL FIELD CONDMONSANDCOMPARE G BATT & BOARD SIDING TYPE X' GYP. BD. 2. 2x14 STRINGER (MIN. 3) THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING (1) 10" MIN 3. 2X6 THRUST PLATE ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES GRADE "D" BUILDING PAPERBEREPORTEDTOTHEDESIGNER 1/2" 1/2" 2 1/4 ATTACH TO CONCRETE SLAB BEREPORDISCOVERED TO THE DESIGNER. EXTERIOR SHEATHING SEE 2x STUDS @ 16" O.C. rr- 50 PROJECT NAME NEW RESIDENCE + DETACHED ADU . STRUCTURAL DW 10"1MI `V 1 NOSING FOR DECORATIVE BASE M MRS. KIMBERLY WICKAM EXTERIOR GRA MOLDING @ INTER. POSTS 1128 LINCOLN AVENUE TYPE 'X' GYP. BD. (HANDRAIL) AND NEWEL POST. SUBFLOOR BURLINGAME, CALIFORNIA 94010 DRAWING TITLE DECORATIVE BALUSTERS. (ELEVATION) (2) DETAILS TREADS AND RISERS (3) TO MATCH FOYER FLOOR I )ATE ENGINEER. DRAWING NO. MATERIAL. TYP. 2403 AART ASSINK SCALE: AS SHOWN JOB N°. ADA 1-HOUR EXT.WALL AT GARAGE INTERIOR STAIR CASE HANDRAIL STAIR TO CONCRETE SLAB DRAWN JFG BY' REVIEWED RELEASED TO CONSTRUCTION 7 SCALE=NTS 5 SCALE=1 "=1'-0" 1 SCALE=1"= F-0" BY, JFG C q < I SHINGLELAPSIDINGOVERGRADE'D" WINDOW TYP. PER PLANS AND Geurse Conceptual Desi ns laic. IV BUILDING PAPER OVER PLYWOOD SPECIFICATIONS. 2^ 2" - - STONE VENEER OVER OVER STUDS I INSTALL PER MANIAC. Mom, MIN LL PER MANUFACTURERS RECCOMEMDATIONS. 405BayswaterAve. LAP MMENDATIONSANDPER Burlingame, California 94010 $ 03.12 CRC AND FLASHING 2X WATER TABLE TO COMPLY TO R70312.2 FLR.JST. SILL P)FCEemail: jgeurse@gmail.com PER PLANS CONCRETE FOOTING PER PLAN ALUMINUMDRIP ALUMINUMDRIP FLASHING. PAINT TO FLASHING. PAINT TO PER SIGNATURE BOX MATCH TRIM. MATCH TRIM. I NAME: JESSE GEURSE A a IX2 PRESSURE TREATED WOOD. TYP. a HEADER CASING I INTERIOR FINISH ° WEEP SCREED RETAINING WALL PER PLAN SQUARE EDGE IX2 APRON CTfY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY ° DRYWALL NO 22811, EXPIRATION DATE OG/30/ 025 WATER-RESISTANT PAPER UNDER THE SILL STRIP. CUTANY EXCESS 2 6 a WATER-RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON a a TERMINATION. EACH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES.) 2X WALL INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (BC. eta) ° I 00 OVER JAMB AND HEAD FLANGES IN SINGLE -BOARD FASHION. DRIP KERF Q (STEP 4) WINDOW TYP. PER PLANS FACTORY JAMB a AND SPECIFICATIONS. EXTENSION. INTERIOR FINISH c' a 6 INSTALL PER MANIAC. FINISH GRADE FINISH GRADE RECCOMEMDATIONS. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT III III III III III III BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE — INSTALLEDACCORDINGTOINDUSTRY STANDARDS ANDPRACTICE NO ATTACHMEFLASHI FLASHING LASHING COVER OR PENETRATEFLASHINGMATERIAL. PERIl'HERALFLASHINGATALLEDGESOF MATERIAL PERIPHERAL EXTERIOR BASE TERMINATION TYP EXTERIOR BASE TYP. WINDOW HEAD WINDOWSILL WALL OPENINGS MUST COVER WIRE BACKING. 29 . 22 1 1 SCALE=3"=1'�0" SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-0" INTERIOR FINISH WEATHER - RESISITIVE BARRIER 2X WALL BATTEN BOARD AND METAL LATH 3/4" X 3/4" BASE CAP SALE I SIDING TERMINATION. FACTORY SCRATCH COAT o F INTERIOR FINISH JAMB INTERIOR FINISH • TENSION. MORTAR SETTING BED 3/4" X 5-1/2" BASE BOARD E I BURLINGAME n STONE VENEER SILL XPER I ALUMINUM DRIP C A L I� U R N I A 2X WALL FRAMING 2 2 FLASHING. PAINT TO MORTAR JOINT MATCH TRIM I APPLY A BEAD OF CAULKING TO THE BACK SURFACES OFTHE WINDOW, ° IX2 THEN PLACE THE WINDOW INTO THE ROUGH OPENING, WITH FLANGES 1 OVER THE INSTALLED FLASHING MATERIAL. AFTER WINDOW IS PLACED, HEADER CASING • INSTALL TFIE HEAD FLASHING OVER THE WINDOW FLANGE THIS IS ° SQUARE EDGE ` - - ANOTHER S11tII' OF FLASHING MATERIAL AT LEAST 9"WIDE WINDOW FL---� P7771TERMINATION. INSULATION (WHERE OCCURS) DRYWALL DRIP 2X FLOOR JOIST PER PLANS (STEP 3) NOTES: IX2 JAMB CASING SILL SECTION 1402.2 OF THE UNIFORM BUILDING CODE STATES, EXTERIOR STUD WALL WINDOW TYP. PER PLANS AND OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH AF2 SPECIFICATIONS. MANNER AS TO MAKE WATERPROOF." THE FOLLOWING PROCEEDURE IS RECOMMENDED TO ACHIEVE THIS INTENT IN THE FLASHING OF INSTALL PER MANIAC. RECCOMEMDATIONS. PENETRATIONS TO INCLUDE, BUT NOT LIMITED TO, WINDOWS, DOORS, VENTS, ETC. HINGSHALLBE PENETRATIBARRIERCONTEDREINGMATE IAL FLASHI7GMA MATERIFOR AL BARRIER COATED REINFORCED FLASHING MATERIAL AND SHALL PROVIDE STONE VENEER AT WALL BASEBOARD DOOR HEAD FOR 4-HOURMINIMUM PROTECTION FROM WATER PENETRATION WHEN 25 21 (g)WINDOWJAMB SCALE=3 =1'-0" TESTEDINACCORDANCEWITHASTMD779. FLASHING MATERIAL SHALL SCALE=3 =1'r0" SCALE=3 =1'r0" SCALE=3 =1'-0" CARRYCONTINUOUSIDENTIHCATION. SEALANTSHALLBEBUTYLTO COMPLY WITH FED. SPEC. TT-S-1657. LAP SIDING OVER BUILDING TYVEX WEATHER-RESISITIVE BARRIER WRAP OVER PLYWOOD SHEATHING TONE VENEER BEYOND - - - - STUCCO 2X WATER TABLE I W TYP PER SQUARE EDGE PLANS AND DRYWALL - - - - SEALANT SPECIFICATIONS. TERMINATION. 0 ALUMINUM DRIP INSTALL PER INTERIOR FINISH 0 _ FLASHING. PAINT TO MANIAC. ;'::.:.::.:.::::' ;..:-:r,: ;- ".: ;:.<.°;::.'.;:::'",..<:: ..:;'.is':°.: CONSTRUCTION ADHESIVE MATCH TRII�L RECCOMEMDATIONS. .:'.:':':,;.`;.;.;"..::.':,; .::.:'::;.::•,:;<°..': Q _ _ 2„ a a METAL FLASHING (GALVANIZED ° SILL PIECE 0 MIN.- - - - '_ RIGHTANGLE MORTAR 0 _ _ _ a I 2 6 SLOPE TO DRAIN MOLDING 2X WALL FRAMING 2 2 SHIM SPACE 0 CONCRETE SILL / DOORFRAME Q INSULATION (STUD WALL) AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS (SIDE OF OPENING) AT METAL LATH INTERIOR FINISH LEAST9"WIDE WITH INSIDE EDGE OFFLASHING MATERIAL EVEN WITH 2X WALL BATTEN BOARD AND SIDING SILL EDGE OF WINDOW OPENING. START JAMB STRIPS 2" BELOW THE SILL STRIPSTONE AND EXTENDJAMBSTRIPS 4"ABOVETFIELOWEREDGEOFTHEHEADER \ MORTAR SETTING BED SMOOTH WOOD PANEL SIDING I / / HOB Q 0 (TOP OFTHE WINDOW OPENING). ° / MO ORWI / / IX2 JAMB CASING STONE VENEER APPROVED WIRE ANCHORING. (STEP 2) ° - ELDORADO STONE VENEER a a 24 V^ENEER OVER OPEN STUD FRAM. 20 INTERMEDIATE TRIM 16 STONE AT SILL R JAMB 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 SCALE=3 DATE BY DESCRIPTION CONST. SCALE=3 =1 -0 =1 -0 SCALE=3 =1 -0 9�-D�NO. SCALE=3"=1' 0" HEADER REVISIONS DOW SMOOTH WOOD - - - - SIMPSON A23 CLIPS AT PANEL SIDING 32" O.C. W/ SCREWS TT IS TI TE RESPONSIBILITY OF TI IE ROUGH CONTRACTOR TO VERIFY ALL I- - - - _ — OPENING COPPER DRIP FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION O 2X I`LR JST. PER PLANS I FLASHING. PAINT TO I ATIVIT�TSERRORS, OMMISSSIIEFORE O SING SILL 2X CLG. JST -1 GYP BD MATCH TRIM OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY I BE REPORTED TO THE DESIGNER. I PROJECT NAME - - - - - - - Ll IL 2X SILL THRESHOLD HEIGHT AT NEW RESIDENCE + DETACHED ADU _ DECORATIVE CROWN 2 4 2X WALL EXTERIOR DOORS SHALL NOT FOR 11"LAP —SEE 6X 4S G MOLDING. PAINT GRADE I BE MORE THAN 7-1/2" MRS. KIMBERLY WICKAM MIN.L NOTES FIR SED SIZE: ALUMINUM DRIP LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING 1128 LINCOLN AVENUE DE RA SHEET ROCK ITEM NO.: ? SHNG. PAINT TO AWAY FROM THE LANDING BURLINGAMF CALIFORNIA 94010 BEAM TCH ROOFING IN AND NOT MORE THAN I" AT DRAWING TITLE ATTACH A SILL STRIP OF FLASHING MA17:RIAL AT LEAST 9" WIIDE WIIH THE COLOR THE DOORS SWINGING OVER TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS SII L A LANDING. STRIPATLEAST II'BEYONDTHEEDGEOFTHEROUGHOPENING FOR / 71 DETAILS WINDOW. ATTACH FLASHING MATERIAL WITH GALVANIZED ROOFING �SOIFTT // NAILS OR RUST -RESISTANT STAPLES. / DATE ENGINEER DRAWING NO. (STEP 1) l 2403 AART ASSINK SCALE AS SHOWN 2X ROOF RAFTERS JOB NO. AD.2 �z ti`IINDO�`T t�LASHING 2 BED 1 nn CROV'�TN MOLDING WATER TABLE ROOF TO WALL 1" DOOR SILL DRAWN JFG BY. RELEASEDTO NIATEIZIAL APPL ICATION SCALE=3"=1`�0` SCALE=3'=1 -0' J SCALE=3 =1 �0 SCALE=3"=1'�0" 11 SCALE=3"=1` 0" REVIEWED CONSTRUCTION BY. JFG 12" GABLE Geurse Conceptual Designs, Inc. IX6 T&G, PAINT GRADE AT UNDERSIDE OF ALL EAVES AND RAKES ASPHALT ROOFING OVER UNDERLAYMENT OVER PLYWOOD ROOF SHEATHING. ROOF PLAN 405 BaLjswater Ave. Burlin8ame, California 94010 tel: 650.703.6197 ALUM CONT. DRIP. email: 18eurse@8mail.com SIGNATURE BOX NAME JESSE GEURSE 2 G. CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 025 BATTEN BOARD AT 16" O.C. OVER B JILDING TYVEX WRAP OVER PLYWOOD • i BURLINGAME C A L I F U R N 1 n ill 11 • 31 NOT USED TYPICAL RAQKE SCALE=Y=1` 0" SCALE=3"=1'-0" SPRAY FOAM INSULATION AT VOLUME CEILINGS / -------- SEE ROOF PLAN ASPHALT ROOFING OVER UNDERLAYMENT OVER PLYWOOD ROOF SHEATI-IING. ROOF PLAN / B.N. PITCH PER ELEVATIONS AND ROOF PLAN 2X BLOCKING 2X BLOCKING B.N. ALUM. CONT. DRIP. / / IX6 T&G, PAINT GRADE AT / UNDERSIDE OF ALL EAVES AND RAKES / A-35 / 0 S CEILING JOIST WHERE OCCURS. 0 0 Q O.G. GUTTER A-35 ALUM. CONT. DRIP. 2X10 STOP � / B.N. PER SHEARWALL SCHEDULE CEILING JOIST WHERE OCCURS. / SHEARWALL PER PLAN AND SCHEDULE. B.N. PER SHEARWALL SCHEDULE / 2X8 FACIA BOARD I. O.G. GUTTER 7-24-2024 JFG PLANNING DESIGN COMMENTS-PC-1 SHEARWALL PER PLAN AND 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PGO SCHEDULE NO. DATE BY DESCRIPTION CONST. REVISIONS 2X8 FACIA BOARD ITISTI-IERESPONSIILITYOFTFIE CONTRACTORTOBVERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING r O 14" EAVE I ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. LAP SIDING OVER BUILDING TYVEX PROJECTNAME WRAP OVER PLYWOOD NEW RESIDENCE + DETACHED ADU FOR BATTEN BOARD AT 16" O.C. OVER MRS. KIMBERLY WICKAM BUILDING TYVEX WRAP OVER I 1128 LINCOLN AVENUE PLYWOOD BURLINGAME, CALIFORNIA 94010 EXTERIOR SHEATHING SEE STRUCTURAL DWG.S I DRAWING TITLE EXTERIOR GRADE 5/8" TYPE 'X' GYP. BD. RUN EXTERIOR GRADE TYPE x' GYP. BD. I DETAILS TO UNDERSIDE OF ROOF SHEATHING. DATE ENGINEER DRAWING NO. 2403 JOB AART ASSINK AD3SCALE AS SHOWN 1,-HR RATED WALL GARAGE AND WITHIN 5'r0" OF PROPERTY LINE 30 f � TYPICAL SAVE DETAIL �" DRAWN J W BY: REVIEWED BY: JFG RELEASED TO CONSTRUCTION SCALE=3"=1'-0" SCALE=T=1'-0" Geurse Conceptual Desi8ns, Inc. 405 Bayswater Ave. Burlingame, California 94010 tel:650.703.6197 email: j8eurseg8mail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. NO 22811, EXPIRATION DATE 06/30/ 025 ^ NOT USED NOT USED r NOT USED 7 A NOT USED `�2 SCALE=NTS �� SCALE=NTS 36 SCALE=NTS `� NOT TO SCALE • BURLII`IGAME C A L I F U R N I n I � �11 , • NOT USED �1 NOT USED NOT USED NOT USED SCALE=NTS 38 SCALE=1"=1`-0" SCALE=1°=1'-0" SCALE=1"=1'r0° 0 0 0 0 0 0 NOTE: BAR REINFORCING FOR THIS BATHROOM AS SHOWN IN DETAIL. 24, SHEET AD.2 A 0 AGING -IN -PLACE DESIGN AND FALL PROTECTION AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH GRAB BAR REINFORCEMENT. REINFORCEMENT SHALL BE NOMINAL 2X8 LUMBER AND SHALL BE LOCATED BETWEEN 32 INCHES AND 39.5 INCHES ABOVE THE FINISHED FLOOR WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ON THE SIDE WALL AND THE BACK WALL SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH ED OF THE BATHTUB AND THE BACK WALL BACK WALL Q REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM. INFORMATION IDENTIFYING THE LOCATION OF THE REINFORCEMENT SHALL BE PLACED IN THE OPERATIONS AND MAINTENANCE MANUAL (CRC R327.1.1) ELECTRICAL RECEPTACLES OUTLETS, SWITCHES AND CONTROLS SHALL BE LOCATED NOT MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX 0 AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR (CRC R327.1.2) EFFECTIVE JULY 1ST, 2024, AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL 0 PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32 INCHES MEASURED WITH THE DOOR OPEN AT A 90DEGREE ANGLE. (CRC R327.1.3) DOORBELL BUTTONS SHALL BE INSTALLED NOT MORE THAN 48" ABOVE THE FINISHED FLOOR MEASURED TO THE TOP OF THE BUTTON. (CRC R327.1.4) 7-24-2W4 JFG PLANNING DESIGN COMMENTS-PC-1 6-18-2024 JFG PLANNING DESIGN SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS II - T CONTINUOUS REINFORCING BACKING _ CONTINUOUS FOR GRAB BAR PER C.RC. R327.11 REINFORCING MIRROR BACKING FOR GRAB SHOWER SHOWER I BAR PER C.R.C. R327.11 SHOWER _ OR OR _ OR TUB TUB TUB SINK � ADDITIONAL 2X8 TOILET I I REINMFOCING FOR _ � T LOWER GRAB BAR PER c, 1 � C.RC. R3227.1.1 IT IS THE RESPONSIBILITY OF TI-M CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES REPORTED TO DIMMEDIATELY BE DISCOVERED O PROJECT NAME NEW RESIDENCE + DETACHED ADU FOR - J - - - - - - - - - ouTLINE OF TUB MRS. KIMBERLY WICKAM1128 LINCOLN AVENUE BURLINGAME CALIFORNIA 94010 DRAWING TITLE VANITY 30" MIN. 36" MIN. 36" MIN. PER PLANS DETAILS DATE ENGINEER DRAWING NO. NOT USED �0 �j NOTUSED 7 REINFORCING BACKING FOR GRAB BARS C.R.C. R327.1.1 2403 JOBNO. DRAWN BY. REVIEWED BY. JFG AART ASSINK ADA SCALE AS SHOWN RELEASEDTO CONSTRUCTION SCALE=NTS `' SCALE=1"=1'-0" 32 SCALE=NTS