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HomeMy WebLinkAboutReso - PC - 2022.08.08 - 8ADocusign EnVelope lD: 0688F22A-2A9F-459D-BE0A-76916444AE43 RECORDING REQUESTED BY Planning Department City of Burlingame WHEN RECORDED MAIL IO COMMUNIry DEVELOPMENI DEPARTMENT CIry OF BURLINGAI\,4E 5O,I PRII\,1ROSE ROAD BURLINGAME, CA 94010 2022-083950 3:1apm 121051fr22R1 Fee: NO FEE Count of Pagns4 Recorded in Off icial Recods Cc, u nty ol San M ateo Mark Church Ass€s6or-Co unty Clerk-R.codcr I llil I t tllil llllll I llrtl llill ffi lllll t lll ;;;ll tllil ;llll lili t ; ii tll *$R0003313891$* I hereby certify bis to be a full, true and mnect copy ofthe document it purports to be, the original of which is on file in my office. Au st 19 2022 btxiw Aarhwy TITLE OF DOCUMENT CITY 0 GAfd{BE"'RI.I !g 6-,; Date Kevin Gardiner, AICP, Community Development oirector ATED dU}JE Resolution No. 2022-08.08-84 713 HOWARD AVENUE APN 029-284-060 n +1 4 RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW, AND SPECIAL PERMITS RESOLVED, by the Planning Commission of the City of Burlingame that WHEREAS, a Categorical Exemption has been prepared and application has been made for Deston Review and Soecial Permits for first and seco nd floor plate heiqhts and second story balconv for a new, two story sinqle-unit dwellinq and detached qaraqe at 713 How rdA VE nu Zoned R-1 . Kevin and Christine Chunq, property owners, APN: 029-284-060 WHEREAS, said matters were heard by the Planning Commission of the Clty of Burlingame on Auqust 8.2022, 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 lnitial Study and the documents submitted and reviewed, and comments recerved 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. ln urbanized areas, up to three single-family residences maybe constructed or converted under this exemption, is hereby approved. 1 2 Said Design Review and Special Permit are approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review and Special Permits are set forth in the staff report, minutes, and recording of said meeting. It is further directed that a certified copy of this resolution be recorded in the official records of the,) County of San Mateo Chairperson I S tt)(/,rLIt1++L- , Secretary of the Planning 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 8th dav of Auqust, 2022 by the following vote: 713 HOWARD AVE - RESO 2022{18.08{A AYES: COIIAROTO,IIORAT{, LOWENTHAL, PFAFF, SCHMID, TSE NOES: GAUL ABSEHT ttONE RECUSED: NONE /<- .-Zjffi ry EXHIBIT'A" Conditions of Approval for Categorical Exemption, Design Review, and Special Permits 713 Howard Avenue Effective August 18, 2022 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division and date stamped July 27.2022, sheets SP1, A 0 through A 7. G l through G.3, LS 1, Topographic Survey; 1 2 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 (FYl or amendment to be determrned by Planning staff); that any changes to the size or envelope of the first or second floors which would include adding or enlarging a dorme(s), shall require an amendment to this permit; 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; 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; 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; that all air ducts, plumbing vents, and flues shail 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; 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 recyclng requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 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; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 6 7 8 9 4. 11 12 EXHIBIT "A'' Conditions of Approval for Categorical Exemption, Design Review, and Special Permits. 713 Howard Avenue Effective August 18, 2022 Page 2 that priorto 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; 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 architeclural 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; 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 Divrsion staff will inspect and note compliance of the architectural details (kim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. 13. NEW RESIDENCE + DETACHED ADU -GARAGE FOR MR. + MRS. CHUNG 713 HOWARD AVENUE BURLINGAME CALIFORNIA 94010 BUILDING MAINTENANCE AND OPERATION (2019 CGC §4.410) 1. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED AT FINAL INSPECTION. 2019 CGC §4.410.1 2. FOR BUILDINGS WITH MORE THAN 4 MULTI -FAMILY UNITS PROVIDE FOR RECYCLING. 2019 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 (2019 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 2019 CODE REQUIREMENTS. 2019 CGC §703.1 TITLE 24 SPECIAL FEATURES -HERS FEATURE SUMMARY REQUIRED SPECIAL FEATURES THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. • DUCTS WITH HIGH LEVEL OF INSULATION • CEILING HAS HIGH LEVEL OF INSULATION • INSULATION BELOW ROOF DECK 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 DETAIL IS PROVIDED IN THE BUILDING TABLES BELOW. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY BUILDING -LEVEL VERIFICATIONS: • QUALITY INSULATION INSTALLATION (QII) • INDOOR AIR QUALITY VENTILATION • KITCHEN RANGE HOOD • COOLING SYSTEM VERIFICATIONS: • MINIMUM AIRFLOW • VERIFIED EER • VERIFIED SEER • FAN EFFICACY WATTS/CFM • HEATING SYSTEM VERIFICATIONS: • NONE-- • HVAC DISTRIBUTION SYSTEM VERIFICATIONS: • DUCT LEAKAGE TESTING • DOMESTIC HOT WATER5 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. POLLUTANT CONTROL (2019 CGC §4.504) AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. 2019 CGC §4.504.1 ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. 2019 CGC §4.504.2.1 PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2019 CGC §4.504.2.2 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. 2019 CGC §4.504.2.3 DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS. 2019 CGC §4.504.2.4 CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT REQUIREMENTS. 2019 CGC §4.504.3 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2019 CGC §4.504.4 HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 2019 CGC §4.504.5 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 8:00 A.M. AND 7:00 P.M. ON WEEKDAYS, AND 9:00 A.M. AND 6:00 P.M. 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 1 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 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY, AND PROHIBITED ON HOLIDAYS ON SUCH DAYS. BURLINGAME FIRE PROTECTION 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE UNDER SEPERATE 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 SEPERATE 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. 3.FIRE SPRINKLER PLANS SHALL 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 ADA 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 HEALTH 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 SO. 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 1" METER REQUIRED. SIZE OF METER TO BE SIZED BASED ON FIRE SPRINKLER DESIGNED CALCULATIONS. DISCLAIMER NIETHER inSite Designs, OR THE PROJECT ENGINEERS SHALL BE RESPONSIBLE FOR ANY ACTIONS TAKEN. BY ANYONE ON THE PROJECT IF THAT PERSON HAS KNOWLEDGE OF ANY CALCULATIONS OR SPECIFI- CATIONS UNTIL inSite Designs. 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 OFinSite Designs 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 inSite Designs 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 inSite Designs 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. INTER.MOIST.CONTROL (2019 CGC §4.505) A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATION SYSTEM IS USED. 2019 CGC §4.505.2 BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BE INSTALLED. WALL AND FLOOR FRAMING WILL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT WILL BE VERIFIED PRIOR TO FINISH MATERIAL BEING APPLIED. REPLACE WET INSULATION PRODUCTS, OR ALLOW TO DRY BEFORE ENCLOSURE. 2019 CGC §4.505.3 PROJECT DIRECTORY OWNER: MR. + MRS. CHUNG 713 HOWARD AVENUE BURLINGAME CALIFORNIA 94010 ARCHITECT INSITE DESIGN, INC. 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650)235-9569 fax CONTACT: AUDREY TSE KLEIN ARBORISTS SERVICES OFFICE: (650) 759.1081 CERTIFIED ARBORIST WE 7720 JI HOWARDZL O S.0 /I� 11 `f� fi T.B. o L iR S.U. T.-B. _ SHTB. L +---- _ S.RTB. A 14 g A BURLINGAME' SCHOOL _DIST. WASHINGTON 1 SCHOOL _ ------ 15 7 8------5 ; A 16 7 A 17 6 ITS /�TB. 0 18 5 SRTB. O A g 4 19 4 © 8 A `J 20 3 07 8 21 8 (13' S. RAT 8. 2fA 12 22 11 1 10 IA 9 2 4)o S RAT B. Q Z Q SURVEYOR: LANDSCAPE B & H SURVEYING, INC. AGNES TUNG PROFESSIONAL LAND SURVEYING (239) 410-9251 901 WALTERMIRE ST. AGNESYTUNG@GMAIL.COM BELMONT, CA 94002 OFFICE (650) 637-1590 CIVIL: STRUCTURAL W.H. CIVIL ENGINEERING SUNG ENGINEERING 8 WHATNEY, SUITE 100 29300 Kohoutek Way IRVINE, CA 92618 Suite 190 INFO@WHENGINEERINGGROUP.COM Union City, CA 94587 PHONE: 949-229-3357 PHONE/FAX t: 510/475.7900 f: 510/475.7913 info@sungengr.com VICINITY MAP - SUBJECT PROPERTY 0 lJ 12 12A 13 11 INA 10 3 © Iso 14 9 rya O 8 R 15 8 O 8 2 16 7 O9 7 9 1) 17 6 10 R � 18 5 1i 8 19 4 ( A A �0 20 3 13 A 21 2fA 22 1 1A 52 o - 19 18 '17 16 16 14 Q W 0 0 co e 13 12A 12 if f0A f0 8 © rszs 14 9 si.z O R e C4 15 8 ® d 6 09 R 7 3 �^� �5 17 6 yC\ 18 5 A A 19 4 11 19 20 3 1 9 s21 22A 22 1 IA 1 2 0 18 !iB '17, 1je l4 1J171 Q K AVE. P.M. za so jm. T. B.so� so � ss rs 0 Q I.B. oPAR. A PAR. B PAR. C A f0 S.T.B.B xin zo-PM. w sss A © rsa 14 A 9 rss.s. O A 15 8 O R A �p 16 7 04 R ,9 17 p74605 F�I/5 � 18 18 A rzs A A R /.? 19 4 rss 08 g 16 20 3 O9 $ 21 22A 22 s1 1A ss2 2 k_ =� J 13 �14 11 10 BAYSWATER AVE 2s Q6 PARCEL MAP VOL.27- Q4 LYONA- HOAG SUBDIVISION RSM 426 Q2 T04VNOFBURLINGAMEMA110.I BURLOINGAME RSM 6/4 id ANO RESUB OF BLOCK 23 TOWN OF Q TOWNOFBURLINGAMESUPPLEMENTARYMAPNO. IRSMN71 Q SUB OF LOTS 12 8 t3 BLOCK 23 UN F. ASSESSOR S MAP COUNTY OF SAN MATED, CALIF PROJECT DATA OCCUPANCY GROUP: DESCRIPTION OF USE: RESIDENCE TYPE OF CONSTRUCTION SPRINKLERS: # OF STORIES: R3/U SINGLE FAMILY VB REQUIRED 2 STORIES +BASEMENT SHEET INDEX SHEET NO. DESCRIPTION T.0 TITLE SHEET + PROJECT DATA BMP.1 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S) ARCHITECTURAL ASPN: 029284060 1 DMA SPA SURVEY SITE DEMOLITION PLAN SITE PLAN RESIDENCE LOT COVERAGE PWA PUBLIC WORKS REQUIREMENTS AND DETAILS SEE A.O.SF. A.1.SF. + A.2.SF PW.2 PUBLIC WORKS REQUIREMENTS AND DETAILS PW.3 SITE DETAILS A.0 BASEMENT LEVEL FLOOR PLAN A.O.SF A.1 BASEMENT LEVEL FLOOR AREA CALL. PLAN FIRST LEVEL FLOOR PLAN ALLOWABLE FLR. AREA RATIO A.1.SF A.2 FIRST LEVEL FLOOR AREA CALCULATION PLAN SECOND LEVEL FLOOR PLAN A.2.SF SECOND LEVEL FLOOR AREA CALCULATION PLAN A.3 ROOF LEVEL PLAN SEE A.O.SF. A.1.SF. + A.2.SF A.4 EXTERIOR ELEVATIONS A.5 EXTERIOR ELEVATIONS A.6 EXTERIOR ELEVATIONS A.7 ADA EXTERIOR ELEVATIONS DETAILS FLOOR AREA CALCULATION AD.2 AD.3 DETAILS DETAILS AD.4 DETAILS SEE A.O.SF. A.1.SF. + A.2.SF CODE COMPLIANT THESE PLANS ARE TO COMPLY TO THE FOLLOWING CODES, ORDINANCES, RULES AND REGULATIONS; A) 2019 CALIFORNIA BUILDING CODE B) 2019 CALIFORNIA RESIDENTIAL CODE C) 2019 CALIFORNIA ELECTRICAL CODE D) 2019 CALIFORNIA MECHANICAL E) 2019 CALIFORNIA FIRE CODE F) 2019 CALIFORNIA PLUMBING CODE G) 2019 CALIFORNIA GREEN BUILDING CODE H) 2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS 1) 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: CATHERINE KEYLON - (650) 558-7252 OR CKEYLON@BURLINGAME.ORG FIRE: CHRISTINE REED - (650) 558-7617 OR CREED@CENTRALCOUNTYFD.ORG BUILDING DIVISION: RICK CARO - (650) 558-7270 OR RCARO@BURLINGAME.ORG PUBLIC WORKS: MARTIN QUAN- (650)558-7245 OR MQUAN@BURLINGAME.ORG PARKS DIVISION: BOB DISCO - (650) 558-7334 OR BDISCO@BURLINGAME.ORG STORMWATER DIVISION: JENNIFER LEE -650-558-7381 DETACHED GARAGE + ADU GA GARAGE+ADU FLOOR PLAN G.1.SF GARAGE+ADU FLOOR AREA CALULATION PLAN G.2 GARAGE+ADU ROOF PLAN G.3 GARAGE+ADU EXTERIOR ELEVATIONS LANDSCAPE LS.1 LANDSCAPE PLAN CHUNG RESIDENCE 713 HOWARD AVE BURLINGAME, CA [ inSite ] architecture • design • interiors 1534 PLAZA L N . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax DESIGN REVIEW Q SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 SHEET TITLE TITLE SHEET + PROJECT DATA PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER TOO CONSTRUCTION BEST MANAGEMENT PRACTICES SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clears Water. Healthy Community. Construction Best Management Practices (BMPs) Construct ion projects are required to implement the ston-nwater best m- anag mcnt prac ti (BM P) on this page, as they apply to your project, all year long. M teriaK i s Waste Management Non-Hazarde-as Malmials IO i3-erm and cover ,toc:kpiies of nd, dirt or other conxtnx:liozi material with tarps when rain is forecast or if not act iYely ring used vvith;v 1-4 daY ;s- 1 Clse (brut dati't overt ) ae:claimod water far dtm control. I#axardorns Waterials Q Label all hwardous materials and hararclous wzlcs ikuch �u pe_aticides, paints, (hinners, solvents, fuel, oil, and aril irrccreJ in accordan-ce with city, county, stale and f "[ regulations, 11 Store hazardous mawrials and wasics in water tight containers, store tit appropliPic secumdWry conlalnnic nl, aO wwr ikm oI ft emd. of "cry wo rk day -or during wet weather or when rain is For c"t. " Follow rnarrufac-trsrer's aWlication xnstructlonr, for ha., rdotrs materiah; and be careful n-ot to use more than necessary. Do not apply ckraieals outdoors when vain is foreca st within 24 hours, U Arrange for appropriale disposal of -all hzzardmw avast . Waste Ma norernent U Cover waste disposal contaMir%scl-umly with ra ". at the end of ewcry work day and daring wet weather_ ❑ Cho-Ir. swaste disposal comainers frequently for leaks and to make sure they are not overfilled Ncvcr hose down a darn[mtcr on the consiwc LIM site- 0 Cie-oo or mplace portable toilets, wkA ins-pect thorn frequently for leases and spiUs. ❑ Msposc of :ell wastes and dcbrls properly. Recycie rttatcrials �rnd wastes that can kw recycled !such a:� sspttalt, concrele, age evk base n aterialsX woad, gyp board, pipe, etc,) 4 i'.)ispQric or 1igvi-d rcsidLigg rmm paints, dhinmers, solvents, glues, and cteurrrtig liuuds m hazardous waste. lConstruction Entrance`-s and Per#melcr ❑ Establish anti maintain cftcctive perimeter cantruEs and stabifi7r all construction entrances and cxks to sufficiently control crosion and sediment french site and ira�;king off sitc. 0 Swcep a vac:uurn arty street irs kIng, immediately and sec kire sediawnt gource to prcvcni furthcr irack-in g. Never hair down ;rweIs. to clean up tracking, Equipment Management ment Spill Control NWelenance and Parr" D Msignatc an arcs* fitted rich appropriate 11MPs_ ror vehicle and equipmfint parking and storage. Ll Per#amt major mainte,naaricc, repair jabs. and wchicle and equipmeni washing off site U of rcfkiding ar vchicic maintenam must be done onsite, work in a berrw> d area away From storm drains and ove_� a drip pan or drop cloths big enough to collect fiuido, 1k y:llr or dispose of nuids as harnir&us waste. 13 ll vehicle or equlpnwent cleaning must he dame onsite. clan with water onIY i:n a barred arm that wIII nat allow rinse neater to run into guttcts, sl recU, storm dralmi. or:urracx• waicrs. Q Dos wit clean vehicle of equipment creche using wall". colvcnlsX dcgreamrs, or steam elcaning equipment. Spill Prevention rind Control ❑ K-cep spill cicaAup matenaIs �c,g„ rags. ab r nts and cat litter) available at the construction site at all times. Ll Inspect vehicles artd equ ipmtrnl fmquertlly for and repai r leafs promptly. U�c drip pares to catch leaks until mpai rs are fie_ Ll Ckan up spill. or leaks tmmcdiately and dispose of cleanup materials pvoperly, L1 N nit hose da wa srrrfk where fluids have spolled. Use dry cleanup rncthodr, (abw6cnt materials, "t IIIler, and/or mp). D Sweep up spilled dry materiats imp diately. Do naL Iry to was h them away w A watez. or bury t he me 0 -Clean tip spills on dirt areas by digging, up and proNrly di sing -of eontamim il- d Report signi#icattti spills imn diatcly. You are required by law io report all significant rcica&m of ha/ardeu� ruicrials. including -oil. Ta report it 5pi II; 1) bias 911 or your iocaI emergency respronse number. 2) Call the Governor's Office of Eimcrgency Services Waning Center, (8 ) 852-7350 (24 hgu rs). Erthmovin ❑ Schedule gra dtng and excavation work during dry weather. D Stabi lire all denuded arcar+, in-.horsI and maintain temporary i:ros ion controls (such ws craxsm contras faMc: or bandod fi -r matrix) until vegetatian is "tabtished. U Rt'n1wvc i xisting+ vgg�taiiun only wkli ahmrlLac ly neLciAry, and sad or ptant vegexatinn for erosim control on slorxA or where construction is nG1 i mmciliarterly plannl_ LJ Prrvrra itdinicat Brent ni igrating-offivite any l ,rotcct !srurm drain onlcts, gutters. Altctres. and drainagc courscs by in%talling and rnaintaining approprriatc BMPs, -such ai Fiber rorlls, siit fences. sediment: basins. gray:! bag,,- llcrin% Cu. LJ Keep excavated soil on site and transrer i I la dump tlrucks an site, not in the xtrevis. Contaart bated Balls 0 Ifany of the following cunditions are obscrvcd, test for conlaminaoon avd cont t the Regional Water Qulity Control Bowd. - Unu;ual s,oil t~att44Qn.€, drvgolQrati9n, or odor. - Abates ned underground ranks. - Abandoned wells - Buried barrel& debris_ oT trash. Paving/Asphalt Work U ALvaid pavrng and seal coating in wa weather or when rain is forecast, to prevent material s that have not cured tirom contacting stormwater rancoff_ U Cover stomi drain inlets 43nd manhoi s when applying sell coat, tack coat~ slurry seal, fog seal. ctc- U colleo and r ycl-: Wappmprratcly dispose of rrxcess abrmIve gravel or sand, Do NOT sweep or wash it into gutters. U Do not use water to wash down flesh asph,al!t cancmic pavement. Sawcuttiag & Asphal(Xancrete Removal U prated nearby storm drain ferric when saw cutting. Use filter fabric, catch basin in Ict film;. car grave bags to keep slurry nut of the starter drain system- U Shov 1, a'busorh, or vas: uam sa-w-cut slurry Ord Jisposc Grail Waste as Soon as you are finisbcd in one Imal iorr or of t t ie end of each woFrk day lwluOevcr i3s s�ejtll;r! ). Q Irsswcut slurry entcm a catch basin, clean it up i tmediatcl g. Concrete, Graut & Mortar Application +s.M LI Stare concrete, grout, and mortar away from storm dra.iru or waterways, and or palters under career to protect the in frorn min, runoff. and ~wind_ 0 Wash out concww cquipmenVuLwks oMilte or in a designated vwD_Anut .rear_ where die water wi 11 flow into a tcmrorary wine pit, Wd in a manner that will prcv-cnt leaching inter the underlying soil or anlo suTounding areas. Ut eoncrete harden and dispose of as garbage. 13 N hen washing exposed aggregate, prevent wwshwater ftm entering storm drains - 'Break any InI is and W-MUum gutters, hose washwaier only dirt areas, or drain ctsto a berined surface to be pumped and d�spo" ,)f pt&perly. Landscaping I] protect stmkpiled landscaping nuterials from wines and ru In by storing thorn under I" all year-vound. C7 Stack bagged irmWrial on pallets and rrsad-Ur Gov-cr. ❑ 1 iscontinwe arpplicalion -of any cutdible land ape inaterial wiiNn 2 days before a #ormasi rain eweot ov duxing wet weadwr. Painting & Paint Reinaval Painting Ora nup and Erni-oval ❑ clever clean brushes or rinse paint curxtainers into a strut, gutter, stmni dram, -or stroom. D For water-hamd paint.~, paint out brushcs to the extent poRsIbic. and rinw into a drain that gocs to the sanitary gcwu. Never pour paint down a storm drain. U For oft-1 xi pa -Intl, paint uul thrushes to the cxxent passible and cicao wiih thinner or wlvcnt iv a pr'apor Mitall'IM Filter and reuse I hinners and SOIVCnls. Dispow of excess liquids as hivzrdnus watste- ❑ Paint chips and dust from non- ardour dry ~tripping and sandd btastIng may be "Wept up rW Vol ICC in pjagtw drrnp *lK&Ls and disj o=1 of as trash - €'hernKal: #.aanc lrwfung rvsldw. and CLrp; and dv-!;t frovi m a n ne par ntF or paints cantainiag lead, mrreurY, or triLhutyltin mi-m be disposed of as hazardous waste. Lead bas'cd paint removal r quiref, a stag ceilied votitmelor. Dewal rin { r� ❑ Dil Mrges of gr-cundwatcr or emits red rue uff frum dewatenng nperati arts must be prepedy managed and ditrw ud. When possi.ble wend dcwatcring discharge to larr'dscarped area or sanitary sewer. li discharging- to die sanicary scwcr ea II your local w;ls water lrcatmen t plant, ❑i Divcri run-on water From oMitc awa) from all dtsrturtwd areas. D When dewatering, not Fy and obtain approval from ike local municipality ho-f ere discharging water to a street guttor Qr mrm #&Ifs- 1=il"t!ion or d-ivr,�iqn t]uough a basin, tank, or sediment trap may required_ ❑ in areas irf known or suspected contarrnnawn. call your local agcnL;y to delcrminc whothcr the grniund water trlust be tested. Panipod groundwater may need to k�c collected acid hauloi oft' -stile for treatrncnt anti pr-oper disposal_ CHUNG RESIDENCE 713 HOWARD AVE BURLINGAME, CA [ insite ] architecture • design • interiors 1534 PLAZA L N . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax DESIGN REVIEW Q SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 SHEET TITLE PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER BMP01 L 0 T 9 N46'E 0.06' TO PIPE c w O Z w w 0 0 O 3 L O T ] LJ ^ARREEA INACCESSIBLE WOOD FENCE % Y Y Y 1���\ x - 27.32 x 48'26'36"E- �Z 49.97' N N01 (50.00') I 10"OAK _ N 027.13 o U+ Z^ ON UwN m ap® GRD + 26.B1 N 10"CLUSTER Q ® 26.66 SET26.64 +-. Q SCRIBED+ EAVE: 26ti 26.5E CONCRETE i N Q Z�N / 3.86.72 2-rr 7 I L I � O L 0 T 1 1 LANDS OF YOUNG I 00 w I00 APN: 029-272-040 H la I Iw 0 Yi 0 w o c I Go I- �I 0 3 .. I \ I \ GIR 5+ \\ 1 2 I I I I \ � I I 31� I 1 GRID \ 25.64+ o --- - Ij vi g EAVE: t38.18 0 49.96' 1 N41'30'00"W 307.77' J. 4.00' 49.96' T OG O Xb 11 SSMH RIM: 25.02 INV:15.02 C f� ` SS (NOT SHOWN IN TRUE LOCATION) JP Ce A of �I +I� � ^ w c3 oil aN � I I I I FINISH FLOOR GARAGE: 26.95 76 26.B 7.62 SET + 26.86 6.55 SCRIBED+ L, 15.7' - Q x AVE_t38.0 26.38 0 0' 0 Z N W -H W N wrl J W Of I - N L O T 13 LOT AREA + f5,247.SQ.FT. � I ry. I U IZ w N 0 0 of UJ Z H 26.71 9. 0 N wl o z p 3 N ow p a1 N N I w N ujco ® N I N I to 03 P61 I I la I I I 29.74 I m N 5 1 .f J 26.00 . VER------------ EAVE: f 38.00 6 33 09 F L O C K 2 6 1.3' EAVE: f 47.64 m41/ RIDGE: t51.74- / 2-STORY WOOD SIDING DT- EAVE:±47.64 - - - - R I z z U I I 4r m p N I- z N z �+ Iw 3 > V Iz I- OT 1 2A !� O o a 0 L) w N LANDS OF HANDELMAN Q �N to 'i 3 La APN: 029-272-020 O o p (n +I r d '- Z o 01 al U i � la I � N N IL Q Ci KC. N O 1!2 z . I 0 I UN I S? I I-- - ----� EAVE: ±38.04 ROCK PLANTER26.28 26 06 6 As�, AD J 10 26.07 26' S" � w Q Sin CONCRETE N GB 1 3 GRD + 26.00 '11 5' GONG SIDEWALK - 1.81' +25.07 24.90 24.94 / SSCO SSCO E 1 24.93 10'&8"TREE 97 GRD Ob25.01 WM 24.83 WM E�4.93 24.89 L 4.45 --20'Cdca LG G G SET T25.15 MAG&SHINER CLRD SS 25.51+ GRAPHIC SCALE 6 0 4 B 16 3. ( IN FEET ) 1 inch = 8 ft. N A/C N to N H N j � K M U Z O U a COt�6RETE 4: DRI WAY 7W 26.90 GRD 25.97 + 2 SA 6.71 CONC. RET.WALL 26.93 co ?SR4 Q CONC. 2539 9.96 5.23 25.41 �- - �-N41'30'00"W SIDEWALK 25.40+ 6.07' 5. 1 F. 25.20 a' -� CONCH GRD CONC CONC. 0 � 2 3 APRON - 25.11 �125.10 25.27r C 24.71� .48 24. 8 24. 24. 77 L0 G 9 G -24,66 G 24.83 G INVERT 3"PVC (u BMA,CNINIFR SET O�'_ BIKE LANE HOWARD A V E N U E (70' R/W) (-176.54' LAT TO SSMH) CLRD SS A°5 fi3 SS SS + 95.76 SS SS 25.83+ (,359.77' SSMH TO SSMH) O/H O/H O/H/H O/H O/H - 25.43 25.73 _ N48'30'00"E - MONUMENT LINE PER 31 LLS 63 (4'OFFSET TO R/W) 0 G G G G G SS SS SS SS �175'r RIM: 26.32 INV:16.12 -SS 8"VCP (NOT SHOWN IN TRUE LOCATION) I z J O U w z L 0 Li m p O WO V 0 � � Q m J O i J it 0) C W N a w W Z 0 r Z Iz Ix 0 �a 4.00' SS WV FH 25.15 25.73© �YEr25.44 0 REVISION JUNE 9, 2021 - ADD CORNER MONUMENTS BOUNDARY NOTE: MONUMENTS HAVE BEEN SET AT THE PROPERTY CORNERS, AS SHOWN HEREON, AND A CORNER RECORD WILL BE FILED WITH THE COUNTY OF SAN MATEO, BASIS OF ELEVATIONS: ELEVATIONS ARE BASED UPON CITY OF BURLINGAME BENCHMARK NO.31 TBM: SET MAGETIC NAIL AND SHINER ALONG HOWARD AVENUE ELEVATION = 25.25 BASIS OF BEARINGS - THE BEARING N41'29'19"W BETWEEN TWO FOUND MONUMENT TAGS SET PER 31 LLS 63, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. LEGEND- 0 SET 3/4" BRASS TAG & TACK "LS 5454 HUTTON" O SET 3/4" IRON PIPE W/ PLASTIC PLUG & TACK "LS 5454 W/C" FOUND 3/4" IRON PIPE W/ PLASTIC PLUG & TACK "LS 5577" (SET PER 31 LLS 63) X FOUND 3/4" BRASS TAG AND TACK "LS 5577" (SET PER 31 LLS 63) FOUND CHISEL CROSS ON LOT LINE PRODUCED (NO RECORD FOUND) A/C ASPHALTIC CONCRETE BW BACK OF WALK CB CATCH BASIN CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CONC CONCRETE CO CLEAN -OUT C&G CURB AND GUTTER (STANDARD CONCRETE) DI DROP INLET EM ELECTRIC METER FD FOUND FF FINISHED FLOOR FL FLOW LINE FH FIRE HYDRANT GA GUY ANCHOR GM GAS METER GRD GROUND HCR HANDICAP RAMP INV. INVERT IP IRON PIPE JP JOINT POLE LAT. LATERAL LG LIP OF GUTTER O/H OVERHEAD P.U.E. PUBLIC UTILITIES EASEMENT RCP REINFORCED CONCRETE PIPE RET. WALL RETAINING WALL RRIGHT OF WAY S/W CO SANITARY SEWER CLEAN -OUT SSMH SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLE TBC TOP BACK OF CURB T/W TOP OF WALL U/G UNDERGROUND VCP VITRIFIED CLAY PIPE WV WATER VALVE WM WATER METER BOX -CTV- CABLE TELEVISION LINE -E- ELECTRICAL LINE -G- GAS LINE -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE -T- TELEPHONE LINE -W- WATER LINE UTILITY NOTE: THE UTILITIES EXISTING ON THE SURFACE AND SHOWN ON THIS DRAWING HAVE BEEN LOCATED BY FIELD SURVEY. ALL UNDERGROUND UTILITIES SHOWN ON THIS DRAWING ARE FROM RECORDS OF THE VARIOUS UTILITY COMPANIES AND THE SURVEYOR DOES NOT ASSUME RESPONSIBILITY FOR THEIR COMPLETENESS, INDICATED LOCATION, OR SIZE. RECORD UTILITY LOCATION SHOULD BE CONFIRMED BY EXPOSING THE UTILITY. AVERAGE SETBACK: ADDRESS DISTANCE 705 15.0' 709 16.3' 713 17.5' 717 15.0, AVERAGE: -16.0' ( - v OBERT C. HUTTO O No. LS 5454 'J a' le. *E9-30-22 xP•TU 4 e 2 O L l :• 110Ai ►li TOPOGRAPHIC SURVEY LANDS OF CHIN AND CHUNG DOCUMENT # 2021-021637 O.R. LOT 13, BLOCK 26 "LYON AND HOAG SUB. OF THE TOWN OF BURLINGAME" VOLUME 4 OF MAPS AT PAGE 26 ASSESSOR'S PARCEL NUMBER: 029-272-010 (713 HOWARD BURLINGAME) BURLINGAME SAN MATEO COUNTY CALIFORNIA SCALE: 1" = 8' JUNE, 2021 B S H SURVEYING, INC. PROFESSIONAL LAND SURVEYING 901 WALTERMIRE ST, BELMONT, CA 94002 OFFICE (650) 637-1590 JOB: 7703-21 DWG: 7703-FIN BY: E.M. DEMO. PLAN -KEYNOTES CHUNG 1. DEMOLISH EXISTING RESIDENCE AND GARAGE TO NATURAL GRADE. 2. DEMOLISH EXISTING HARD/SOFT SCAPE AS SHOWN. 3. DEMOLISH EXISTING TREE NON PROTECTED TREES ON LOT. NOTE; PROTECTED TREE PERMIT FROM THE PARKS DIVISION. RESIDENCE (558-7330) IS REQUIRED PRIOR TO REMOVAL. 4. DEMOLISH EXISTING CURB, GUTTER, DRIVEWAY AND SIDEWALK. AND REPLACE IN ACCORDANCE TO SPA N46°E 0.06' TO PIPE \ 5. UTILITY NOTE: SEWER LATERAL, WATER SERVICE, GAS AND _ _ _ �TT7 i ��rr�Tzz i ��rr77� ELECTRICAL LINES SHALL BE DISCONNECTED AT THE MAIN AND i / / I� r ^ 'a PER CITY REQUIREMENTS.) AN ENCROACHMENT PERMIT WILL BE p 1/ r,� I REQUIRED FOR THESE ITEMS. CONTRACTOR SHALL CALL "USA" TO DETERMINE ALL UTILITY LOCATIONS PRIOR TO 10"OAK '� DISCONNECTING. 3 }� z D ( ' 6. STARTING JUNE 5, 2019 ALL PROJECTS THAT INVOLVE I O m U ` co 0 I I DEMOLITION OF A BUILDING WILL NEED TO E NSURE THAT 713 H OWA R D AVE r i POLYCHLORINATED BIPHENYLS DO NOT ENTER THE STORM \ ` 1 DRAINS PER MUNICIPAL CODE 15.15 MANAGING PCBS DURING B U R L I N GAME, CA w ri I BUILDING DEMOLITION ORDINANCE. 3 I m GIRD co I (D L Q ' I� I 7. EXISTING CITY STREET TREE TO REMAIN. PROTECT PER a 0- i'/ 2 '�NI CITY REQUIREMENTS. 8. PROVIDE 10'-0" X 10'-0" ROCK ENTRY PAD AT ENTRY TO SITE 10"CLUSTER ,1 FOR ON -SITE SOIL CONTROL. 1.3' i�' I 11 it I ri I '1 'a 5 2fOj Q�(. FINISH FLOOR / i GARAGE:26.95 li ARAG 26.95 ,1 • • 1 nsi te DEMO. -GENERAL NOTES SET SCRIBED+ EAVE:±37.62 ------------ SET SCRIBED+ CONCRETE VT i77 i i i i i i �f----- 15.T-----�I GENERAL CONTRACTOR GENERAL DEMOLITION NOTES: I I' i I A. PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION architecture • design • interiors 2 i ✓i --- ��--- - CREW. Ili zi; ----� =�� �I B. ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL r 2 ELECTRICAL ITEMS TO BE REMOVED. CONSULT OWNER ON EAVE:+38_08 i LLt�i Cr 0 COLOR OF PLATE. -----� i 4L--- i 1 /A 0-1 m 1 1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY -� 3.8' _— 7 i �T 7-777 i �Tr�r 77z i i� i�r _j cc I DESIGNER OF ALL DISCREPENCIES BEFORE PROCEEDING WITH 1534 PLAZA LN. #318 WE J 11 I WORK. z BURLINGAME CA 94010 LU M iX�i w Cr I C. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. CO w c a 11 z I PROVIDE AND PLACE BRACING OR SHORING AND BE (650) 235-9566 tel. i a J CO w RESPONSIBLE FOR SAFETY AND SUPPRRT OF STRUCTURE, 11r1I Ia I ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE (650) 235-9569 fax LOT 1 3 OR INJURY. LOT AREA + ±5,247.SQ.FT. Ir i Cr I D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF ;X� I SAFTY OF THE STRUCTURE APPEARS TO BE ENDANGERED. TAKE �1 I PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT DESIGN REVIEW RESUME OPERATIONS UNTIL SAFETY IS RESTORED. ACAPPING SCHEME-2 co 1 1,', ' v E. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND w Y', w ; UTILITY SERVICES WITHIN AREAS OF DEMOLITION. PLANNING REVIEW COMMENTS-PC-1 w z ix1� I w DISCONNECT AND STUB OFF. NOTIFY THE EFFECTED UTILITY r p c0 ,,1i1 COMPANY IN ADVANCE AND OBTAIN APPROVAL BEFORE 7-20-2022 r ' v) ? rn W p i'i�1 i� STARTING WORK. w o 10C I F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED r o - c p r; W 1 I SERVICES. IDENTIFY SERVICES LINES AND CAPPING LOCATIONS m � j O 'I� 10 AN PROJECT RECORD DOCUMENTS. w z U) I G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION Ir' 1 11 ' r EL C8i ' j 0 a I OF MATERIALS BEING DEMOLISHED. IMMENDIATELY REMOVE FROM SITE. 5 6 >y l GRIDI(, '� w I H. DEMOLISH IN A ORDERLY AND CAREFUL MANNER AS Luw REQUIRED TO ACCOMODATE NEW WORK, INCLUDING THAT z REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. r' 'a 0 ci I PROTECT THE EXISTING FOUNDATIONS AND SUPPORTING - ----I� 0 I STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 'a 37�� � 6' 1 ,LL1�---/-/-------�-/ LLLL1��- �I I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE L T J -- 115 AUTHORITIES HAVING JURISDICTION. GRID , L------- - - - - - - - - - - - - - —CANTILEVER ------�------------------ - III I---- _—'� ili �TT�TTTT� EAVE:±38.00 ROCK PLANTER II J I J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, - r��r�-- -' I zzzzzl- - - -r_zzzlCONCRETE I WHERE CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, CONCRETE ,- G8 DRIVEWAY RELOCATION, NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR, PATCH, REFINISH, OR REPLACE SAID ITEMS AS J� I REQUIRED TO MATCH EXISTING AT NO CHARGE TO THE OWNER. I K. CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED GRID ���0 TO PREVENT LEAKAGE. RETROFIT EXISTING AS REQUIRED FOR I CONNECTION OF NEW PLUMBING FIXTURES. GRID GIRD I CONC. L L. A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION _ _ _ _ _ _ _ _-- ---- ___-_-_-_-_-_-_-_-_-_-_-_-_--_-_-_-_-_-_-_-_-_-_-_-_ AND DEMOLITION WASTE GENERATED AT THE SITE SHALL BE BRICK RET.WALL I CONC. DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE ---- --- --- - ----------------------------------------- ---------------------------- FACILITY PER CGC 4.408 AND SHALL COMPLY TO CITY OF BURLINGAME ORDINANCE #1704 5' CONC SIDEWALK �---- N41°30'00"VV SIDEWALK 6.07' L-1 ------------------------- LJ r------- r-----� CONC. T— �J i � � CONC GGIRDL—_—_—_— � I TBC ------------ --------------------- APRON CONC. I -I------------- ---------- ---- TBC - ---------------------- -----------------------------------------------------------------------------LG FIL J z LG---------- e� A/C (TBM) SET MAG&SHINER SHEET TITLE 7 4 EXISTING SITE DEMOLITION PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER DEMO. PLAN -LEGEND DM01 _ EXISTING TO BE DEMOLISHED. CONTRACTOR TO HAVE ENTIRE EXISTING SITE DEMOLITION PLAN SCALE: 1 /8"=1'-0" SITE UTILITIES LOCATED BY USA. IRRIGATION NOTE SITE PLAN KEYNOTES CHUNG AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL 1. LINE OF FIRST STORY SHOWN SOLID. 2. LINE OF SECOND STORY SHOWN DASHED DOT AND HATCHED. INSPECTION SHALL COMPLY WITH CGC 4.304 3. NEW DETACHED ONE CAR GARAGE /ADU SHOWN SHADED. 4. LOCATION OF GAS METER. INSTALL PER PG&E REGULATIONS 5. LOCATION OF NEW 200 AMP ELECTRICAL PANEL AND METER. PUBLIC WORKS NOTES INSTALL PER PG&E REQUIREMENTS. RESIDENCE 1'-0" S.B. LOT 14 20 13 1'-6" S.B.. 6. LOCATION FOR FIRE RISER FOR FIRE PROTECTION. COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION COMPANY 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 LOT 9 T.O. N.G. 26.70' T.O. N.G. 27.00' FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER. REFER TO APPROVED FIRE PROTECTION PLANS APPURTENANT WORK IF AREAS ARE REQUIRED TO BE ALTERED. - - - - _ N48°29'36"E 49.97' - - - - - - SEE SHEET PWA 2 SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. I I NOTE: DESIGN FOR DISCHARGE OF FIRE SPRINKLER TEST WATER 1710, THE SEWER BACKWATER (50.00') 1 TO LANDSCAPE OR SANITARY SEWER rV5A 7. LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. 3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS c? , SEE W 2780, SHEET PWA AND DETAIL 10, SHEET AD.1 AVAILABLE AT THE BUILDING DEPARTMENT COUNTER. A SEWER LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED. 1 I 8. LOCATION OF NEW WATER METER. CHANGE METER AND SIZE IN 33 ADU ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND PER 713 H OWA R D AVE 4) SEE SHEET PWA FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS x -C CITY OF BURLINGAMES PUBLIC WORKS REQUIREMENTS. U � 20 I 13 9. MAIN LATERAL FROM METER TO RESIDENCE. VERIFY SIZE OF LINE WITH FIRE PROTECTION CALCULATIONS AND APPROVED FIRE BURLINGAME, CA 5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. GAR BLOCK 2 6 F. w I PROTECTION PLANS. 6) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A o > 31 00 3 10. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR REQUIRE ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR I ADU ENTRY 22m STEP DN WATER LINE FROM CITY MAIN LATERAL TO METER.. OBTAIN ALL TO FINAL OF THE BUILDING PERMIT. 20 NECESSARY PERMITS FOR ALL WORK PERFORMED IN CITY RIGHT AWAY. QO= I _ _ p�„ 18 r 5 29 11. NEW CATCH BASIN DIFFUSER BOX PER PUBLIC WORKS STANDARD DETAIL S-2 SHEET PWA OIfj 1 I 32 PW.3 I SRETE EAVE_--- 12. NEW 4" SANITARY SEWER TO CITY MAIN AND CLEANOUT PER SITE DRAINAGE NOTE '" I RETENTION I WELL I PUBLIC WORKS REQUIREMENTS. SEE DETAIL SS-1 AND SS-2, 4" DRAINAGE LINE TVP. CONSTRUCTION WITHIN ANY CITY EASEMENT. SHEET PW.2. OBTAIN ALL NECESSARY PERMITS PRIOR TO*te 1. CONTRACTOR TO PROVIDE 4" DIA. PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC 1 30 ARTIFICIAL TURF STEP 13. 4" DIA. DRAINAGE LINE TO STORM BASIN RETENTION WELL.inSi WORKS REQUIREMENTS. TIE ALL ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY I DIRECT WATER TO ALL PLANTING AREA AND DIFFUSER BASIN. SIDEWALK AND CURB IS REQUIRED TO HAVE CITY PERMIT. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET PWA AND PW.2 6.86 �T I °" Ll 14. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. >I - < CONCRETE PAD 1 RIDGE:±51.74 REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND o I L 2-STORY WOOD SIDING SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR architecture • design • interiors PARKS DEPARTMENT 1 I ! 1 SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY w-i7ao a I I STANDARD PROCEDURES AND SPECIFICATION, (4) ANY OTHER 6 PW.2 18 UNDERGROUND UTILITY WORKS WITHIN CITYDS RIGHT-OF-WAY. 15. LOCATION OF NEW BUILDING ADDRESS. NUMBERS ARE TO BE 1. CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. 1 I I A MINIMUM OF ONE-HALF INCH STROKE BY TWO AND ONE-HALF 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330) ;j PW 1 7 1 D. _�_�, ___________________ __ INCHES HIGH, AND ARE EXTERNALLY ILLUMINATED BY LANDSCAPE 1534 PLAZA LN. #318 3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCHES FORM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. PERMIT REQUIRED FOR OAK. I� I j EAVE:±47.64 FLOOD OR INTERNALLY ILLUMINATED CONTROLLED BY SENSOR. INSTALL PER BURLINGAME CODE 18.08.050. BURLINGAME, CA 94010 (558-7330) 13 ,' 4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR STRAPS. ' I 1 I 13 THE ADU ADDRESS WILL BE AN ALPHA NUMERIC NUMBER WITH THE LETTER W AFTER THE MAIN DWELLING NUMBER. �+ + 650235-9566 tel. ( ) 5. REFER TO SHEET LA FOR ALL LANDSCAPE NOTES , i A.N.G. o 1 I T ` \ \ \\��\� \� \�� � I //'A.N.G. 26.17' �\ \ ' \ \ \ \ \ \ \ \ _ _PAVERs ,'26.22' i. IF THE ADU IS ATTACHED TO THE MAIN DWELLING UNIT. THE (650) 235-9569 fax LU I \ \ \ \ \ \ \\ \ \ \ \ \ \ �j ADDRESS NUMBER AND ADU NUMBER SHALL BE V1 S1 BLE FROM a) I I I \ \'\'� \ \ \ \ 14'-1-1/2" 1 THE FRONT OF THE HOUSE. ACCESS TO THE ADU FRONT DOOR - \ \ \ \ S.B. TO SHALL ALSO BE LABELED WITH THE ADDRESS NUMBER. LOT 11 I I I I I \ \ \ \ \• \ \ \\'\ \ \ \ \\\ \ \ \' \. .\.\ 2NDFLR I iM ii. IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE ADU DESIGN REVIEW LANDS OF YOUNG Cn \ \ \, \ \ \ ' \ • \ \. \ 11'-2-1/2" +! NUMBER SHALL BE DISPLAYED SEPARATE FROM THE MAIN I �\ \ \ \ \ \ \ \ \'\'\'\\ \:� S.B. TO > DWELLING UNIT ON EITHER A SECONDARY MAILBOX, GATE, O, APN: 029 272 040 4^srsFo �I \ \ \ \ \ \ \ \ \'\ \ \ \ \ \ ,�-� 1STFLR. I w ? w w p C LOT 1 2 A NON -MOVABLE STRUCTURE VISIBLE FROM THE STREET FRONTAGE SCHEME -2 \ \ \ \ \ \ \ '\'\ \\.\ \� = 16 > w 0 0 p LANDS OF HANDELMAN AT THE PROPERTY LTNE, AS WELL AS ON THE FRONT ENTRANCE OF THE ADU PLANNING REVIEW COMMENTS-PC-1 w T-10"S.B.TO I \ \ \ \ o �, , oC U �`! w APN: 029 272 020 Q 1. A DETACHED ADU MUST HAVE A DEFINED AND VISIBLE 7-20-2022 z w z 2NDFLR. I I ` !N%.1'V �\ \ \ \\ I ° _ U) PATHWAY LEADING TO THE ADU WITH PROPER ILLUMINATION. w > - i p ¢ p , 0 `" \ \ \ \ \ \'\ \ \ \ \\ \ \ \ \ \ \ o 0 w z r c� w p Q 2. THE MALL BOX MUST BE CONSTRUCTED BEHIND THE p w o r 1,2 I \\\ O �i o PROPERTY. L0 Q O li z 0 O +! w + PW.3 24 w I \\\\ \\\ I \ \ \. \ \ \ \. \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ i T Q iii. THE SILE AND LABELING OF THE ADDRESS NUMBERS SHALL BE w o 0 0 I I I I \ \ \ \ \ \\. \ \ \ \ \ \\ \ \ \ \ \ 2 PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES of Q , iW 20 \ '\'\'\ \ \ \ \'\\•\ \. 16. NEW FRENCH DRAIN SYSTEM PER SOILS REPORT .\.\.\.\.\.\. . \ \ \ \. '\'\ \ '\'\'\ \ \ `i I 1 2 FROM BASEMENT TO SURFACE DRANIAGE. 17.NEW 6'-0" WOOD FENCE. SEE SHEET LS.1 18. DIRECTION OF SITE DRAINAGE. SEE SURVEY. \_ fIK1�EVK PiNISLH'F�LROR=N(2B.\ '� .\.\•� 1S.B 19. SEE SHEET LS.1 FOR SITE MATERIAL AND LANDSCAPING \ \ \ \ \ \ \ \ \ \ \ \ \ \ TO I ISTFLR 1 ,' 20. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE I\:\\.\ \ \.y PROPERTY LINE WILL BE BUILT OUT OF ONE HOUR FIRE RATED CONSTRUCTION(2019 CBC, TABLE 602. 21. PROVIDE FIBER ROLL/ WATTLE AT FRONT OF PROPERTY FOR ` 5 I ❑ ❑ ss 11'-7-1/2" I I MANAGEMENT OF STORM WATER DRAINAGE DURING \\y o" , S.B. TO 2NDFLR L EAVE:±38.04 CONSTRUCTION. REFER TO BMP.1 FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING CONSTRUCTION. ----------------- U I I I ® �- I 22. LOCATION OF NEW 80 AMP ELECTRICAL SUB PANEL. EAVE:±38.18 E � 1 1 I PAVERS PAVERS I TIE BACK INTO NEW MAIN ELECTRICAL PANEL. 1 23. PROVIDE RIP RAP AT ALL GUTTER, STORM DRAIN INLET, CATCH nc�< I I ` 30 BASINS AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES. O ti I I STORMW"TER 5 RETENTION 32 ALL MEASURES TO BE IN ACCORDANCE TO BMP.1 w O z I F O 1 I l a WELL JL P .3)PAVERS 18 10 L.- - J PAVERS I 24. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS, DIRECT RUNOFF FROM NI W. 3 I DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO T. 0. N.G. W lI g SW 2 21 I TW:26.90 VEGETATED AREAS. 5.64' i I PW 1 1 25. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY, 49.96' 1 a CONC. RET.WALL THIS INCLUDES ALL EXISTING AND NEW, SUCH AS BUT NOT LIMITED 8030'00"E 49.96' - - TO, WALL, FENCE, RAILING, AND MAILBOX. SHOW ON SITE PLAN, ®■■■■■■® ■■ MONO ■■ ■MMMMOMMOMM■M■ ■■ ■MMMMMMMMMN n 25.44CONC. DIMENSION FROM PROPERTY LINE TO FACE OF CURB. ON BALBOA (50.00') T.O. N.G. AVENUE, THIS MEASUREMENT IS 11.1-FEET MEASURED FROM FACE z c' I I SIDEWALK OF CURB. 27.NOT USED U I a w I 28. THE ADU MUST HAVE A DEFINE AND VISIBLE PATHWAY a 10'&8"TREE 12 PW.2 T.O.C. LEADING TO THE ADU WITH PROPER ILLUMINATION. THE MAILBOX z 8 �ss I I 00 25.11 MUST BE CONSTRUCTED BEHIND THE PROPERTY. THE SIZE AND o LABELING OF THE ADDRESS NUMBERS SHALL BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. T.O.C. 29. LOCATION OF ELECTRICAL VEHICLE CHARGING STATION. 24.97 _ I T.O.C. INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED 10 23 rl• Ati,CiT.B GUTTER, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE SI�ALLBEREPLACED 23 WITH A RACEWAY, WIRING, RECEPTACLE, ANDELECTRICALCAPACITY TO THE EV CHARGING STATION. A MINIMUM PER CITY OF BURLINGAMESPUBLIC WORKS REQUIREMENTS AND SHEETS PW.1 208V/240V, 40 AMP CIRCUIT WITH RECEPTACLE LABELED SHEET TITLE "EVVEHICLE OUTLET" OR, ELECTRICAL VEHICLE SUPPLY 3O ❑ BIKE LANE 14 EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. SITE PLAN c�� 30. NEW SANITARY CLEANOUT PER CITY STANDARDS. SEE SHEET PWA 31. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) 32. U-0"" XU-0"" X 5-0" DEEP STORMWATER RETENTION WELL WITH SUMP PUMP TO EJECT WATER TO STREET CURB PER SOILS HOWARD AVENUE REPORT. 33. NEW SANITARY SEWER LATERAL FROM THE ACCESSORY PROJECT #: 2022-? (70' R/W) DWELLING UNIT SHALL BE CONNECTED TO THE NEW RESIDENCE LATERAL ON PRIVATE PROPERTY SIDE PER MUNICIPAL CODE DRAWN BY: 15.08.050, NO SUBLATERAL TO THE MAIN SEWER IS PERMITTED DATE: 2-2-2022 34. PROVIDE 4" DIA. PERFORATED DRAINAGE LINE WITH W/ 12" WIDE CONT. GRAVEL POCKET WITH DEPTH OF 24" DEEP PER SCALE PER SHEET SOILS REPORT WITH FILTER FABRIC AROUND ENTIRE GRAVEL POCKET. DRAINAGE LINE TO RUN PERIMETER OF RESIDENCE, GARAGE + ADU WITH SLOPE TO POSITIVE OUTFALL TO ONSITE DRYWELL RETENTION WELL. SEE DETAIL 3, SHEET PW.2 AND SHET SP. 1 DRAWING NUMBER 35. LOCATION OF EV LEVEL 1 READY SPACE: A PARKING SPACE EQUIPPED WITH A RACEWAY, WIRING, RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV CHARGING STATION. A MINIMUM 110V, 20 AMP CIRCUIT WITH RECEPTACLE LABELED "EV VEHICLEOUTLET" OR, ELECTRICAL VEHICLE SUPPLY EQUIPMENT. spol SITEPLAN SCALE: 1 /8"=V-0" PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS CHUNG A UP OF GUTTER s $ TYPICAL 5' SIDEWALK FACF OF CURB ;� SCORING DETAIL m k N.T,S. REQUIREMENTS FOR CONSTRUCTION OF RESIDENCE I SIDEWALK (4' MINIMUM) I VARIES - BACK F WALK I I SIDEWALK, DRIVEWAY, CURB AND GUTTER (UNLESS OTHERWISE APPROVED BY ENGINEER) DRIVEWAY APPROACH SEEN E 1 S S S S S 5 LEGEND _ S = SCORE LINE WPJ WpJ EJ = EXPANSION JOINT - WPJ = WEAKENED PLANE JOINT EJ EJ A SEE NOTE 18 B f 1, SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA OR 95% IN DRIVEWAY. 2. ALL DRIVEWAY 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. 713 H OWA R D AVE 6" WIDE CURB4 18" GUTTER OR MATCH EXISTING 1' MIN, OR AS DIRECTED BY TY 1' MIN. OR AS DIRECTED BY THE CITY I A.C. A.C. 1.5' TO 2.0' (TYP.} A 1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) FULL DEPTH (>YP•) OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH, I SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER) I 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION. BURLINGAME, CA DRIVEWAY (ATTACHED) PLAN VIEW N.T.S. I I PLANTING PLANTING DRIVEWAY APPROACH I STRIP (SEE NOTE 7) STRIP I N, 4. SIDEWALK SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING 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 4' MIN. VARIES 1' WIDE (MIN.) A.C. REMOVE/REPLACE DEEP GROOVE COLD JOINT 2% SLOPE �� rYP. SLOPE 8.33% MAX SLOPE 15% ° a ° TO MATCH '° ° a ExIS7tNG d ° SEE NOTE 8 TOI 95%R RELATIVE D FILL ICOMPACTED >i� r\ 6" WIDE CURB 1 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 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. lnSl *te 18" GUTTER OR MATCH EXISTING 1' MIN, OR AS DIRECTED BTHE CITY I 1' MIN. OR AY S DIRECTED BY THE CITY 1 A.C. & CONCRETE A.C. & CONCRETE A �� B 1 5'-20' (TYP) 1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE I' WIDE (MIN.) (TYP.) FULL DEPTH OF PAVING WHEN REPLACING CVRB/GUTTER OR DRIVEWAY APPROAOH, DRIVEWAY DETACHED PLAN VIEW N.T.S. \� SEE NOTE 14 SECTION A -A N.T.S. PUBLIC SIDEWALK SHALL BE IN CITY'S RIGHT-OF-WAY. A• 4'(MIN.) SIDEWALK, 29 SLOPE �� J �II s 2� �• - ufil �°F N DRIVEWAY ' 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%) ,f 1" 4"MIN, ° ° a 5" �!/\�!/.... a \,� o #4 02" DOWELS OR �/ #5 x12" DOWELS IF DIRECTED BY ENGINEER AT 18" O.C. / 1.5" MAXMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE 3" - SEE NOTE 14 SOIL OR ENGINEERED FILL. COMPACTED TO 90% RELATIVE COMPACTION #4 A2" DOWELS SECTION A -A N.T.S. 3" 1" 5' WIDE OR AS DIRECTED (SEE NOTE 2) � BY CITY ENGINEER LIP SEE & SLOPE TYP.15% 1' WIDE-A.C. REMOVE/REPLACE CONCRETE N TE 8 SLOPE AT 1/4" PER FOOT (2%) ,� MAXMAx SLOPE I5i NOTE FULL a a a j j DEPTH �� r ��i��i.. �•a�•� ° ° a SOIL R ENGINEERED NGINEE EDN ILL, COMPACTED TO 9556 \,��\/%//h/[\/ �/T/ T� ° '° SEE ���,�!<. 1.5 NOTE 14 12. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 72 HOURS. (CALTRANS SECTION 90-7) 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. 16. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS. 17. PERM TL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS IF NOT PERMITTED. 19, PROVIDE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING 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-1. 20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SMALL BE AT LEAST 12" ABOVE THE FLOW LINE OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET INTO PRIVATE PROPERTY. architecture • design • interiors 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax CURB GUTTER 1' MIN. OR AS DIRECTEDY THClTY 1' MIN. OR AS DIRECTED BY THE CITY A.C. DRIVEWAY WIDTH VARIES 2' (SEE NOTE 7) 2 INDUSTRIAL AREAS PLAN VIEW N.T.S. DESIGN REVIEW Q SCHEME-2 SECTION B-B (SEE NOTES ON SHEET 3 OF 3) N.T.S. PLANNING REVIEW COMMENTS-PC-1 APPROVED BY DRAWING APPROVED BY DRAWING 7-20-2022 APPROVED BY DRAWING HVRLi1IGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER NO. DATE SW-1 HURLINHAME SIDEWALK DETAIL, DRIVEWAY, CURB AND GUTTER NO. SW-1 BURLINiaAME SIDEWALK, DRIVEWAY, CURB AND GUTTER IN 0. DATE SW-1 DATE DEPARTMENT OF PUBLIC WORKS 8/9/2017 (2 of 3) -- _- DEPARTMENT OF PUBLIC WORKS 8/9/2017 (1 of 3) - DEPARTMENT OF PUBLIC WORKS 8/9/2017 (3 of 3) - - II A JUNCTION BOX (CHRISTY. EQUAL) BUILDING OR OBSTRUCTION7/rz SAWCUT AT SCORE MARKS MATCH BLOCK PATTERN. 24" MIN 24' MINIMUM WIDTH NOTE: 1. ALL DEVICES SHALL BE APPROVED BY USC. FROM CD a o o I I W s x6, 10 GAUGE I I DRIVEWAY $ YIELDED WIRE MESH APPROACH N SIDEWALKI I #3 REBAR 2. THE DEVICE SHALL BE INSTALLED AT THE OWNER'S PROPERTY LINE AND ADJACENT TO THE METER. COORDINATE WITH BURLINGAME WATER ON LOCATION. MAIN D 0 0 0 0 O CURB 3, BYPASS METER TO BE SUPPLIED BY CITY ACCORDING TO CURRENT FEE SCHEDULE. 4, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DOUBLE CHECK DETECTOR ASSEMBLY AND VAULT AS PART OF FIRE LINE PLANS FOR REVIEW AND APPROVAL BEFORE ACTUAL INSTALLATION. w La IZ IJ � 24" MIN {OTTER � MINIMUM ONE (1) FLAG WIDTH FROM WRAP 1' A.C. REMOVE/REPLACE A PLAN MEW SAW CUT N.T.S. 5. A REDUCED PRESSURE DETECTOR ASSEMBLY MAY BE REQUIRED FOR HIGH HAZARD CONDITIONS ACCORDING TO PLUMBING CODE. 6. BEFORE PURCHASE OR INSTALLATION, CONTRACTOR TO CONTACT COUNTY HEALTH FOR THEIR LIST P LAN B" STANDARD CURB 2-1/2" WIRE MESH 1 12" i 12" 112' I MIN OF APPROVED DEVICES FOR BACKFLOW PREVENTION. 7. DEVICES MUST BE TESTED AND CERTIFIED BY CERTIFIED COUNTY TESTER. CONTACT COUNTY FOR APPROVED LIST OF TESTERS. BYPASS METER TO BE VALVES TO BE INSTALLED BY CITY OF CHAINED AND LOCKED BURLINGAME (SEE NOTE IN OPEN POSITION NO. 3 ON SHEET 2 OF 2) MULTPLE PIPES ELEVATION N.T.S. R 8 THRUST BLOCKS SHALL CONFORM TO W-1810. 4" DEPTH WIRE MESH g. NON -STORM WATER FROM SYSTEM DRAIN PIPE SHALL BE DISCHARGED DIRECTLY INTO VEGETATED AREA, OR COLLECTED AND PROPERLY DISCHARGED INTO SANITARY SEWER. NO DIRECT CONNECTION SHALL BE MADE BETWEEN THE SYSTEM MAIN DRAIN AND THE SANITARY SEWER. 1/4* PER/FT OR MATCH EXISTING #3 REBAR � O � z SHEET TITLE PUBLIC WORKS �� JJ aIz O IJ Of CIL TYPICAL MATERIAL IS 3" P.V.C. SCHEDULE 40 PIPE INVERT TO MATCH PIPR OR CAST IRON GUTTER FLOW LINE. PIPE TO SECTION A -A BE RECESS 1/4" FROM CURB JUNCTION N.T.S. FADE. (CHRISTY, EQUAL, OR A5 APPROVED) EQUAL. I 12 MIN 36" MAX Ex GRADE R EQ. AND DETAILS MODIFY THE EXISTING 45 DEGREE ANGLE TO WIRE MESH 4-`' 60• APPRIOAMATELY 60 DEGREES, THEREBY REDUCING THE POTENTIAL DAMAGE CAUSED BY VEHICLE #3 REBAR TIRES BUMPING THE CURB. A j/��� CONCRETE BLOCK & PROJECT #: 2022-? FROM a • GRINNEL PIPE SUPPORT (FOR MAIN a ,• /�� 4" & LARGER VALVES) �� e . CONCRETE THRUST BLOCK PIPE IN ROLLED CURB N.T.S. - DIAMETER PIPE (MAX.) DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET yam; (SEE STANDARD DETAIL W-181 D FOR DETAILS) 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 ONE OR MORE OF THE FOLLOWING: ELEVATION A CHANGE TO AN OVAL PIPE; B INSTALL MULTIPLE SMALLER DIA. PIPES; 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, 'IMTH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR 00LORAl1ON. 3. ALL CONCRETE SHALL HAVE A LIGHT BROOMED FINISH, OOLORED AND SCORED TO MATCH SURROUNDING SIDEWALK. SEE SIDEWALK DETAIL DRAYIIING A-1699. DRAWING NUMBER t3iJRLtNCaAME -� DOUBLE CHECK DETECTOR - NOTES DATE NOV 2007 DRAWING NO. W-2780 DEPARTMENT OF PUBLIC WORKS 8-28-12 ADDED NOTE 9 REGARDING SYSTEM DRAIN LM DRAWN BY: FNE SCALE: SHEET APPROVED BY DRAWING CHECKED BY: NEP APPROVED BY DRAWING NONE 4 OF 4 aueurvcn"E DOUBLE CHECK DETECTOR (ABOVE GRADE) NO. ■ APPROVED BY: DATE 05/06/2016 1.._.` W-2780 (1 of 2) t3URtINGAME STANDARD CURB DRAIN NO. SW-2 DATE REVISION BY APPR. DEPARTMENT OF PUBLIC WORKS DATE 8/17/2006 DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS BURLINGAME LENGTH OF THE RISER AT 45 DEGREES (IN FEET) VERTICAL DEPTH TO LATERAL AT CLEAN -OUT (IN FEET) 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 4A 8 5.7 5.7 9 6.4 6.4 10 7.1 7.1 1' 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'-O" BELOW GRADE SEWER LATERAL TEST (AIR) CITY ORDINANCE #1329 DEPARTMENT OF PUBLIC WORKS 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 WORKSH EET" 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.BURLINGAME.ORG/INDEX.ASPX?PAGE=125. TO DOMESTIC ADDRESS: TO IRRIGATION SYSTEM HOSE BIB WITH KFLOW PREVENTION VACUUM BREAKER rASSEMBLY PE:ND: PRESSURE REDUCINGEL#: VALVE (IF NEEDED) SIZE: HOUSE VALVE SEE NOTE 4 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: SERVICE SIZE TO WATER METER: R WATER METER SIZE: IN NOTE: 1. 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-17$0 DEPARTMENT OF PUBLIC WORKS DRAWN BY: L.T. SCALE: NONE SHEET 1 OF 1 CHECKED BY: K.O APPROVED BY: FIEVISION B. AIR TEST, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABU'c FOR MAKING THE TEST EXCEPT THE PRESSURE TEST GAUGE AIR TEST ECIUIPMENT 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'-G') 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 PLUGCFD LATERAL UNTIL THE INTERNAL AIR PRESSURE REACHES 4 0 POUNDS PER SQUARE INCH GREATER THAN THE ,AVERAGE BACI< PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE AIR PRESSURE SHALL GE 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 MEASUPED 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 CAP\ TAKE PLACE WITHOUT ANY FURTHER ACTION, THE CERTIFICATION SHALL BE PLACED IN THE BUILDING DEPARTMENT FILE, THIS CERTIFICATION SHAL_ 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 EE 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 RECUIRED DEPENDING ON THE LOCATION OF THE REPAIR. A COMPLETE REPLACEMENT FROM BUILDING TO CITY CLEANOUT IS EFFECTIVE FOR 25 YEARS. A REPAIP,ED 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 O m m z 0' m n X X PRIVATE SEWER LATERAL AND TESTING PROCEDURE AND REQUIREMENTS DEPARTMENT OF PUBLIC WORKS CAI 0 m O � m Q ;u z A D r Z� nm rn-4 w a I m Z,> U) Is RE ALTERNATE 1 USE FIXTURES PRIVATE SEWER LATERAL AND TESTING PROCEDURE AND RECUIREMENTS ORDINANCE NO. 1329, WHICH WAS ADOPTED JULY 7, 1986 AND BECAME EFFECTIVE AUGUST 7, 1986 AND WAS MODIFIED BY ORD NANCE 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 BLILDING WAS CONSTRUCTED 25 ''EARS OR MORE BEFORE THE DATE OF SALE DATE OF CONSTRUCTION SHALL BE THE DATE THE BUILDING PERMIT WA`3 FINALED. IN ADDITION, TESTING IS REQUIRED IF TWO (2) OR MORE PLUMBING FIXTURL UNITS ARE ADDED TO A PROPERTY. THE FOLLOWING PROCEDURES AND REQUIREMENTS ARE ADOPTED TO IMPLFMENT ORDINANCE NO. 1329. IT SHALL BE THE OWNER'S RESPONSIBILITY TO DETERMINE IF TESTING 15 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 HE 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 CnNTRACTOR 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 -HE TIME OF THE TEST. ALL ARRANGEMENTS AND SET UP SHOULD BE COMPLETED BY THE TIME THE CITY REPRESENTATIVF ARRIVES TO WITNESS THE TEST. CALL 550-558-767U TO SCHEDULE AN APPOINTMENT, 2. EACH LATERAL IS TO HAVE A CLEANOUT LOCATED IN THE CITY RIGHT-C-F-WAY IF A CLEAN 01-T DOES NOT EXIST THEN ONE WILL BE REQUIRED TO BE INSTALLED. THE OWNER'S 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 REP 41;S AND IS NOW REQUIRED IN THE UNIFORM PLUMBING CODE. A PLUMBING PERMIT FROM THE BUILDING DEPARTMENT IS REQUIRED FOR THE CLEANOLT ADJACENT TO THE BUILDING CR ANY WORK DONE ON PRIVATE PROPERTY. 3 TESTING; WILL BE ACCOMPLISHED BY EITHER A WATER EXFILTRATION TES- 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 EGUIPMENT, 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 FOUNDATION'S GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB, DEPENDING ON CONSTH"CTION. 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 AN" FIXTURE INSIDE THE STRUCTURE LOWER THAN THE TESTING WATER LEVEL, THE CONTRACTOR SHALL HAVE TO EITHER PLUG THE FIXTURE RJR 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 15 ALLOWED FOR LONG LATERALS OR FOR LATERALS LARGER THAN THE 4-INCH MINIMUM SITE. SEE STANDARD DRAWING SS-2 (3 OF 5), PRIVATE SEWER LATERAL AND TESTING APPROVED BY DRAWING N0. MR�URUjql�3kA�ME PROCEDURE AND REQUIREMENTS - DATE 5s-2 DEPARTMENT OF PUBLIC WORKS 5/17/2006 (1 of 4) ALTERNATE 2 USF CLEAN -OUT FOUNDATION HEIGHT �2' MIN. HEIGHT OF LATERAL TEST PROCEDURE STREET OR ALLEY AREA 1a_ BUILDING MUST HAVE CITY CLEAN -OUT IN RIGHT-OF-WAY AREA, OR OWNER MUST INSTALL NEW CITY CLEAN DU T. 1 h. CITY REPLACES "P" TRAPS IN RIGHT-OF-WAY ONLY. IF 2, TO PERFORM TEST, DOUBLE PLUG IS REQUIRED BY OWNER/CONTRACTOR. 3_ AFTER TEST, CITY WILL LISTEN FOR WATER FROM TEST FIXTURE I WHEN PLUG IS REMOVED TO CONFIRM LINE IS OPEN AND NOT PLUGGED ELSE%WHERE. PLUG LATERAL AND CLEAN -OUT (PER NOTE 2 ABOVE) ALTERNATE 1 - la. USE LOWEST FIXTURE WHICH IS A MINIMUM OF 2' ABOVE THE LATERAL ELEVATION AT CLEAN -OUT lb. CHECK THE BASEMENT DRAINS OR SUMP PUMP. lc. REMOVE AND PLUG ALL ILLEGAL CONNECTIONS (i,e, ROOF DRAINS AND SUMP PUMP.) 2_ FILL FIXTURE UNTIL WATER DOES NOT DRAIN. 3. MARK WATER LEVEL. 4. SHUT OFF BUILDING WATER SERVICE DURING CITY INSPECTION TEST. 5_ WAIT 30 MINUTES AND REFILL TO MARK. 6. TEST PASSES IF WATER REFILLED IS FLUR (4) Oft LESS GALLONS FOR FOUR (4") INCH OR SIX (C) INCH LATERAL. ALTERNATE 2 -- 1_ INSTALL OR USE EXISl1NG CLEAN -OUT OR FIXTURE AT THE FOUNDATION LEVEL (FLOOR JOIST LEVEL) OR SLAB FLOOR LEVEL.I. 2. CONTINUE TEST AS IN ALTERNATE 1. CHUNG RESIDENCE 713 HOWARD AVE BURLINGAME, CA [ inSite ] architecture • design • interiors 1534 PLAZA L N . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax DESIGN REVIEW Q SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 SHEET TITLE PUBLIC WORKS REQ. AND DETAILS PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER PW02 CHUNG RESIDENCE COMPACTED GROUND NATIVE SURFAC FILL 0 713 HOWARD AVE Jo BURLINGAME, CA Uz 0 0 0 FILTER FABRIC (MI1 140N OR O O EQUIVALENT) NOT USED NOT USED NOT USED O O 0 0 0 F � 0 0 � 12 SCALE=1"=1`�0" 7 SCALE=NTS SCALE=NTS o o z inSite FILTER MATERIAL (DRAIN ROCK) (CLASS �O Q 2 PERMEABLE CALTRANS SPEC., OR �O GRATE OTHER APPROVED MATERIAL, SUCH AS 3/" DR o o architecture • design • interiors Q PERFORATED PIPE (4" MIN. DIA. , O O d . a SLOPED TO DRAIN, PERFORATIONS O DOWN, 2" -3" OF FILTER MATERIALO a BELOW PIPE C d 2" OUTLET a 1534 PLAZA L N #318 PVC PIPE TO ma d . COLLECTION a DRAIN BOX BURLINGAME, CA 94010 a ° (650) 235-9566 tel. BACK FLOW PREVENTOR DRAINAGE (650) 235-9569 fax LINE PER 12"MIN. a SUMP PUMP a PLAN PER PLAN a DESIGN REVIEW Q SCHEME-2 a d d d d a a d ° _ ad PLANNING REVIEW COMMENTS-PC-1 2-10"BASIN 6" 7-20-2022 NOT USED R NOT USED SUMP PUMP CATCH BASIN SUBDRAIN CROSS SECTION 11 SCALE=NTS SCALE=NTS SCALE=1"=1'-0" SCALE=1"=1'-0" SLOPE d SLOPE 5% AWAY FROM BUILDING LANDSCAPING TO I FOR GROUND/LANDSCAPE AREAS, DRAIN MIN. 21/ Q pa OR 2%AWAY FROM BUILDING FOR HARDSCAPE AREAS, FOR TEN FEET O Fiber Ro I t s SE-5 POP-UP EMITTE-R— z �n W UNLESS NOT PRACTICAL Z LONGITUDINAL SWAL MAY BE USE GRASSY SWALE OR OTHER :3 USED. MATERIALS TO MINIMAZE SEDIMENTS < Z D wILL 4 ,/ ,'/ir //r _ O O W Z Install fiber roll VARIES 5% VARIES Y -V ,/,%�,/�I G/,�,�/'�' II�II � along a level contour. -V 01-a 1 w (//\\) O\ O\ O\ O\ O\ /O O � Fiber rolls o� LINE OF ALL \/ \/ \/ \/ \/ \/ + SURFACE WITH O O O O O� O Oi FILTER FABRI ' O \/ O -Y Vertical spacing measured along the O O face of the slope '/' FILL TO BE 1.5 TO V varies between Install o fiber roll near 10' and 20' j slope where it transit[Drs 3" DIA. DRAIN ROCK I , into a steeper slope � O O SUMP PUPLAN MP EARTIJEN SWALE DETAIL 2 SCALE=NTS O� OC) O O O DRAINAGE TYPICAL FIBER ROLL INSTALLATION N.T.S. Q� d /I LINE PER PLAN TO a" e 4" SOLID DIA. DRAIN PIPE O STREET (MIN. 2%SLOP NOTE: ALL GRADING IS BASED OFF O O O O O O O OF THIS ARCHITECTURAL SECTION. THE ADJACENT GRADE AND GFF SHEET TITLE Fiber roll 31opo 8° min DIMENSIONS SHOWN HERE MUST BE KEPT. NOTIFY THE ENGINEER SLOPE 5/o FROM vas O O _ a BEFORE MAKING ANY CHANGES. GROUND TO BOTTOM OF SITE DETAILS E N� O O O O O , , oQOQOQOQOQO WOOD SILL. ° SLOPE 5% AWAY FROM BUILDING FOR GROUND/LANDSCAPE AREAS, PROJECT #: 2022—? L .t/4" x 3/4" wood stakes max 4' R 2%AWAY FROM BUILDINGFOR HARDSCAPE AREAS, FOR TEN FEET FIN. FLR.. UNLESS NOT PRACTICAL sp°a'ng�������� LONGITUDINAL CID LONGITUDINAL SWALES MAY BE DRAWN BY: DATE: 2-2-2022 ENTRENCHMENT DETAIL N . T. S. 5% NAT. GRD. SCALE PER SHEET 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 ADJACENT GRADE DRAWING NUMBER www.casqa.org SEE PLAN TYPICALFOUNDATION/GFF/ PW03 IBERROLL-WATTLE DETAIL DRY�TELLr RETENTION WELL GROUND SECTION V 1 SCALE=NTS 5 SCALE=1"=1'-0" SCALE=1"=1'-0" KEYNOTES CONTINUED FLOOR PLAN KEYNOTES CHUNG RESIDENCE B 34'-5" 40 " 10'-6" 16'-10" 40 7'-1 7'-9" 713 HOWARD AVE BURLINGAME, CA r-------- ------------- ---- I I I I I �n si te C? I I I I 00 0? I I I architecture • design • interiors WALL LE END G 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE. I I LADDER PROVIDE 5/8" TYP "X" ONE -HOUR FIRE RATED WALL PER CODE FOR REQUIRED I I ESCAPE WELL M 1534 PLAZA LN. #318 SEPARATION BETWEEN GARAGE AND LIVING SPACE. SHOWN DASHED. I I SUMP BURLINGAME, CA 94010 (650) 235-9566 tel. NOTE: EXTERIOR BEARING WALLS LESS I W ® BEv Q (650) 235-9569 fax THAN FIVE FEET FROM THE PROPERTY LINE �, I REF ;cn s, XI�0 w WILL BE BUILT OUT OF ONE -HOUR FIRE I RATED CONSTRUCTION (2019 CBC, TABLE �Iv§ w 602. DESIGN REVIEW 0 SCHEME-2 I EXTERIOR WALL: 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL I PLANNING REVIEW COMMENTS-PC-1 WITH BATTEN BOARD SIDING WITH I C, 7-20-2022 BATTENS 16" O.C. O/ TYVEX O/ PLYWOOD. INSULATION PER TITLE 24 CALCS. i ao PLAY AREA INTERIOR WALL: 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM. DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. M I GOLF SIMULATION AREA M EXTERIOR WALL: � �bN I LO 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL ONLY WITH STONE VENEER O/ SCRATCH `" COAT CEMENT PLASTER O/ LATH O/ 2 I / LAYERS OF GRADE 'D' BUILD. PAPER OR TYVEX O/ PLYWOOD. 4 I RETAINING WALL WITH FURRING INTERIOR / I I up() AND INSULATION SEE STRUCTURAL FOR WALL DETAILS I o 80 I I MECH. ROOM S AJEI SUMP 3vj�MPI PUMP / 1 /2 BATH �,UMPco I _ 3 I I I I I I I I I I I I I I I I o T I I 4Qz I MM O r--------I I I I SHEET TITLE L— — — — — — — — — — — — — — — 2 BASEMENT LEVEL - 1 FLOOR PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET 10'-2" 7'-9 ' 8'-5" " 5" 26'-4" 7'-1 DRAWING NUMBER 33'-10" E D C A AOO BASEMENT LEVEL FLOOR PLAN SCALE 1/4"=1'-0" RESIDENCE LOT COVERAGE CHUNG EXISTING LOT AREA: 5,247 SO. FT. MAXIMUM LOT COVERAGE: 5,247 SQ. FT. X 40% = 2,099 SQ. FT. RESIDENCE PROPOSED LOT COVERAGE: RESIDENCE/PORCH =1,673 SQ.FT. DETACHED GARAGE = 423 SQ. FT. TOTAL LOT COVERAGE = 2,096 SQ.FT. 713 HOWARD AVE BURLINGAME, CA CITY OF BURLINGAME ALLOWABLE FLOOR AREA RATIO r---------------------------- I BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 S.F. + 400S.F. I I RESIDENCE: 32 PERCENT X 5,247 SQ. FT. = 1,679 + 1,100 = 2,779 SQ, FT. • • insi te I I I DETACHED GARAGE= 397 SQ. FT. I I I architecture • design • interiors FLOOR AREA CALCULATION I I I I I I FIRST LEVEL FLOOR PLAN: 1534 PLAZA L N . #318 PUMP 1,646 SQ.FT. BURLINGAME, CA 94010 T SECOND LEVEL FLOOR PLAN : (650) 235-9566 tel. / 1°°1'S°•FT• (650) 235-9569 fax I REF TOTAL FLOOR AREA: 2,663 SQ. FT. - � / / / / / ' / • / / // ' / . / / / BASEMENT /MECH ROOM: EXEMPT 600 SQ.FT. DESIGN REVIEW 99 SQ.FT. / /// / / / / / / // / / / / • // TOTAL HABITABLE FLOOR AREA: 3,362 SO. FT. SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 COVERED PORCH: / / / / / // / / // 29 SQ. FT. SECOND LEVEL UNCOVERD DECK / • 75 SQ.FT. 600 SQ. FT. (BASEMENT LEVEL FLOOR , I / / / // / / / /. // /• /. /• / /' / �• DETACHED GARAGE: 423 SQ.FT. HATCHED) EXEMPT. I SHOWN � ) I • / / /. / • // / / / / • / / / • // \ \ DETACHED ADU: 321 SQ.FT. A 1 SUMP 99 SQ.FT. \\\\\\�� vPI �U� (BASEMENT MECH. ROOM, I I I I I I I I SHOWN HATCHED) EXEMPT. I I I I I I I I 10L o �QJ z I I I SHEET TITLE I I I L________________� BASEMENT LEVEL L------------------- j FLOOR AREA CALCULATION PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER AmOmSF BASEMENT LEVEL FLOOR AREA CALCULATION SCALE 1/4"=1'-0 KEYNOTES CONTINUED ❑ FLOOR PLAN KEYNOTES CHUNG RESIDENCE B 34'-5" 21'-6" 12'-11 " 713 HOWARD AVE BURLINGAME, CA DN i co - 6 T-0"X 8'-0"GLIDER DOORS. TEMP. GLS. I I I FAMILY ROOM n l e architecture • design • interiors WALL LEGEND CLG =9'-6" o oico o N w I I 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE. DN -PROVIDE 5/8" TYP "X" ONE -HOUR FIRE RATED WALL PER CODE FOR REQUIRED SIN I o°5 I EGRES WELL o 1534 PLAZA LN. #318 SEPARATION BETWEEN GARAGE AND N ti �0�e BURLINGAME CA 94010 LIVING SPACE. SHOWN DASHED. , (650) 235-9566 tel . NOTE: EXTERIOR BEARING WALLS LESS 36" REF. J F- (650) 235-9569 fax THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE I o RATED CONSTRUCTION (2019 CBC, TABLE _ I MUD ROOM `O 602. I CLG =9'-0" i Ifl— DW i DESIGN REVIEW 3' o"x 5' o" CSMT. I KITCHEN Q SCHEME-2 ! CLG =9'-6" EXTERIOR WALL: WINDOW 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL W/ l'-8" ; as" RANGE PLANNING REVIEW COMMENTS-PC-1 WITH BATTEN BOARD SIDING WITH FLANKERS ¢ CP 7-20-2022 BATTENS 16" O.C. O/ TYVEX O/ PLYWOOD. I i iv 00 INSULATION PER TITLE 24 CALCS. ! j DINING ROOM I 3'-0"X 5'-6" INTERIOR WALL: CLG =9' 6" COMBO 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR L CSMT. GYPSUM. FF w WINDOW DOUBLE UP 2X4 WALLS AT ALL THICKEN I OVEN WALLS. �— M D LAUNDRY EXTERIOR WALL: L LO 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL � PANTRY j ONLY WITH STONE VENEER O/ SCRATCH ce) COAT CEMENT PLASTER O/ LATH O/ 2 — — — — LAYERS OF GRADE 'D' BUILD. PAPER OR TYVEX O/ PLYWOOD. 4 PWDR. RETAINING WALL WITH FURRING INTERIOR 4'-o"X T-0" ! RM uR AND INSULATION SEE STRUCTURAL FOR - AWNING ! BATH #1 WALL DETAILS � WINDOW � � Q TEMP. GLS j s, 00 3'-0"X 5'-0" - DN BSry ! NT _CSMT. WINDOW TEMP. GLS 09 I 3 T-0"X 5'-6" CSMT. I 2'-0" DR. WINDOW EGRESS ENTRY CLG =9'-6" LIVING ROOM CLG =9'-6" I OFFICE j CV °D I CLG =9'-6" 3'-0"X 5'-6" ! M zo T��� I _CSMT. WINDOW EGRESS O s I e� Z I I SHEET TITLE PORCH EO 2 FIRST LEVELFLOOR m PLAN DN x2�Z zo°I0� mIH Xmo in - �'� Z zo°Ic)3: PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 I I SCALE PER SHEET 15'-2" 5'-11" 13'-4" 1 DRAWING NUMBER 34'-5" E D C A Aml FIRST LEVEL FLOOR PLAN SCALE 1/4"-1'-O" RESIDENCE LOT COVERAGE CHUNG EXISTING LOT AREA: 5,247 SO. FT. MAXIMUM LOT COVERAGE: 5,247 SQ. FT. X 40% = 2,099 SQ. FT. RESIDENCE PROPOSED LOT COVERAGE: RESIDENCE/PORCH =1,673 SQ.FT. DETACHED GARAGE = 423 SQ. FT. TOTAL LOT COVERAGE = 2,096 SQ.FT. 713 HOWARD AVE BURLINGAME, CA CITY OF BURLINGAME DN ALLOWABLE FLOOR AREA RATIO BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 S.F. + 400 S.F. RESIDENCE: 32 PERCENT X 5,247 SQ. FT. = 1,679 + 1,100 2,779 SQ, FT. • • lnSl e DETACHED GARAGE= 397 SQ. FT. 7. l(A�I LY F M/' / / / . / architecture • design • interiors �L �. FLOOR AREA CALCULATION 1, 646 SQ. FT. ( FIRST LEVEL FLOOR / , I / /' / / / / / / / / / / • /. / / / / . / / / / . / • DN o°� EGRESS WELL � FIRST LEVEL FLOOR PLAN: 1,646 SQ.FT. 1534 PLAZA LN. #318 SHOWN HATCHED) / / / . / / / / / / / ' / / • / l / -� - - SECOND LEVEL FLOOR PLAN : BURLINGAME CA 94010 � _ (650) 235 9566 tel. �36" RED / • / -/-. .- . • 1,017 SQ.FT. 650 235-9569 fax / up R;",o'"' TOTAL FLOOR AREA: 2,663 SQ. FT. BASEMENT MECH ROOM: EXEMPT / 600 SQ.FT. DESIGN REVIEW / / T� /KI Yl.��'I G 11 / . / QL�-9 / / / / / /' / ' / / / / / / / 99 SQ.FT. TOTAL HABITABLE FLOOR AREA: 3,362 SO. FT. SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 48"RANGE! / • / / / / / / / • / • // / / . / / / / / i� �opm / i . COVERED PORCH: X / / /* / / / / / • / / / / / XG �J'-6. / / / 29 SQ. FT. SECOND LEVEL UNCOVERD DECK o 7/ / / / �/ }� i 01 /I p 75 SQ. FT. �NT YDETACHED GARAGE: it, 423 SQ.FT. FT- �W M�// / ,� DETACHED ADU: 321 SQ.FT. / BLS NT • / / i I // / / / / / / / / /. / / /. /• / 77 /CLG= LJVIcNGF(001�!/////// 91 6„ 4,, . / O�,F FX E ' / / CLG =9 1,673 SQ.FT. p SHEET TITLE (LOT COVERAGE , / / ' / / / j / / / / / / • SHOWN SHADED) / ./•/'/ / / ./'/�/• . / // / / / ----)N FIRST LEVEL FLOOR AREA CALCULATION PLAN PROJECT #: 2022-? 29 SQ. FT. DRAWN BY: DATE: 2-2-2022 (COVERED PORCH , SCALE PER SHEET SHOWN HATCHED) EXEMPT DRAWING NUMBER Am l mSF FIRST LEVEL FLOOR AREA CALCULATION PLAN SCALE 1/4"=111 KEYNOTES CONTINUED FLOOR PLAN KEYNOTES CHUNG RESIDENCE B 40 34'-5" 40 3'-6" 40 28'-0" 40 2'-11 " 40 14'-4" 6'-5' 7'-3" 713 HOWARD AVE BURLINGAME, CA 1nS1 e FLAT ROOF _J _� architecture • design • interiors WALL LEGEND -- N 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE. -PROVRE 1534 PLAZA LN. #318 EEDRED RATEDWALLPER CODES FOR REQUIRED DECK SEPARATION BETWEEN GARAGE AND C? O BURLINGAME, CA 94010 LIVING SPACE. SHOWN DASHED. — — — 2'-6"X T-6 FLAT ROOF -- (650) 235-9566 tel. NOTE: EXTERIOR BEARING WALLS LESS 2'-6"x7'-o" FRCH DR. WINDOW (650) 235-9569 fax THAN FIVE FEET FROM THE PROPERTY LINE TEMP. GLS. C° WILL BE BUILT OUT OF ONE -HOUR FIRE ^ zlp RATED CONSTRUCTION (2019 CBC, TABLE602. / o Qlz �~ DESIGN REVIEW 2'-6" PKT. DR. --------------- P. BATH 0 SCHEME-2 EXTERIOR WALL: 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL ; PRIMARY SUITE CLG.=VOLU = PLANNING REVIEW COMMENTS-PC-1 WITH BATTEN BOARD SIDING WITH i CLG.=VOLUME L 7-20-2022 BATTENS 16" O.C. O/ TYVEX O/ PLYWOOD. INSULATION PER TITLE 24 CALCS. 0 r 3' 0"X 4' 6" COMBO CSMT. co N zo M WINDOW ! INTERIOR WALL: EGRESS ! 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM. i DOUBLE UP 2X4 WALLS AT ALL THICKEN i WALLS. WIC I 4 COMB�11 EXTERIOR WALL: CLG.=8' 6" ¢ CS WIND M F_ LO 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL i ONLY WITH STONE VENEER O/ SCRATCH N J COAT CEMENT PLASTER O/ LATH O/ 2 LAYERS OF GRADE 'D' BUILD. PAPER OR 0 / �q TYVEX O/ PLYWOOD. 0 3'-0"X 2'-0" �° — — — 4 cC in AWNING i oP. \WINDOW i RETAINING WALL WITH FURRING INTERIOR TEMP. GLS. BATH #2 AND INSULATION SEE STRUCTURAL FOR o CLG.=8'-6" WALL DETAILS EXPOSED RIDGE — — — — — — — — — — — — EXP. i 6' 0"X6' 0" IDGE COMBO o o — — — — — — — - ° STEP DN CSMT. ! TEMP. GLS. I N CLG.=VOLUME i DN 3'-0"X 4'-6"— CSMT_ WINDOW �� °� / EGRESS I 3'-0"X5'-0" CSMT. WINDOW I BEDROOM #1 j EGRESS CLG.=8'-6" F+97ATH ��. #3 2�09 BEDROOM #2 � LG.=8'-6" CLG.=8'-6" O °9 O RI GE _._._.�._._._ I oP min o _._ _ I I _._._._.--._._._ _. SHEET TITLE x2.2o �o� C 2 O � i.� OI (n f0 SECOND LEVEL FLOOR I O ('3 N=i�� I x Cr �� w I 1 PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET 5" 3'-6" 40 11'-8" 1 5'-6" 2'-5" 10'-11" I 30'-6" DRAWING NUMBER 34'-5" E D C A A 2 SECOND LEVEL FLOOR PLAN SCALE 1/4"=1'-0" RESIDENCE LOT COVERAGE CHUNG EXISTING LOT AREA: 5,247 SO. FT. MAXIMUM LOT COVERAGE: 5,247 SQ. FT. X 40% = 2,099 SQ. FT. RESIDENCE PROPOSED LOT COVERAGE: RESIDENCE/PORCH =1,673 SQ.FT. DETACHED GARAGE = 423 SQ. FT. TOTAL LOT COVERAGE = 2,096 SQ.FT. 713 HOWARD AVE BURLINGAME, CA CITY OF BURLINGAME ALLOWABLE FLOOR AREA RATIO BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 S.F. + 400 S.F. RESIDENCE: 32 PERCENT X 5,247 SQ. FT. = 1,679 + 1,100 = 2,779 SQ, FT. • *te inSi DETACHED GARAGE= 397 SQ. FT. J architecture • design • interiors FLOOR AREA CALCULATION 75 SQ. FT. do FIRST LEVEL FLOOR PLAN: 1,646SQ.FT. 1534 PLAZA LN. #318 �. BURLINGAME, CA94010 (SHOWN HATCHED) // / / / / / / // / SECOND LEVEL FLOOR PLAN: (650) 235-9566 tel. ' 1,017 SQ.FT. (650) 235-9569 fax - - 11 TOTAL FLOOR AREA: 2,663 SQ. FT.F7 \ \ \\ \ \ \ \ \\ \ \ \\ \ \ BASEMENT / MECH ROOM: EXEMPT - I \ \ \ \ 600 SQ.FT. 99 SQ.FT. DESIGN REVIEW \ \ � EATH\ i \ \ \\ • \ \ \ \ \ \ . \CLQ�=V6LU \ . \ \ \ \ \ I TOTAL HABITABLE FLOOR AREA: 3,362 SQ. FT. SCHEME-2 \ R1MARY\S IT \ \ \ GG.�i(OLUM \ \ \ \ I \ PLANNING REVIEW COMMENTS-PC-1 7-20-2022 \ \ \ \ . \ \ \\ \ .\ \\ \ •\ \ '\ � I \ COVERED PORCH . .\ •\ .\\ • I \ \ \ \ \ \ \ \ \ \ \ I 29 SQ. FT. f\ \ \ \ \ \ \ \ \ \ \ \ \ 1 017 SQ.FT. \ \ \ \ \ I SECOND LEVEL UNCOVERD DECK . 75 SQ.FT. � \ \ � \ \ (SHOWN HATCHED) DETACHED GARAGE: \ \ \ 423 SQ.FT. DETACHED ADU: \ \ \ \BAT #�� . 321 SQ.FT. \ LG\8 \ \ \ \ \\ \ TEP N i \ \ \ \ C G. V/OLU \ I EnRObM #1 B TH#3 \ \ \ \I H1 SHEET TITLE SECOND LEVEL �J FLOOR AREA CALCULATION PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER A020SF SECOND LEVEL FLOOR AREA CALCULATION PLAN SCALE 1/4"-1'-0� ROOF PLAN KEYNOTES CHUNG 1. STANDING SEAM METAL ROOFING SYSTEM 2. GUTTERS: -SIZE: 4-1/2" OG -DOWNSPOUT: 4" SQ. TIE INTO ON -SITE DRAINAGE LINE TO DRY WELL PER SHEET SP.1. RESIDENCE B 3. ROOF FLASHING 24 GA. G.I. FLASHING AT ALL ROOF 24 GA. G.I. FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. 4. LINE OF WALL BELOW EAVE AND RAKE. 5. WOOD COLUMN PER PLANS. 6. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR LOCATION AND ANGLE. 713 H OWA R D AVE 7. FLAT ROOF: SLOPE"MIN. MIN SLOPE MATERIAL:: TORCH DOWN ROOFING MATERIAL WITH PEA GRAVEL TOP B U R L I N G A M E, C A 5 COVER COLOR VARIETY OF TANS 8. GALVANIZED 6"X12" SQUARE LOW PROFILE GRAVITY ATTIC VENTILATORS: FINISH: PRIME AND PAINT TO MATCH ROOF G V 9. DRAIN AND OVERFLOW SCUPPER. POSITIVE SLOPE DRAIN WITH CONDUCTOR BOX n S1 e S SLOPE ♦ F FLAT ROOF ♦ —SLOPE— � 9 TO DRAIN TO DRAIN -� architecture • design • interiors 5 \ � ❑5 1534 PLAZA L N . #318 DECK 5 BURLINGAME, CA 94010 2 FLAT ROOF (650) 235-9566 tel. 2 (650) 235-9569 fax 2 —— F__1 T LLU 5 DESIGN REVIEW 01 ♦8_12 SLOPE I w� L9 <<�� _ Q SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 8:12 � 4 �SUE SOLAR RIDGE PANEL 4 4 T o SOLAR PANEL 3 4 o �� — . co �V SOLAR PANEL 6 2 8:12 w SLOPE♦ o — PAONER w 4 < — — — — � Ndl 2 J + RIDG ♦w w a. rIa CIO %1�11 8:12 01 �y �SILOPE I cf) <<F� r 3 1 RIDGE 2 t 8:12 SLOPE a---- 01 N 00 JP�� O RI GE 2 LL SHEET TITLE LU °i 2 ROOF LEVEL PLAN I I I PROJECT #: 2022-? 2 1 2 DRAWN BY: DATE: 2-2-2022 I I SCALE PER SHEET DRAWING NUMBER E D C A A03 ROOF LEVEL PLAN SCALE 1/4"=1'-y E D C A 36 16 AD.4 AD.2 — - — - — - — - — - — - ��', I p I II III I II I Jam/ le I I I 7FwLi i[l]l rill I -2ND FIN. FLR. - - 4,0 �T0 0AD.�0 LU 4.N.G. = 26.17' I 29 12 `8 29 71 I 13 O N I I I 40 � � 34 33 40 I I AD.4 I I AD.3 AD.3 AD.4 I I o T I I ( I I FIN. FLR.=17.00' I J 32 D.3 a i MAX. OVERALL HEIGHT = 54.97' - _ OVERALL RIDGE =54.10' DBL. PLATE _ T.O. DOOR ± WINDOWS 2ND FIN. -FLR. -DBL. TOP PLATE - T.O. DOOR ± WINDOWS 1ST FIN_ A.N.G. = 26.22' A.T.C.= 24.97' � o 0 -IN N 0 0 M ELEVATION -KEYNOTES 1. STANDING SEAM METAL ROOFING SYSTEM STYLE: RIBBED COLOR: TBD 2. EXTERIOR FINISH: STYLE: BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD SPACING: BATTENS AT 16" O.C. TEXTURE: SMOOTH -COLOR:TBD PAINT MANUFAC; TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL FINISH: KYNAR STYLE: AS SHOWN -COLOR:TBD 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD -COLOR:TBD PAINT MANUFAC; TBD -SEE DETAIL ?, SHEET ? 5. ILLUMINATED ADDRESS BY PER BURLINGAME REQUIEMENTS 6.-TRIM HEAD AND JAMB SURROUND SIZE: VX 3-1/2" -CAPSIZE: 1" X 2" WITH METAL DRIP SILL SIZE: 1" X 2" SILL WITH 1" X 4" APRON STYLE: TRADITIONAL ALUMINUM CLAD WOOD WITH SIMULATED TRUE DIVIDED LIGHTS. EXTERIOR: ALUM CLAD. COLOR TBD GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR: PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER. CONSULT OWNER. -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR: TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 8. LINE OF BASEMENT BELOW 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. SIZE: 1'4' SHAFT WITH BASE AND CAP COLOR: TBD MANUFAC; -TURNCRAFT OR EQUAL 10. NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC:TBD -COLOR:TBD 11. ALUMINUM CLAD GARAGE DOOR. 12. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR LOCATION AND ANGLE. 13. DECORATIVE WOOD KNEE BRACES PER DETAIL 14. NEW WOOD GARAGE DOOR WITH TRUE SIMULATED DIVIDED LIGHTS.. POLLUTANT CONTROL CGC NOTI 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS PER CGC 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.3. 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY COMPLIANCE WITH VOC FINISH MATERIALS PER CGC 4.504.2.4. CHUNG RESIDENCE 713 HOWARD AVE BURLINGAME, CA [ inSite ] architecture • design • interiors 1534 PLAZA L N . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax DESIGN REVIEW Q SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 SHEET TITLE ELEVATIONS PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER 1 --PROPOSED-FRONT --NORTH ELEVATION SCALE: 1 /4"=1'-0" A04 ELEVATION -KEYNOTES 1. STANDING SEAM METAL ROOFING SYSTEM STYLE: RIBBED CHUNG COLOR: TBD 2. EXTERIOR FINISH: STYLE: BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD RESIDENCE SPACING: BATTENS AT 16" O.C. TEXTURE: SMOOTH -COLOR:TBD PAINT MANUFAC; TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL FINISH: KYNAR STYLE: AS SHOWN -COLOR-.TBD 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS 713 H OWA R D AVE MATERIAL: WOOD COLOR: TBD PAINT MANUFAC; TBD BURLINGAME, CA -SEE DETAIL ?, SHEET ? 5. ILLUMINATED ADDRESS BY PER BURLINGAME REQUIEMENTS 6.-TRIM HEAD AND JAMB SURROUND SIZE: 1"X 3-1/2" -CAPSIZE: 1" X 2" WITH METAL DRIP SILL SIZE: 1" X 2" SILL WITH 1" X 4" APRON STYLE: TRADITIONAL ALUMINUM CLAD WOOD WITH SIMULATED TRUE DIVIDED LIGHTS. EXTERIOR: ALUM CLAD. COLOR TBD -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED * 1 2 3 4 5 6 INTERIOR: PRIMED, PAINT READY. inSi te DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER. CONSULT OWNER. architecture • design • interiors -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED 12 -COLOR: TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 1534 PLAZA L N . #318 8. LINE OF BASEMENT BELOW BURLINGAME, CA 94010 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. (650) 235-9566 tel - r r r L - -SIZE: V-4" SHAFT WITH BASE AND CAP . � -COLOR:TBD (650) 235-9569 fax � MANUFAC; 1 I -TURNCRAFT OR EQUAL L_ I I - - J L _ _ _ J L _ _ J 10. NEW FLOOR VENTS: -SIZE" 6" X 14" -MANFAC:TBD DESIGN REVIEW -COLOR:TBD - T 11. ALUMINUM CLAD GARAGE DOOR. SCHEME-2 12. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. PLANNING REVIEW COMMENTS-PC-1 I I II I I I I 1 AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR LOCATION AND ANGLE. 7-20-2022 II I I 13. DECORATIVE WOOD KNEE BRACES PER DETAIL II I I I I I I 30 AD.3 14. NEW WOOD GARAGE DOOR WITH TRUE SIMULATED DIVIDED LIGHTS.. 1 II II I I II1 1II I I I I I I I I I I I I I I I I 1 11 I2T- I I I I I I I I I I 1 I I I I I I I - - - - - - - I L-L 7 I II IF - I I L I I I I I I 1 1 -- O Z J �e - LLB SHEET TITLE ELEVATIONS POLLUTANT CONTROL CGC NOT PROJECT #: 2022-? 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC DRAWN BY: LIMITS PER CGC 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SHALL MEET THE DATE: 2-2-2022 PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER SCALE PER SHEET REQUIREMENTS PER CGC 4.504.2.3. 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY COMPLIANCE WITH VOC FINISH MATERIALS PER CGC 4.504.2.4. DRAWING NUMBER A05 2--PROPOSED-RIGHTSIDE--WEST ELEVATION SCALE:1/4"=V-0" ELEVATION -KEYNOTES 1. STANDING SEAM METAL ROOFING SYSTEM STYLE: RIBBED CHUNG COLOR: TBD 2. EXTERIOR FINISH: STYLE: BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD RESIDENCE SPACING: BATTENS AT 16" O.C. TEXTURE: SMOOTH -COLOR:TBD PAINT MANUFAC; TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL FINISH: KYNAR STYLE: AS SHOWN -COLOR:TBD 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS 713 H OWA R D AVE MATERIAL: WOOD COLOR: TBD PAINT MANUFAC; TBD BURLINGAME, C A -SEE DETAIL ?, SHEET ? 5. ILLUMINATED ADDRESS BY PER BURLINGAME REQUIEMENTS 6.-TRIM HEAD AND JAMB SURROUND SIZE: 1"X 3-1/2" -CAPSIZE: 1" X 2" WITH METAL DRIP SILL SIZE: 1" X 2" SILL WITH 1" X 4" APRON STYLE: TRADITIONAL ALUMINUM CLAD WOOD WITH SIMULATED TRUE DIVIDED LIGHTS. EXTERIOR: ALUM CLAD. COLOR TBD GLAZING :DUAL GLAZED SIMULATED TRUE DIVIDED * A C D E -INTERIOR: PRIMED, PAINT READY. inSi te DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER. CONSULT OWNER. architecture • design • interiors -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR: TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. .11. 1534 PLAZA L N . #318 MAX. OVERALL HEIGHT = 54.97' OVERALL RIDGE=54.10'_ � � 8. LINE OF BASEMENT BELOW BURLINGAME, CA 94010 - - _— 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. (650) 235-9566 tel 12 -SIZE: 1'4' SHAFT WITH BASE AND CAP . 8' - -COLOR: TBD (650) 235-9569 fax -- -------------------------- -- MANUFAC; -TURNCRAFT OR EQUAL iV' 10. NEW FLOOR VENTS: -- T1SIZE" \ 6" X 14" MA FAC:TBD DESIGN REVIEW 1 - _ DBL. PLATE _ _ _ T.O. DOOR + WINDOWS — All1 ` FriLOCATION II T I �\ 11. ALUMINUM CLAD GARAGE DOOR. 12. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR AND ANGLE. SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 II I 13. DECORATIVE WOOD KNEE BRACES PER DETAIL io o ao F_ � I II I I � 14. NEW WOOD GARAGE DOOR WITH TRUE SIMULATED 0 o � i I II 1111 i1 I I � DIVIDED LIGHTS.. ch I I IIIII I 111111 I I IIII IIII IIIII I I` � � Fr - � /� IIIII IIII IIIII 1 1 T 1� T 2ND_ FIN. FLR. - 45 45° - - 2ND FIN. FLR.- riN I `" T.O. DOOR + WINDOWS I 0 o 14 12 z z_ AD.2 AD.2 O °O _ J IJ I�_ q 1 q I_ 28 13 LU N N LU AD.2 AD.2 00 0 Cc 1 ST FIN. FLR_ = 28.00' _ _ I I 1 I I _ 1 ST FIN. FLR._= 28DO0� A.N.G. = 26.22' - II I _ _ A.N.G._= 26.17- A.T.C.= 24.97' - - - I I I I �10 I I I I 10 I I I I I I I I I I I I I I I I o - I I I I I I I I I I I I O I I I I I I I I �Qo z I I I BASEMENT FIN. FLR.=17.00' I L I - SHEET TITLE ELEVATIONS POLLUTANT CONTROL CGC NOT PROJECT #: 2022-? 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC DRAWN BY: LIMITS PER CGC 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SHALL MEET THE DATE: 2-2-2022 PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER SCALE PER SHEET REQUIREMENTS PER CGC 4.504.2.3. 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY COMPLIANCE WITH VOC FINISH MATERIALS PER CGC 4.504.2.4. DRAWING NUMBER REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS. A06 3--PROPOSED-REAR SOUTH ELEVATION SCALE:1/4"=V-0" ELEVATION -KEYNOTES 1. STANDING SEAM METAL ROOFING SYSTEM STYLE: RIBBED CHUNG COLOR: TBD 2. EXTERIOR FINISH: STYLE: BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD RESIDENCE SPACING: BATTENS AT 16" O.C. TEXTURE: SMOOTH -COLOR:TBD PAINT MANUFAC; TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL FINISH: KYNAR STYLE: AS SHOWN -COLOR:TBD 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS 713 H OWA R D AVE MATERIAL: WOOD COLOR: TBD PAINT MANUFAC; TBD BURLINGAME, C A -SEE DETAIL ?, SHEET ? 5. ILLUMINATED ADDRESS BY PER BURLINGAME REQUIEMENTS 6.-TRIM HEAD AND JAMB SURROUND SIZE: 1"X 3-1/2" -CAPSIZE: 1" X 2" WITH METAL DRIP SILL SIZE: 1" X 2" SILL WITH 1" X 4" APRON STYLE: TRADITIONAL ALUMINUM CLAD WOOD WITH SIMULATED TRUE DIVIDED LIGHTS. EXTERIOR: ALUM CLAD. COLOR TBD GLAZING :DUAL GLAZED SIMULATED TRUE DIVIDED * 6 5 4 3 2 1 INTERIOR: PRIMED, PAINT READY. lnSl te DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER. CONSULT OWNER. architecture • design • interiors -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR: TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 1534 PLAZA L N . #318 8. LINE OF BASEMENT BELOW BURLINGAME, CA 94010 - - 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. -SIZE: 1'4' SHAFT WITH BASE AND CAP (650) 235-9566 tel . r COLOR: TBD (650) 235-9569 fax MANUFAC; -TURNCRAFT OR EQUAL 10. NEW FLOOR VENTS: 12 812 -SIZE" 6" X 14" DESIGN REVIEW -COLOR:TBD T - 11. ALUMINUM CLAD GARAGE DOOR. SCHEME-2 j II 12. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. PLANNING REVIEW COMMENTS-PC-1 I I I I I I I I AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR LOCATION AND ANGLE. 7-20-2022 I I 13. DECORATIVE WOOD KNEE BRACES PER DETAIL 14. NEW WOOD GARAGE DOOR WITH TRUE SIMULATED I I I I I I I DIVIDED LIGHTS.. I 12 8 I I � � I � tu I I I 10 10 I I I I I I I I I I 10 I I I I I I I I I I I I 10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O �Qo z I J SHEET TITLE ELEVATIONS POLLUTANT CONTROL CGC NOT PROJECT #: 2022-? 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC DRAWN BY: LIMITS PER CGC 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SHALL MEET THE DATE: 2-2-2022 PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER SCALE PER SHEET REQUIREMENTS PER CGC 4.504.2.3. 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY COMPLIANCE WITH VOC FINISH MATERIALS PER CGC DRAWING NUMBER 4.504.2.4. REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS. A07 4NPROPOSED-LEFTSIDE--EAST ELEVATION SCALE:1/4"=V-0" DECORATIVE ALUMINUM GRATE USING DECO. MEDALLION. MANUFAC: DECORATIVE IRON" PRODUCT: NO. 64 ALUM. PRIME AND PAINT BLACK. TEL: 888.380.9278 WEB: WWW.DECORATIVEIRON.COM NOTE: CONTRACTOR TO MAKE FRAME TO RECEIVE DECO. PANEL P4EGES_ LINE OF RETAINING LEDGE BELOW ESCAPE WELL WITH 2 PIECE REMOVABLE METAL GRILLES PROVIDE RELEASE MECHANISM OPENABLE FROM INSIDE WITHOUT KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT,CAL AT BOTH WELLS. LINE OF RETAINING BELOW LINE OF RETAINING WALL BELOW LINE OF ANGLE IRON. A 2" SQUARE METAL FRAME PRIMED AND PAINTED. WELD 2" SQ. MESH TO UNDERSIDE OF TUBING. TYP. PLAN VIEW ESCAPE WELL WITH 2 PIECE REMOVABLE METAL GRILLES PROVIDE RELEASE MECHANISM OPENABLE FROM INSIDE WITHOUT KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. TYPICAL AT BOTH WELLS. DECORATIVE ALUMINUM , GRATE USING DECO. ' MEDALLION. , MANUFAC. DECORATIVE 2 1/2" X 2 1/2" "L" iron" ANGLE WITH PRODUCT: NO. 64 ALUM. 5/8" LAG BOLTS @ PRIME AND PAINT BLACK. = E 12" O.C. INTO TEL: 888.380.9278 '' 0 CONIC. WALL WEB: �� Ir WWW.DECORATIVEIRON.COM 7777 cn NOTE: CONTRACTOR TO ' ' w LU MAKE FRAME TO RECEIVE , ', Cn METAL LADDER DECO. PANEL PIECES. GRADE' � ESCAPE WELL 4„ STONE VENEER OVER C7 z MORTAR WITH APPROVED z 6" MAX. WIRE ANCHORIN < w EGRESS LADDER .25 THICK WELDED METAL BRACKET W/ 5/8" LAG BOLTS TOP & BOTT. OF BRACKET SECTION A ESCAPE WELL U D w rn w w Cl) J J >Q z O Q 0 z O LL U rn w w U) J J z O 0 z O w SCALE=1 "=V-0" LISTING GRADE GRATE E) TING RADE 2" OUTLET a ° D PVC PIPE TO d z COLLECTION a CO Q DRAIN BOX da 9 BACK FLOW a DRAINAGE PREVENTOR LINE PER ° c PLAN a SUMP PUMP PER PLAN ° a a 4 d a 2'-0" BASIN 6" SUMP PUMP CATCH BASIN 5/8" THICK. TYPE'X' 1-HOUR RATED WALL 5/8" THICK. TYPE 'X' GYP. BD. 2x STUDS @ 16" O.0 CONDUIT, PIPES OR ANY PENETRATION MIN. 1-HOUR FIRE RATED CAULKING. TYP. BOTH ENDS SCALE=1 "=V-0" (ELEVATION) INTERIOR GUARDRAIL 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. 1 1/4" 2" A B 1 1/2" *HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1 %4" NOR MORE THAN 2" CROSS -SECTIONAL DIA. DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS. X 1/2" /2" 1/2" 1/2" r; 11" 10" MI (ELEVATION) 1 2 1/4" Ir 00 co N (HANDRAIL) E HANDRAIL PRESSURE GAGE MAIN WATER LINE TO RESIDENCE WATER LINE TO FIRE PROTECTION RISER. SEE FIRE PROTECTION PLANS USC APPROVED -DOUBLE FOR REQUIRED CONNECTION. CHECK VALVE ASSEMBLY wL z DCVA J CD SHUT OFF VALVE FOR IRRIGAT IRRIGATION WATER VALVE 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. CONIC. STEDBL. CCK. VALVE ASSEM. (DCVA)PS LESS THAN 4" T AN DECORATIVE MC @ STAIR CASE 5/8" DIA. M.B. W/ O.D. WASHER. 2X BLOCKING (SECTION) SCALE=1 "=V-0" SCALE=1 "=V-0" LINE OF 6-8" MIN. HEADROOM HEIGHT INTERMEDIATE POST TYP. AT P 6-0" MAX. DECORATIVE HANDRAIL DECORATIVE BASE MOLDING @ INTER. POSTS AND NEWEL POST. DECORATIVE BALUSTERS. TREADS AND RISERS TO MATCH FOYER FLOOR MATERIAL. TYP. G Q . D d � a d D < 6 �1 x a RETAINING WALL .D ' RETAINING WALL D Dd Aa n Da oe D 5/8" THICK SHEETROCK OVER 1-1/2" METAL "Z" FURRING CHANNELS AT 16" OR O.0 WITH MIN. R-13 RIGID INSULATION. OVER WATERPROOFING VAPOR BARRIER AT RETAINING WALL 5/8" THICK TYPE "X" SHEETROCK OVER 2X4 P.T.D.F. FURRING CHANNELS AT 16" O.0 WITH MIN. R-13 RIGID INSULATION. OVER WATERPROOFING VAPOR BARRIER AT RETAINING WALL FURRING AT RETAINING WALL R JOISTS 5/8" TYPE "X" GYP. BD. 1-HR. R RATED C LG/F LOO R STAIR TO LAND STAIR FLOOR (2) CHUNG RESIDENCE 713 HOWARD AVE BURLINGAME, CA ALE=NTS � * 1n 1 te architecture • design • interiors SCALE=1 "=V-0" KEY NOTES: 1. DOUBLE JOIST OR HEADER 2. PLYWD SUBFLOOR OR EQUAL 3. APPROVED METAL HANGERS 4. 3/4" PLYWD THREADS & RISERS OR EQUAL 5. 5/8" TYPE'X' GYPBD, WHERE UNDERSIDE OF STAIR IS ACCESSIBLE, TYPICAL 6. 412 STRINGER AT 12" O.C. SCALE=1 "=1'-0" KEY NOTES: 1. DOUBLE JOIST OR HEADER 2. PLYWD SUBFLOOR OR EQUAL 3. APPROVED METAL HANGERS 4. 3/4" PLYWD THREADS & RISERS OR EQUAL 5. 5/8" TYPE 'X' GYPBD, WHERE UNDERSIDE OF STAIR IS ACCESSIBLE, TYPICAL 6. 4x12 STRINGER AT 12" O.C. SCALE=NTS KEY NOTES: 1. 3/4" PLYWD PRESSURE TREATED TREADS & RISERS OR EQUAL 4x12 STRINGER AT 12" O.C. 2X6 P.T.D.F. THRUST PLATE ATTACH TO CONCRETE SLAB CONCRETE SLAB ON GRADE STAIR TO CONCRETE SLAB 1534 PLAZA L N . #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax DESIGN REVIEW Q SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 SHEET TITLE DETAILS PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER AD01 SCALE=NTS SCALE=1 "=V-0" SCALE=1 "=V-0" CHUNG C I WINDOW TYP. PER PLANS AND SPECIFICATIONS. 2"-) 2„ - - -- - MIN. MIN. I INSTALL PER MANFAC. RECCOMEMDATIONS. RESIDENCE LAP B HEADER TRIM CA-P--- SILL PIECE ALUMINUM DRIP FLASHING. PAINT H R TO MATCH TRIM. PE AN A 1X3-1/2 HEADER CASING-----_ 2X SILL INTERIOR FINISH STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY SQUARE EDGE 713 H O WA R D AVE WATER-RESISTANT PAPER UNDER THE SILL STRIP. CUT ANY DRYWALL EXCESS WATER-RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES.) INSTALL SUCCEEDING TERMINATION. 1 X3 APRO 2X WALL B U R L I N G A M E CA COURSES OF WATER-RESISTANT PAPER (B,C, etc.) OVER JAMB AND HEAD FLANGES IN SINGLE -BOARD FASHION. (STEP 4) WINDOW TYP. PER PLANFACTORY JAMB AND SPECIFICATIONS. EXTENSION. INTERIOR FINISH INSTALL PER MANFAC. RECCOMEMDATIONS. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING INDUSTRY STANDARDS AND PRACTICE. NO ATTACHMENT DEVICES NOR THE NOT USED NOT USED WIRE BACKING SHOULD COVER OR PENETRATE FLASHING OPENINGS MUST COVER WIREMATERIAL. PERIPHERAL HING AT BACKINGLL EDGES OF WALL - SCALE=3"=1' 0" - SCALE=3"=1' 0" 1 WINDOW HEAD 15 WINDOW SILL SCALE=3"=1'-0" in 1 e SCALE=3"=1'-0" INTERIOR FINISH SQUARE EDGE architecture • design • interiors DRYWALL 2X WALL I BATTEN BOARD TERMINATIO FACTORY AND SIDING 3/4" X 3/4" BASE CAP INTERIOR FINISH JAMB XTENSION. INTERIOR FINIS 1 4 PLAZA L N. 1 Q 53 #3 8 3/4" X 5-1/2" BASE BOARD SILL I 2X2 WATER TABLE BURLINGAME, CA 94010 2X WALL FRAMING 2 2 H ER PE AN I ALUMINUM DRIP (650) 235-9566 tel. FLASHING. PAINT TO MATCH TRIM. (650) 235-9569 fax APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING, WINDOW 1 X3-1 /2 HEADER CASING DESIGN REVIEW WITH FLANGES OVER THE INSTALLED FLASHING MATERIAL. AFTER WINDOW IS PLACED, INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE. THIS IS ANOTHER STRIP OF FLASHING SQUARE EDGE DRYWALL DRIP MATERIAL AT LEAST 9" WIDE. SILL TERMINATIO 2X FLOOR JOIST PER PLANS iX3-1/2 JAMB CASIN (STEP 3) Q SCHEME-2 WINDOW TYP. PER PLANS AND PLANNING REVIEW COMMENTS-PC-1 NOTES: SPECIFICATIONS. SECTION 1402.2 OF THE UNIFORM BUILDING CODE STATES, INSTALL PER MANFAC. 7-20-2022 "EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE RECCOMEMDATIONS. FLASHED IN SUCH A MANNER AS TO MAKE WATERPROOF." THE FOLLOWING PROCEEDURE IS RECOMMENDED TO ACHIEVE THIS INTENT IN THE FLASHING OF PENETRATIONS TO INCLUDE, BUT NOT LIMITED TO, WINDOWS, DOORS, VENTS, ETC. PENETRATION FLASHING MATERIAL MATERIAL FOR FLASHING SHALL BE BARRIER COATED REINFORCED FLASHING MATERIAL NOT USED BASEBOARD WINDOW JAMB D 00 R HEAD AND SHALL PROVIDE FOR 4-HOUR MINIMUM PROTECTION FROM 1 WATER PENETRATION WHEN TESTED IN ACCORDANCE WITH SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-0' SCALE=3"=1'-O" ASTM D 779. FLASHING MATERIAL SHALL CARRY CONTINUOUS IDENTIFICATION. SEALANT SHALL BE BUTYL TO COMPLY WITH FED. SPEC. TT-S-1657. LAP SIDING OVER BUILDING TYVEX WRAP OVER PLYWOO RVw WENT LOCV ABCNE FIXTURE DRAIN MLET - - - - - - - - 2X WATER TABLE I US E UWUM Gg FITTIMG9 9EL011 FL a PI�� SQUARE EDGE FL�KD RjM DRYWALL - - - - * TERMINATIO . ALUMINUM DRIP - - --- INTERIOR FINISH _ FLASHING. PAINT - - - - TO MATCH TRIM. CL F-ANC7.�T 2 _ _ _ _ MIN. FIXTURE DI�rtiil'� Ae LAP- _ - - I 2 6 C-LILET ': E�+T IN i 2X WALL FRAMING 2 2 SHIM SPACE IF DL--T U RF, DFEAIN OR FRAME - - - - - - - I LELNUH �CA AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS (SIDE OF OPENING) AT LEAST 9" WIDE WITH INSIDE EDGE OF FLASHING MATERIAL EVEN WITH EDGE OF WINDOW OPENING. START JAMB I IT rOmF4ECT VET NSTR BATTEN BOARD AND SIDING SILL STRIPS 2" BELOW THE SILL STRIP AND EXTEND JAMB STRIPS 4" ABOVE THE LOWER EDGE OF THE HEADER (TOP OF THE WINDOW SMOOTH WOOD PANEL SIDI F RC fM FFXTLERE DP.AJl ( OPENING). 1X3-1/2 JAMB CASIN G-J I IsI� nd Fix#Wry PFunibinQ Vent (STEP 2) ,Zl N I a Di+ear wvmr Con po"rJk ILA. 0 Z �Q NOT 2 USED 21 INTERMEDIATE TRIM 1 LOOP VENT DETAIL DOOR JAMB 13 -- HEADER -- SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-0" _ „ SCALE=3„,_ o SHEET TITLE WINDOW DETAILS ,' CONCRETE CAPPING LAP SIDING SIDING -- -- ROUGH ,' w - - - - OPENING Cr COPPER DRIP > �-2X FLASHING. PAINT PROJECT #: 2022-? SILL STONE VENEER NAT. GRAD 7 CLG. JST---1 GYP. BD. TO MATCH TRIM. - - - - I DRAWN BY: - - - - - - A 6"X6"X 16" C M U BLOCK DECORATIVE CROWN 2X SILL 2 4 2X WALL THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT DATE: 2-2-2022 11"LAP SEE #4 VERT. AT 16" O.C. HORIZ. MOLDING. PAINT GRADE I BE MORE THAN 7-1/2" SCALE PER SHEET MIN. NOTES & VERTICAL. SIZE: ALUMINUM DRIP LOWER THAN THE LEVEL AT ORSSWIONOGNG NAT. GRADE ITEM NO.: ? LASHING. PAINT TO AWAY FROM THE LANDING a,VIATCH ROOFING IN AND NOT MORE THAN I"AT ATTACH A SILL STRIP OF FLASHING MATERIAL AT LEAST 9" WIIDE WITH THE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH 2 COLOR THEDOORSSWINGINGOVER ALANDING. DRAWING NUMBER SILL. EXTEND THIS SILL STRIP AT LEAST 11' BEYOND THE EDGE OF THE ROUGH OPENING FOR WINDOW. ATTACH FLASHING / (3) #4 HORIZ. AT BOTTOM SOFFIT MATERIAL WITH GALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES. - r c) " � � AND (1) #4 HORIZ. AT TOP / (STEP 1) — — ALTERNATE DIRECTIONS L-77i 2X ROOF RAFTERS AD02 WINDOW FLASHING GARDEN WALL CROWN MOLDING G WATER TABLE ROOF TO WAL DOOR SILL 28 24 20 1 V 12 MATERIAL APPLICATION SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-O" EXT. WALL FINISH SLOPE MIN. 1/8" PER FOOT DECK DRAIN "JAY R SMITH:" 26 GA. MIN. GALV.CHUNG f #DX-2568 OR EQUAL AND METAL FLASHING OVERFLOW JAY R SMITH. PER PLAN I GALV. ALUMINUM CAP FLASING #DX-1530 OR EQUAL WITH INLET LOCATED BATTEN/BOARD OVER TYVEX RESIDENCE FLAT GRATE, INSTALL 2" ABOVE DECK ' OVER PLYWOOD VERIFY PER MANUF. INSTRUCTIONS PER CBC 1506.3 & CALIF. PLUMBING CODE REQ'D. 2X WATER TABLE 1X4 MIN. I J I ELASTOMERIC DECKING FLAT GRATE =,::,,, ALUMINUM DRIP FLASHING. PAINT TO MATCH TRIM. ROOF MATERIAL I \ PER ROOF PLAN. SLOPE SLOPE 3. TO DRAIN ;' TO DRAIN + 4 T!N I I \ 713 HOWARD AVE 2 6 - BURLINGAME, CA DRIP KER I _ EXTERIOR GRADE - PLYWOOD SHEATHING 00 I 2X ROOF / CLG. S JOIST Im FINISH GRADE 45 DEG. ELBOW � ` IIIIII—III A • • insi e EXPANSION COUPLING PER CALIF. PLUMBING CODE DECK DRAIN 2X FRAMING EXTERIOR SIDING BASE TERMINATION 3 32 architecture • design *interiors SCALE-3"=1'-0" SCALE-3"=1'-0" I BATTEN / BOARD OVER TYVEX OVER / PLYWOOD 1534 PLAZA L N . #318 / EXISTING ROOF RAFTERS. "X" BURLINGAME, CA 94010 TYP. I 5/8" TYP GYPSUM BOARD / (650) 235-9566 tel. VERIFY WITH EXISTING / (650) 235-9569 fax / ROOF MATERIAL COUNTER FLASHING. PRIME AND PER ROOF PLAN. PAINT TO MATCH ADJACENT 2X6 CEILING COLOR.X2 PAINT GRADE WATER DESIGN REVIEW JOIST AT 16" O.C. BEAD TABLE BOARD CEILING PARAPET SCHEME-2 / 2X2 PAINT GRADE BASE 30 SCALE=3"=1'-0" PLANNING REVIEW COMMENTS-PC-1 ROOF COUNTER FLASHING. PRIME 7-20-2022 A-35 16d TYP OF 4 AND PAINT TO MATCH ADJACENT / COLOR. 2X4 @ 16" O.C. 1'-4" GABLE O ROOF MATERIAL PER ROOF PLAN. ROOF MATERIAL PER ROOF PLAN. T&G SHEATHING ALUM. CONT. DRIP. HD ER O P \ T&a--SH€AffflIidf�-AT-EXPOSI=D U�t Q DECORATIVE CROWN O MOLDING. PAINT GRADE SIZE: 2 KG. ITEM NO.: ? FACIA BOARD I I 2X6 FACIA NEW SQUARE COLUMN II PER ELEVATIONS AND PLAN. MATCH EXISTING MANUFAC: TURNCRAFT PREFAB WOOD COLUMN OR EQUAL. EXISTING POST BEYOND I 45° 45° I 4X6 EXTERIOR GRADE LUMBER. / COLUMN CAP TO PORCH ROOF I PRIME AND PAINT I (2) 2X4 KNEE BRACE 34 SCALE=3"=1'-0" I EXTERIOR \ GRADE LUMBER. PRIME AND PAINT I O o z POST PER PLAN I I NEW CORNER COLUMN PER I \ (1) 2X4 EXTERIOR GRADE LUMBER. KNEE BRACE. CONNECTION PER I ELEVATIONS AND PLAN. I PRIM AND PAINT SHEET TITLE MANUFAC: TURNCRAFT PREFAB SANDWICHED DETAIL 17, AD. WOOD COLUMN OR EQUAL. BETWEEN 2X4 I KNEE BRACE. I DETAILS COUNTERSUNK 3/8" SHAFT I LAG SCREWS W/ BOTTOM I WASHER TYP. 3/4" CEMENT PLASTER O/ WIRE 2X6 BACKING LATH O/ TYVEX WRAP O/ PLYWOOD PROJECT #: 2022-? I I I I I EXTERIOR GRADE LUMBER. I DRAWN BY: FASTEN PLINTH TO BASE----., I I I I SIMPSON "CB" PRIME AND PAINT DATE: 2-2-2022 I I I I I BASE i 45 � SCALE PER SHEET n I I PLINTH I I n GALV. FLASHING. N PRIME AND PAINT VENT TO MATCH SPACE I I I STONE BATTEN/BOARD DRAWING NUMBER NON -CORROSIVE DOWELS IN I OVER TYVEX OVER PLYWOOD CONCRETE I OPPOSITE CORNERS OF PLINTH I H u AD03 COLUMN BASE 29 GABLE KNEE BRACE SHED ROOF WITH KNEE BRACE 33 31 SCALE=3"=1'-0" .. , .. SCALE=3 =1 -0 SCALE=3"=1'-0" ALUMINUM DRIP FLASHING ROOF MATERIAL CHUNG PER ROOF PLAN. I U ij RESIDENCE I I GALV. ALUMINUM g FLASHING. I � BATTEN / BOARD OVER TYVEX OVER I I SLOPE MIN. 1/8" PER F PLYWOOD OVER 5/8" TYP "X EXTERIOR GRADE GYP. BD. I I 713 H OWA R D AVE I GALV. ALUMINU -- I B U R L I N GAM E, CA EXTERIOR SHEATHING SEE DRIP FLASHING. STRUCTURAL DWG.S I PAINT TO MATCH TRIM. EXTERIOR GRADE 5/8" 'X' EXTERIOR GRADE 'X' 1 X4 TYPE GYP. BD. RUN TO UNDERSIDE OF ROOF TYPE GYP. BD. SHEATHING. 2 if 2XFLOOR JST S PER PLAN BATTEN / BOARD OVER TYVEX OVER PLYWOOD OVER 5/8" TYP "X I EXTERIOR GRADE GYP. BD. I • • inSite A 1- H R WA L L WITHIN 1 5 - 0" O F PROP. LINE I EXTERIOR SHEATHING SEE STRUCTURAL DWG.S I EXTERIOR GRADE TYPE 'X' GYP. BD. ff-tSCALE=3"=1'-0" EXTERIOR GRADE 5/8" J/ architecture • design • interiors TYPE 'X' GYP. BD. RUN I TO UNDERSIDE OF ROOF +42" ABOVE NATURAL GRADE BATTEN / BOARD OVER TYVEX OVER SHEATHING. ALUMINUM DRIP FLASHING. PAINT PLYWOOD 1534 PLAZA LN. #318 TO MATCH TRIM. I BURLINGAME, CA 94010 2XCONT. CA I I 5/8" TYP "X" GYPSUM BOARD (650) 235-9566 tel. 2 6I I I2 6 I I (650) 235-9569 fax I DESIGN REVIEW WALL LEDGE 39 1-HR GABLE END � WITHIN 5-0" OF PROPERTY LINE Q SCHEME-2 SCALE=3"=1'-0" SCALE=3"=1'-0" I I PLANNING REVIEW COMMENTS-PC-1 7-20-2022 BATTEN / BOARD OVER TYVEX OVER PLYWOOD I I ROOF MATERIAL PER ROOF PLAN. / / DECK GUARDRAL CAP / / ROOF MATERIAL PER ROOF PLAN. / / 41 SCALE=3"=1'-0" B.N. (1) 2" DIA. VENTILATION 2X BLOCKING HOLES W/ SCREEN TYPICAL 2X BLOB KING N. / AT ALL BLOCKING BETWEEN / INS L. PE T / RAFTERS. TYPICAL AT OPPOSITE SIDE FOR SEE ROOF PLAN / 2 C C ALUM. CONT. DRIP. REQUIRED CROSS AIR VENTILATION. / F/ / A-35 Z / 1z CEILING JOIST WHERE OCCUR 3. A-35 ALUM. CONT. DRIP. / / 2X STOP B.N. PER SHEARWALL SCHEDULE CEILING JOIST WHERE OCCURS. B.N. PER SHEARWALL SCHEDULE 2X8 FACIA BOARD 2X6 RAFTERS EAVE SHEARWALL PER PLAN AND SCHEDULE. rb� I CUT R.R. FOR EXPOSER I SHEARWALL PER PLAN AND T PLANTER BOX LINE I I SCHEDULE. in I I O J� Z �Q I 2X8 FACIA BOARD, I I I SHEET TITLE COPPER DRA . I I SUL. TLE I DETAILS 1 _ 3 KG. I BATTEN / BOARD OVER TYVEX OVER PLYWOOD OVER 5/8" TYP "X CEDAR T& VE ENCLOSURE EXTERIOR GRADE GYP. BD. PROJECT #: 2022-9 2X10 12" DECORATIVE STUCCO 1'-4" OVERHANG I STOP MOLDING. EXTERIOR SHEATHING SEE I DRAWN BY: STRUCTURAL DWG.S DATE: 2-2-2022 �6X6 CORBEL BATTEN /BOARD OVER TYVEX OVER PLYWOOD EXTERIOR GRADE 5/8" EXTERIOR GRADE SCALE PER SHEET TYPE 'X' GYP. BD. RUN TYPE 'X' GYP. BD. TO UNDERSIDE OF ROOF SHEATHING. DRAWING NUMBER 3 KG. AD4 LANTER BOX TYPICAL EAVE 1-HR EAVE WITHIN 5'-0" OF PROPERTY LINE '@-p �8 (3%2-SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-0" KEYNOTES CONTINUED ❑ FLOOR PLAN KEYNOTES CHUNG RESIDENCE 713 HOWARD AVE BURLINGAME, CA '6 inSite architecture • design • interiors WALL LEGEND 47'-6" 6'-4" 2'-5" 18'-10" 6 19'-11 " 1-HOUR FIRE RATED WALL BETWEEN 40 19'-6" CLEAR INTERIOR GARAGE AND LIVING SPACE. -PROVRE 1534 PLAZA LN. #318 RATEDWALLPER CODES FOR REQUIRED EEDRED SEPARATION BETWEEN GARAGE AND BURLINGAME, CA 94010 LIVING SPACE. SHOWN DASHED. (650) 235-9566 tel. NOTE: EXTERIOR BEARING WALLS LESS 650 fax 235-9569 THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED CONSTRUCTION (2019 CBC, TABLE 602. .3 DESIGN REVIEW Uj z o SCHEME-2 EXTERIOR WALL: 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL o I O PLANNING REVIEW COMMENTS-PC-1 WITH BATTEN BOARD SIDING WITH z 10 7-20-2022 BATTENS 16" O.C. O/TYVEX O/ PLYWOOD. I ADU U INSULATION PER TITLE 24 CALCS. r CLG =volume T INTERIOR WALL: 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM. I ADU BATH -- 1-CAR GARAGE 0' o DOUBLE UP 2X4 WALLS AT ALL THICKEN CLG =volume CLG =8'-4" w WALLS. - LL CD LU z CD EXTERIOR WALL: 3'-0"X 7'-0"GLIDER DOORS. TEMP. GLS. -------- w N 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL G.2 U ONLY WITH STONE VENEER O/ SCRATCH o 0 COAT CEMENT PLASTER O/ LATH O/ 2 M o LAYERS OF GRADE 'D' BUILD. PAPER OR TYVEX O/ PLYWOOD. STEP ory 0 RETAINING WALL WITH FURRING INTERIOR AND INSULATION SEE STRUCTURAL FOR P STEP DN WALL DETAILS �o ti �e � G . 1 16'-0"X T-0" GARAGE DOOR TEMP. GLS. 3'-0" 1 20'-4" 1 LL O 47'-6" J Z �Q. G.0 G.B G.A SHEET TITLE GARAGE+ADU FLOOR PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER G01 FIRST LEVEL FLOOR PLAN SCALE 1/4"-1'-O" CHUNG RESIDENCE 713 HOWARD AVE BURLINGAME, CA '6 inSite architecture • design • interiors 423 SQ. FT. (GARAGE FLOOR PLAN, SHOWN HATCHED) 1534 PLAZA LN. #318 BURLINGAME, CA 94010 (650) 235-9566 tel. (650) 235-9569 fax �. . . . . . . . . . . . .� \ \ PIZy ////////////// , \\ \ \\.\.\. \\ \ \ \ \\ \ / / / / / / / / / / \ . \ \ \ \ \ \ \ \ °3 U / / . �. / • Z . I \ \ \ \ \ \ \ \ /ct'G//./� 321 SQ.FT. . . . \ \ \ (ADU FLOOR PLAN, LJ . . . . . . . . . SHOWN HATCHED) •/ ��j�j�/. ././././././././. ./ / / � • \ \ _ \ \ \ \ \• \. . . . . . . . . . N\ STEPDN \• \\ \ \' \• \ \• \• \\ \ \ \\ \ STEP DN ti DESIGN REVIEW SCHEME-2 PLANNING REVIEW COMMENTS-PC-1 7-20-2022 423 SQ.FT. (LOT COVERAGE, SHOWN SHADED) 0 QJ z SHEET TITLE GARAGE+ADU FLOOR AREA CALCULATION PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER G01 OSF GARAGE-ADU FLOOR AREA CALCULATION PLAN SCALE 1/4"=V-11 ROOF PLAN KEYNOTES CHUNG 1. STANDING SEAM ROOFING SYSTEM/ 2. GUTTERS: SIZE: 4-1/2" OG DOWNSPOUT: 4" SQ. TIE INTO ON -SITE DRAINAGE LINE TO DRY WELL PER SHEET SP.1. RESIDENCE 3. ROOF FLASHING 24 GA. G.I. FLASHING AT ALL ROOF 24 GA. G.I. FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. 4. LINE OF WALL BELOW EAVE AND RAKE. 5. CHIMNEY STACK. PROVIDE APPROVED SPARK ARRESTOR PER MANUFAC, REQUIEMENTS. 6. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR � 1 � � OWA R D AVE I LOCATION AND ANGLE. 7. FLAT ROOF: B U R L I N GAME, CA SLOPE' MIN. 1/4" MIN SLOPE MATERIAL: TORCH DOWN ROOFING MATERIAL WITH PEA GRAVEL TOP COVER COLOR: VARIETY OF TANS 8. GALVANIZED 6"X12" SQUARE LOW PROFILE GRAVITY ATTIC VENTILATORS: FINISH: PRIME AND PAINT TO MATCH ROOF 9. DRAIN AND OVERFLOW SCUPPER. POSITIVE SLOPE DRAIN WITH CONDUCTOR BOX • • 1inSite architecture • design • interiors 1534 PLAZA L N . #318 BURLINGAME, CA 94010 2 2 (650) 235-9566 tel. (650) 235-9569 fax 2 w DESIGN REVIEW °� I co 0 SCHEME-2 I PLANNING REVIEW COMMENTS-PC-1 661 ♦ 4 RIDGE ��Q I 1 7-20-2022 w♦ y s 8:12 SLOPE I O Cn 00 1 �Qy r� SOLAR PANEL 6 I w c7 I 0 � I E 8:12 SLOPE SOLAR PANEL 2 I I I SOLAR PANE 2 LL 0 G.0 G.B G.A J Z �Q. SHEET TITLE GARAGE+ ADU ROOF PLAN PROJECT #: 2022-? DRAWN BY: DATE: 2-2-2022 SCALE PER SHEET DRAWING NUMBER G02 GARAGE + ADU ROOF PLAN SCALE 1/4"=1'-O" ELEVATION -KEYNOTES 1. STANDING SEAM METAL ROOFING SYSTEM STYLE: RIBBED CHUNG COLOR: TBD 2. EXTERIOR FINISH: STYLE: BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD RESIDENCE SPACING: BATTENS AT 16" O.C. TEXTURE: SMOOTH -COLOR:TBD PAINT MANUFAC; TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL FINISH: KYNAR STYLE: AS SHOWN -COLOR:TBD 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS 713 H OWA R D AVE MATERIAL: WOOD COLOR: TBD PAINT MANUFAC; TBD BURLINGAME, C A -SEE DETAIL ?, SHEET ? 5. ILLUMINATED ADDRESS BY PER BURLINGAME REQUIEMENTS 6.-TRIM HEAD AND JAMB SURROUND SIZE: VX 3-1/2" -CAPSIZE: 1" X 2" WITH METAL DRIP SILL SIZE: 1" X 2" SILL WITH 1" X 4" APRON STYLE: TRADITIONAL ALUMINUM CLAD WOOD WITH SIMULATED TRUE DIVIDED LIGHTS. EXTERIOR: ALUM CLAD. COLOR TBD GLAZING :DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR: PRIMED, PAINT READY. * lnSl te DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER. CONSULT OWNER. architecture • design • interiors -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS -COLOR: -MATERIAL: SIZE OF GUTTER: 5" DECORATIVE O.G. /� G. 1 G. 2 G. 3 G. A G. B G. Cj SIZE OF DOWN SPOUT: 4" DIA. 1534 PLAZA L N . #318 36 8. LINE OF BASEMENT BELOW BURLINGAME, CA 94010 12 AD.4 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. (650) 235-9566 tel SIZE: 1'4' SHAFT WITH BASE AND CAP . COLOR: TBD (650) 235-9569 fax 36 36 MANUFAC; -TURNCRAFT OR EQUAL 10. NEW FLOOR VENTS: j __ _, _ __ _, 12 12 SIZE" 6" X 14" -MANFAC:TBD DESIGN REVIEW L11 II r_ , r I I I I I � 8 \ $ ' � -COLOR:TBD I I I I 11. ALUMINUM CLAD GARAGE DOOR. SCHEME-2 I II II I I I I I I I I j 12. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. PLANNING REVIEW COMMENTS-PC-1 ----J I L- - J L -- -J - AMOUNT TO BE DETERMINED BY MANUFACTURER AND SOLAR 7-20-2022 LOCATION AND ANGLE. 13. DECORATIVE WOOD KNEE BRACES PER DETAIL II I I 14. NEW WOOD GARAGE DOOR WITH TRUE SIMULATED w lz wI z_ I I w I z_ DIVIDED LIGHTS.. J JI I IJ 1,-6" V-6. w O w O w O I I I I Ir I I I I I Cr I I I I REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS. G.4-PROPOSED-LEFTSIDE EAST ELEVATION G.3--PROPOSED-REAR SOUTH ELEVATION SCALE 1/4"=V-0" G.B G.A G.3 G.2 G.1 G.0 I I I I I I 29 29 AD.3 AD.3 O o z �Q 37 ADA 38 31 SIM SIM AD.4 AD.1 ------OVERALL RIDGE _ 16-0" MAX. ALLOWABLE - V SHEET TITLE 8 12 12 $ GARAGE+ADU 11 ELEVATIONS I �_ DEL. TOP PLATES ALLOWABLE POLLUTANT CONTROL CGC NOT j __T.o0" MAX " PROJECT #: 2022-? z 1 J z 1 � F IIr U 11 I z J 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS PER CGC 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SHALL MEET THE DRAWN BY: DATE: 2-2-2022 � I I 1 -0" r� I 1' 6" � o _ v o � 1' 6" ILLU � b PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER SCALE PER SHEET w o 0 w0 711 F711 FFFII F1 w 14 REQUIREMENTS PER CGC 4.504.2.3. j I 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY I L COMPLIANCE WITH VOC FINISH MATERIALS PER CGC DRAWING NUMBER j I 4.504.2.4. FIN. SLAB 32 AD.3 32 AD.3 REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS. G03 G.2NPROPOSED-RIGHTSIDE WEST ELEVATION G.1-PROPOSED-FRONT-NORTH ELEVATION SCALEI/4"=V-0" 4"X4" PT. RWD POSTS (8' O.C. MAX) LANDSCAPE KEYNOTES 2"X4"RWDTOP/ BOTTOM RAILS 1"X8" RWD PANELS W/TOP/ BOTTOM TRIM 1. EXITING CITY STREET TREE TO REMAIN. TO BE PROTECTED CHUNG PER PARKS AND RECREATIONS REQUIREMENTS. 2. VEGETATION PER LEGEND. TYP. NOTE 3. TREE PER LEGEND. TYP. o STAINNATURAL 4. GROUND COVER PER LEGEND. RESIDENCE C� 5. NEW 6'-0" HIGH GOOD NEIGHBOR FENCE. I `. I I III III=I I II IIII 11=1 I I I I 1=1 I I III I` I I 1=1 11= -I III III -III III -III IIIIII-III I= I III-1 I I I I I_I I I- i l i I I_ III III III -III: � III :. - 1=1 ;II IIL Ii II 5 III I I II I I=III l i i i �' 2"X12" PT. RWD KICKBOARD 12" _ _ _ __ _ II 713 HOWARD AVE FINISH GRADE 12"DIA CONC.PIERS,3O"DEEP (TYP.) I ' I I BURLINGAME , CA I ADU WOOD FENCE 1 -C SYMBOL COMMON NAME SIZE GAR T y� I CYPRESS SCREEN • TREES 5 GALLON STEP DNa *:*:*:+:*:*:*:+:*:*:*:+:*:*:*:+:*:*:*:+:*:*:*:++ r + + + + + + + + + + + + + + + + + + + + + + + *+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+ SEMPERVIRENS n e EXISTING CITY roH \ ........................* +*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+* STREET 5 GALLON ++++++++++++++++++++++++ I '*+**+*+**+****+**+*+*+++*+*+*+++*+*+*+++*+*+*++* ++**+***+**++++++++*++****+* ++*+*++++++++++++++++++ — TREE TO REMAIN ++++++++ +++++ *+++*+++*+++*+++*+++*+++ ++++++++++++++++++++++++ *+*+*+*+*+*+*+*+*+*+++++*+*+++++*+*+++++*+*+++++ architecture•design•interiors JAPANESE MAPLE CONCRETEUNITPAVERS .*.*.*.*.*.*.*.*#�37Ik'�W�4LXPIF*.*.*.*.*.*.*.+++ STEP TREESINGLE STEM, SANDJOINTS+*+t+*+*+*+*+*+*+++*+*+**++*+*++*++*+*++*'.'+'+' +++ //� ��\ / (` • UPRIGHT 5 GALLON +' *:+++. pH + 4_1 (GREEN ACER ¢� 2" LAYER COMPACTED l ♦ ♦ CONCRETE PAD ' PALMATUM), AND 24" BOX SIZE TREES SAND BASE Y .. 8" LAYER COMPACTED 1534 PLAZA LN . #318 BASEROCR45 BURLINGAME, CA 94010 � � GEOTEXTILE FABRIC '' � ♦ � \ / ROYAL PURPLE SMOKE BUSH 1 GALLON (650) 235-9566 tel. 11 I � (650) 235-9569 fax o _ N FRENCH LAVENDER 1 GALLON COMPACTED (E) SUBGRADE ' -7 `77 -7\-\`7.' "I— 'q DESIGN REVIEW PAVERS .9 CALIFORNIA LILAC 1 GALLON SCHEME-2 VEHICULAR UNIT PAVERS \ PLANNING REVIEW COMMENTS-PC-1 7-20-2022 JAPA ESE BOX WOOD 1 GALLON CONCRETE OR RUBBER CINCH TIE OR EQUAL ' PAVING SYSTEM �J \ \ \ \ \ \ \ \ \ \ \ \ +*+*+*+++'+'+*+++'+'+*+++'+'+*+++'+a+ \ \ \ \ \ \\ . • \ \\ \ \ \ \ \ \ \ \ \\ I \ \ \ \ + + + + + + + + + + + + + + + + + + + +++++++++++++++++++++++++++++++++++++ *+++++++'+++++++'+++++++'+++++++'+++++ ZOSIYA GRASS SOD 8' PINE POLE'STAKE OUTRSIDE ROOTBALL \ \ • • \ \ \ \ \ \ \ \ \ \ \ \ �. \ \ \ \ \ \ \ \ \ \ I ' a, ROOTBALL \ \ ++++++++++ ++++++++++++++++*+++++++++ 4"MULCHINBASIN 2 i. \ \ \ \ \ \ \ \ \' \ \ \'\' \ \ FINISH `3"HIGH LIP WATER BASIN \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \•\• CRUSHED GRANITE ROCK 1/4" TO 1/2" GRADE \\\\\\\\\ \ \\ ROUGHEN SIDES \ \ \ 7:7— — T & BOTTOM OF PIT I111 — u III II PREPARED BACKFILL III `AMEND WITH ORGANIC 5% ORGANIC COMPOST ' I & MYCORRHIZAL FUNGI _ II In II 1I11ITI1„ �LI PER MFR'S SPECS PREPARED SUBSOIL 4 PAVER PAVERS ++++*++ +++++++ + + ++++++++ ' +++ + +*+ 3X ROOTBALL MIN. PEDESTAL +*+*+*+ +*++ + + +*+ + +*+ +*+*+ ++ +*+*+*+*+* i �+ + + ♦ l . (WIDER IN CLAY SOILS) +*+* /+,� + :, ++ / +*! +/ ,� + + :: *\.+. *�. ++ LJ .+ ++ ++.*.+.++++\+\\ ;* i�.�4+*+*+*+*+*+ 4 + + + + + + + + + + + + + +Xpp +\+*+ + + + + + + +*+*+*+*+*+\�+\+* ** PAVERS �+*++,****++++++++)A++t+ PAVERS +*�* *+r�***+*+*++**+*+*+*l�+ +*+ 3 +++ ++++++++ �++�++++ :**;��+.+++...;++++1++t LANDSCAPE NOTE ++ +*+ + +*+*+*+*.*+*. + + + + + +*+ + + .*+*.t++*+*+*+ + + + +*+\+\�+*+*+�+*+*+*+ 4x+ ++�+ 1 *+�. �)+*+*+ + +*+*+* * +t 4 . + +*+�+��� + ( ) + + +*+4+X+ + + I CONC. RET.WALL RETAIN EXISTING VEGETATION AS PRACTICABLE. +*+*+ +*+ + + +� +�+*+*+*+ N� +*+ + + +.T+ +}:*+*+*+* **`*** + *+**** * * * *+Tw ♦ \ ♦ J CONC. K K SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST -AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT, AND / OR ATTRACT TREE PLANTING BENEFICIAL INSECTS. ° SIDEWALK MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS. 1 I USE EFFICIENT IRRIGATION SYSTEM; DESIGN TO MINIMIZE i RUNOFF. SHEET TITLE LANDSCAPE PLAN PARKS GENERAL NOTE NOTE: ' EXISTING STREET TREES MAY NOT BE CUT, TRIMMED OR o BIKE LANE oho REMOVED WITHOUT PERMIT FROM THE PARKS DEPARTMENT. (558-7330) PROJECT #: 2022-? NOTE: NO EXISTING TREE OVER 48 " IN CIRCUMFERENCE AT DRAWN BY: 54" FROM BASE OF THE TREE MAY NOT BE REMOVED DATE: 2-2-2022 WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION. (558-7330) SCALE PER SHEET NOTE: ALL TREES MUST BE 24" BOX SIZE LANDSCAPE TREES. NOTE: CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. DRAWING NUMBER NOTE: NO PROTECTED OR CITY TREE MAY BE REMOVED WITHOUT PERMIT NOTE: CONTACT PARKS DIVISION FOR LIST OF APPROVED TREES IN LSO PLANTER STRIP. LANDSCAPE / HARDSCAPE PLAN SCALEI/8"=V-0