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Reso - PC - 2022.07.11 - 8B
DoqrSrqn En!elope lDr DB326EEGBCB1-4086-8C8F-AD5878674948 RECORDING REQUESTED BY Planning 0epartment City of Burlingame WHEN RECORDED MAIL TO C0l\.41\lUNlry DEVEL0Pt\.lENT DEPART[rENT CITY OF BURLINGA[4E 501 PRI[,1ROSE ROAD BURLINGAt\i E. CA 94010 2022-066367 3:3i pm 09i092022 R1 Fee: NO FEE Counl ol Pagi,.- 4 R!corded in Official Recods County otSan lilal'ro Mark Ch ur'- l) A3sessor-Co unly Clerk-Recordar + il lt Ill]ilil ill] ililltril il*$R0u03287!69$ Resolution No. 2022-07.1 1-88 1425 CASTILLO AVENUE APN 027-174-050 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect copy of the document it purports to be, the original of which is on file in my office. Jui 22,2422 k,iw eoyk*r !TY o BI..!RLINGAMEc^! t t rrUNE b Date Kevin Gardlner. AICP Community Development RESOLUTION APPROVING CATEGORICAL EXEMPTION DESIGN REVIEW AND SPECIAL PERMIT RESOLVED, by the Planning Commission of the City of Burlingame that. WHEREAS, a Categorical Exemption has been prepared and application has been made for Desion Review and Special Permit for buildin q heiqht for new two sto le-unit dwellin and hSI qaraqe at 1425 Castillo Avenue, Zoned R-'1, Raiiv Guiral, Drooertv owne r, APN: 027-174-050 WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Julv 11. 2022, al which time it reviewed and considered the staff report and all other written matenals 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 received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per Section 15303 (a), which states that construction of a limited number of new. small facilities or structures including one single family residence or a second dwelling unit in a residenttal zone is exempt from environmental review. ln urbanized areas, up to three single{amily residences maybe constructed or converted under this exemption, is hereby approved. 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 Permit are set forth in the staff report, minutes, and recording of said meeting. 3. lt is further directed that a certified copy of this resol n be recorded rn co the County of San Mateo Chairperson s.L0wEltX-{Jq,{-.. 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 11th dav of Julv. 2022 by the following vote. AYES:coiiAROTO, SCH ID, TSE LOWENTHAL,GAUL, PFAFF, NOES:NONE 1 2 ABSEi|T: HORA RECUSED: NO}{E tary t, 2 EXHIBIT "A" that the project shall be built as shown on the plans submitted to the Planning Division and date stamped June 28, 2022, sheets SP1, A.1 through A.6, G.1 through G.3, LS.1, Topographic Survey; 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 determined 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 priorto issuance ofa building permit for construction ofthe 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 shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 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 projeci falls at or below the maximum approved floor area ratio for the property; 3 4 7 8 I Conditions of Approval for Categorical Exemption Design Review and Special Permit 't 425 Castillo Avenue Effective July 21,2022 Page 1 1 EXHIBIT "A" that prior to scheduling the framing inspection the pro1ect architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; 14 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 that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. 12 11. Conditions of Approval for Categorical Exemption Design Review and Special Permit 1425 Castillo Avenue Effective July 21,2022 Page 2 that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property corners, set the building footprint and certify the first-floor elevation of the new structure(s) based on the elevation at the top of the form boards per the approved plans; this survey shall be accepted by the City Engineer; '13. NEW RESIDENCE + DETACHED GARAGE...f ADU Geurse Conceptual Designs, Inc. FOR MR. RAJIV GUJRAL 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e-mail: jgeurse@gmail.com 1425 CASTILLO AVENUE BURLINGAME CALIFORNIA 94010 NAMEJESSSSEBGOEURSE � DATE JANUARY 19, 2022 ' BUILDING MAINTENANCE AND OPERATION (2019 CGC §4.410) DISCLAIMER PROJECT DATA SHEET INDEX CITY OF BURLINGAME BUSINESS LIC : GE URS CON ALDESIGNS,INC. NO.22811, EXPIRATION DATE OG/30/ 22 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 §705) 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 BUILDNG 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 AU;TLOW • 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 PHOTOVOLTIC SYSTEM SOLAR POWER AND PHOTOVOLTIC SYSTEM SHALL BE DEFERRED SUBMITTAL AND SHALL BE REVIEWED AND APPROVED BY BUILDING DEPARTMENT PRIOR TO INSTALLATION. 1: EFFICIENCY EDR INCLUDES IMPROVEMENTS TO THE BUILDING ENVELOPE AND MORE EFFICIENT EQUIPMENT 2: TOTAL EDR INCLUDES EFFICIENCY AND DEMAND RESPONSE MEASURES SUCH AS PHOTOVOLTAIC (PV) SYSTEMS AND BATTERIES 3: BUILDING COMPLIES WHEN EFFICIENCY AND TOTAL COMPLIANCE MARGINS ARE GREATER THAN OR EQUAL TO ZERO • STANDARD DESIGN PV CAPACITY: 4.27 KWDC PV SYSTEM RESIZED TO 4.27 KWDC (A FACTOR OF 4.27) TO ACHIEVE'STANDARD DESIGN PV PV SCALING POLLUTANT CONTROL (2019 CGC §4504) 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 WITFI 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 SFIALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS OF &00 AM. AND 7:00 PM. ON WEEKDAYS, AND 9:00 A.M. AND &00 PM. ON SATURDAYS, EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND TYIEN 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 WITI-i 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: JANUARYI 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 SFIALL NOT APPLY TO WORK THAT DOES NOT REQUIREA. PERMIT UNDER ANY APPLICABLE LAW OR REGULATION. SANDBLASTING OR SIMILAR EXTERNAL BUILDING CLEANING SFIALL BE LIMITED TO 8:00 A.M. TO 5:00 PM MONDAY THROUGFI FRIDAY, AND PROHIBITED ON FOLIDAYS ON SUCH DAYS. BURLINGAME FIRE PROTECTION FOR RESIDENCE + DETACHED GARAGE/ADU 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE AND DETACHED GARAGE + ADU 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 AFIRE 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 AD.1 SEE SITE PLAN FOR LOCATION. 5. CONTRACTOR SHALL INSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR FIRE PROTECTION IS TESTED AND APPROVED BY THE SAN MATEO COUNTY ENVORMENTAL HEALTH APPROVED CONTRACTOR 6. ALL SPRINKLER DRAINAGE SFIALL BE PLACED INTO LANDSCAPE AREAS. 7. FIRE FLOW SFIALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDING LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50% 8. MINIMUM OF 1" METER REQUIRED. SIZE OF METER TO BE SIZED BASED ON FIRE SPRINKLER DESIGNED CALCULATIONS. NIETHER GEURSE CONCEPTUAL DESIGNS, INC. OR THE PROJECT ENGINEERS SHALL BE RESPOSIBLE FOR ANY ACTIONS TAKEN. BY ANYONE ON THE PROJECT IF THAT PERSON FIAS KNOWLEGDE OF ANY CALCULATIONS OR SPECIFI CATIONS UNTIL GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS OR PROJECT ENGINEERS FIAVE BEEN NOTIFIED. UPON NOTIFICATION THE PARTIES INVOLVED WILL CORRECT THE DISCREPANCY, MAKE THE NECESSARY INCLUSIONS OR MORE CLEARLY EXPLAIN THE INTENT OF THE DRAWINGS, CALCULATIONS OR SPECIFICATIONS. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONST. MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES NECESSARY TO COMPLETE THE PROJECT. THE CONTRACTOR SHALL ALSO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF GEURSE CONCEPTUAL DESIGNS, INC. AND PROJECT ENGINEERS SHALL NOT INCLUDE INSPECTION OF PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRE FOR THE SAME, WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANY SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS AND THE PROJECT ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION WHICH ARE FURNISED BY OTHERS. THE SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. AND THE ENGINEERS, WHEATHER OF MATERIAL OR WORK, AND WHEATHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFOR- MANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. HOWEVER, THEY DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SFIALL 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 SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY ERRORS WHICH MAY HAVE BEEN OMITTED THEREBY. OWNER PROJECT DIRECTORY TITLE 24• DESIGN & CONSTRUCTION DOCUMENTS GEURSE CONCEPTUAL DESIGNS, INC. MR RAJIV GUJRAL 1425 CASTILLO AVENUE PRECISE GREEN CONSULTING, INC. 405 BAYSWATER AVENUE BURLINGAME CALIFORNIA 94010 RAFFI 6-6563 E RAFFI@PRECISEGREEN BURLINGAME CA 94010 CONSULTING.COM TEL:650.703.6197 CONTACT- RAFFI DAR FAX 650.558.9324 CONTACT: JESSE GEURSE E-MAIL• JGEURSE@SBCGLOBAL.NET STRUCTURAL ENGINEER: SURVEYOR: STATE OF CA LICENSE NO: C039390 SAVIOR P. MICALLEF LAND AART ASSINK SURVEYING 421 AART ASSINK ASSOCIATES 1611 EL PRADO AVENUE WILDWOOD DRIVE TORRANCE CALIFORNIA, 90501 SOUTH SAN FRANCISCO, TEL:310.618.0782 CA 94080 805/709-2423 EMAIL: AA-ASSOC@PACBELLNET SOILS ENGINEER GEOENGINEERING CONSULTANTS (GEC) 4125 BLACKFORD AVENUE, SUITE 145 SAN JOSS, CA 95117 800-GEC-3752 BUILDER: MARK KULLBERG GORDON A KULLBERG & SON INCTBD 27 MIDWAY AVE, SAN MATEO, CA 94402 PHONE: (650) 692-5373 EMAIL MARKKULLBERG@HOTMAIL.COM VICINITY MAP SUBJECT PROPERTY - 16 U a CARLOS AVE. t� y �a Q saso, 6 • 0 © wB. E.A.7 , 8 5 O B m 0 8 4 1� R 7 8 9 f 11 12 13 �,. �. �. 17 R 3 11 320 v 19 1816 15 14s A2®8 0 E 19 1® 1 16 1© 14 A 1 Q R ©tea CASTELLO 2 'HAVE. ca $ 0 6 <o• I u w a to w s 2 5 ,za O R J S�_®,os g�w $ 4 Q9 ,o$ --- 7 8 is 9 f0 11 121 13^ g 4 _-_- ., 17 ms 3 ,B zox 3 R ss w so w w r,� W R 20 19 18 17 16 15 14 1 O --__ 2 11 52 J J f8 0 00 ll o o B. o R E.A.7 r as R MONTERO.ww AVE. 18 BE IN TO AVE. ASSESSORS MAP COUNTY OF SAN MATEO, CALIF. RESUB LOTS 2"6 BLN S SUB RSM IM3-24 Q2 BURLINOROME SUBO11 Qi EASTONAOOITION TOE OCCUPANCY GROUP: R3/U DESCRIPTION OF USE SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V B SPRINKLERS: REQUIRED FOR RESIDENCE + +GARAGE/ADU # OF STORIES: 2 STORIES ASPN: 027174050 RESIDENCE LOT COVERAGE SEE SHEET A.I.SF, A.2.SF, GISF ALLOWABLE FLR. AREA RATIO SEE SKEET A.I.SF, A.2.SF, GISF FLOOR AREA CALCULATION SEE SHEET A.1.SF, A.2.SF, GISF 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 I) BURLINGAME MUNICIPAL CODE, ETC. J) ALL OTHER STATE, MUNICIPAL, AND LOCAL ORDINANCES, CODES, RULES AND REGULATIONS. K)) AS AMENDED BY THE STATE OF CALIFORNIA BUU-DING CODE CITY OFFICIAL CONTACTS PLANNING DIVISION: CATHERINE KEYLON - (650) 558-7252 OR CKEYLON@BURLINGAMEORG FIRE CHRISTINE REED - (650) 558-7617 OR CREED@CENTRALCOUNTYFD.ORG BUILDING DIVISION. RICK CARO - (650) 5587270 OR RCARO@BURLINGAMEORG PUBLIC WORKS. MARTIN QUAN- (650)558-7245 OR MQUAN@BURLINGAMEORG PARKS DIVISION: BOB DISCO - (650) 558-7334 OR BDISCO@BURLINGAMEORG STORMWATER DIVISION. JENNIFER LEE -650-558-7381 SKEET NO. DESCRIPTION T.0 TITLE SHEET + PROJECT DATA BMP.1 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S) ARCHITECTURAL 1 SURVEY DM.1 SITE DEMOLITION PLAN SP.1 SITE PLAN PW.1 PUBLIC WORKS REQUIREMENTS AND DETAILS PW.2 PUBLIC WORKS REQUIREMENTS AND DETAILS Al FIRST LEVEL FLOOR PLAN A1.SF FIRST LEVEL FLOOR AREA CALCULATION PLAN A2 SECOND LEVEL FLOOR PLAN A2.SF SECOND LEVEL FLOOR AREA CALCULATION PLAN A.3 ROOF LEVEL PLAN A4 EXTERIOR ELEVATIONS A5 EXTERIOR ELEVATIONS A.6 BUILDING SECTIONS AD.2 DETAILS AD.3 DETAILS ADA DETAILS AD.5 DETAILS DETACHED GARAGE + ADU G.1 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 / HARDSCAPE PLAN CITY 1 � I L� 6-27-2022 JFG PLANNING COMMISSION COMMENTS 4-28-2022 JFG PLANNING DEPT COMMENTS-2ND 4-13-2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. IT IS THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER I DATE 2126 JOB NO. DRAWN JFG BY: REVIEWED BY: JFG PROJECT NAME NEW RESIDENCE for MR. RAJEEV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE TITLE SHEET AND PROJECT DATA ENGINEER AART ASSINK SCALE AS SHOWN RELEASED TO CONSTRUCTION DRAWING NO. T.0 CONSTRUCTION BEST MANAGEMENT PRACTICES Geurse Conceptual Designs, Inc. SAH MpTEO COUNTYWIDE Water Pollution Prevention Program Cleary Water. Healthy Community. Construction Best Management Practices BMPs) Cons truction proj c cts are required to implement the stonnwater hest mailagement practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Managemient 1 om-Hazy rims M at criah. U R�rrrl and. eager stinkpiks iDf end, diort or Qthur cgrr&Ar} ul WE% rnjte ri:kt wjib tams when rain is forecast or Ifnol act -1yeLy Wing used withF n 14 days. ❑ U % e (trout don't overu ) ieclaInied grater foe dust corarrll. kin-ZHrdons Matfris,ls ❑ Label all MY%rdou,�rrlateria1s arm hwrarrdows wastes (such2L� pestieid", pal-nis, thinners, lvents, fuel, oLl, and antifireezo in a er(l mm wrifh city, wand) _ -state and fc&ral ragul.at i0MIS. 0 Store 1 zrdou_% rnaWria:Y. anal wanes in water tight ccirrtainens.. Moore i n appropri aw sr; can co aw i nrnenl, a nil t; nwr .hero a f aw t-nd 0' ery wa rk day -or during reel weather or when ruin is forocaKr _ Ll Fro Ilow r>nafl ufaCtrsrer'S aWl iC.00n in.-ilruclion� for hazard iul nixtcrializ and he careful rat to use more than necessary. Do nei apply chemicals outdm rs when rain is forecast within 24 Wurs. U .Armnde ror approphate disMal of all haL rduus wa!sIes. waste mandrf n]vat 0 Covet +a to disposal contains" sccurcly %ith larp� M Ilic end of culcr� work day and during wct wcathcr. `heck waste disposal coataine-m fr ue nt I y for Irak s and to make sum they arc not GverfMcd Never hasp. dewn a dampslcr on the 0 Cl ut mplaca per bl� toilets and iresport thl= fr ucntly for leak,q and Bpi IIQ.. U Di,*p c of all wasters aid i br-K propaly. PLacycle nuteriali and wastes than i':A n recyc led (s uc h as asphal1, r tmu re te, ag,gre-ga to base aerials. wcod, gyp heard. pipe. C1c.� ❑ Di5 a-aI'IiqM rosidaes from paints„ th1mwirs, solvents, gtue�., and ciearimg fi-ludk as hazar6us waste. Co asrraMas Entrian and Peri mel-er U l tabli-sth and maintain rirrrdw vurllruhs, a.rid sUbibiz all Corl:gtaucbon ens- antes arA Iexits to R-uMclenily COrLlrel +ewsi-OR -d sedirnenr disc 6Irgc,� frOM � iIc and tral. .king afT si Le. ❑ Sweep p or v;�cuurri any gtreet tme-king immediately and ore sediment swrce to prr cnt further- tr kip r,. ]`+Zcv-a bow down strec is io c to -an up Lmcki ng- Equipment Managemeni Spill Control Min t-� nancc 64F4 ?" rwar. ❑ Dcsignatc an -arm rrtu�d with appropriate BhVs, ror vchic Ie a Dd oqui pmen parking and swrage. U Perform major main to nuacc , r cpa iT j0xs, and vchic lc and equlpment wash. rig of site, U if rcfui;kng or vehicAc maintcnani;c must W me argue, soak In a bermed area a -way Reny s rm crating and aver a drip pars oTdmpcloths big cnaugh to collect fictld~9. Rouyu Ic or dlspasc or fluidLs -as haza rdous wa sic, (3 Jf vehicle or equipr nt cleaning must be dkwi a onsite. dcan with water only in a bc- m-ted area that will not al.low rinse water to run i nto gu(Iot,, s it t�, gtorrat chains. or serfage graters_ Q D6 not eleals vehicle or t.Nuipment CASH-; coring soaps, wlvcnts. d rca_cers, or steam creaning cquipm+cnt, Spill prCV-endue and COWMI U Kccp spill cicanup matenais r r,V.. rags, a bsor6affls and cat Ii er) nvailaSla at:the nstmction site at all time. U Ins cd vehK les aad N%I ipnlC-M fmqu cady foe arLd rcp;iyr Ieaks promptly. Uw drip parts to caIc i leafs until repairs are made- D Flan up Apish 3 r leaks Lmm&IIawLIy and dt:4p w c of Cleanup materials properly, ❑ ) nos hose down -Lrrtac&s whem flulds have spired_ Use dy cleanup yeah ods (absorbent rnatcriab, cat li Ifer, ajtdl-or rags �, ❑ Sweep up spilled dry mat-criafs immmld a_tcly- Do aw lry to wash th;.= -away with wat e-r, or hLkry ilw-m, ❑ C-It rt up spills en diri areas by diggirig up and prvperly dis�Ki5ang t)f ront;Lrni3titc:d S:iuil. Q Report Fiignific ant sp LI Is i rnw cdi ut ely� Yau are required by IOW 19 IXPQFt ZP1N �1Vr4Lr1rWBn C rLJg (Pr ham$ how, matenalt, including oil. To rem€ at spi II: 1) .dais 911 or your l 1 e rge m-y response number. 2) Call thl, Venter., (S ly 852-7.550 (24 hauls). Earthanovin , I ' 4kip fr f El Sc hedu le grad ing a r;d a xeavad on work during dry weatl it r. 13 StabilL.e a II denuded arca!�, i Mall and rrtainLwa Lemparary rrrosion controls (such pg ;go$w cod,troI Fahrie or twin ded fib-r matrix) until vevtarlon ir, tnhfisk-d. a Ri!movc earEgti rig veggewtlan ion ly when ahgolElely ncc_r.s _ and seed or phML vcgc ration lbr cro�i+z rwrft4al on :clops or whem -constructian is not iirlirrre-diately pl anned- Provnt direr pit eiiri nri atiiti_q tY,.;le a❑d prat-c-ct -term. drain 1nL�t t uncr,%. ditc hcs. and drainage c."rsc6 by rn�;tath-ng and mamtairiintig appr-opinale filR+ ?s., such as fiber rolls, slit fences, scAlment basins. gran-u I ba:s. bt rms. eu- 13 beep c xL-awated so if Lm sire and transfer it w dump trucks an -wto. not Iv the streets. Ctmt2iwjnAt arils ❑ 1Y �,Lirt� (A d1C f&l16WIT1g conditi6w; are sc r�- cd, test Ibc c o ntarniva iiion and confect the ticgionaI WatE:r 0 unlity Control Bo4rd; Unuwal s-oil ecinditIns, di. -coloration. o1 fir. - Abaua&ned u r avrid vi rks, Abandoned wells Ru ed harrels_ -debris. &r trash. Paving[Asphalt Work 0 Avoid pnvin:F and sc:-al cceling in wcl w rather or when rain Is Forecast, to prevent ntatedall g'th-ithave rx-t -cu-red fiOrn CCntactirr8 §10rMW3(Cr CLlrra f_ 0 Fewer storm drairL IrLIets And manbalo3 when applvitg sca l c: mat, tack cmit< stet sca1• tog 5caloctr ❑ Col lecI and rccycIc Dr appropriatcly di pose o f cxi;c&s ahTwi i vc; gravel or sand. I)i> NOT sweep or w h in 119143 gutters. LJ Do nol use wa to 10 awash doNvn fi-wsh aSphwlt COrl MC p;rVLent. awcatting& Asp halltiCancrew Removal ❑ Protect- nearby storm dr4in 1l31cts whoa saw cutting. Use fi I to fabric, catch hesin inlet f Rem, or gm +gel hags to keep slurry r t of t by Marne drain s.ys-rem _ 0 Shovel. ab or6* or VACUUM .saw -cut flat d diiNv of all waggc arl' won as. you arc liaishgd in vn Imati*n yr a the end of �aeh work day I wh1cheve-r 1 S &0WCri )_ ❑ 1 f Aaweot a] urry en m s Geld. Main, Clean it up im rrv!diateiy. C'oncrete, Grout & Mat -tar pplicatian - 1 i ❑ Stone cone rerc, grout, and mortar away ream storm drains or waterways. and on pall cii Lei der cover to pn)l ect there tiom rain, runoff. and wires a Wash outeonci-ew equipmentltuucks olffisite cr in a ci sIgnated washout am a~ where the water oar ill ii &W irl.ta a tempm-ary wute pit, and in a runner that wil I piicycnt l ca c him in(o the underlying &911 ay on lip surrc -ding; }&;. Let con cre to harden an d -di,po &e of as 'ha'. E3 When washing exposed aggregate. pr vew wash-wixicr frorrx entering stoat. drams- R1 cwk apy Aa1-,ts qnd wacac4m gutters, hose -wash water onto din# areas, or drain onto a bernied zaafavc to be pumped and ch-.;pot`ud df ptuN rly- Landscaping -RJ , .. 1 ❑ Pra#ect stockpiled 3arKLwaping rnjteriuls from wind an d ru in key s (r>~t-ing t h tLw ande r tarps ail yciar round, ❑ Stack hag#ed rn,aterial. -on pal Ids acid LUXIM Cover. ❑ Dilm�Dntinue applicalGion of -any credible Iarrdscapc matcrial %Y Ithin 7 days be. rarc a l i t #m-it tvtio or dw;Ag Wit WtarheV. Painting Paint Removal Painting Clean a P and Removal U Nearer clean brushe s or ninse pa i fkl c ante iners 11110 a strev t* gune r. Storm drarin. or smam. 0 N)r w2it er-h zscd paints, paint out h to the cxtcrit ply&sibIc. and ri-n54 Irib u -drain that gown l* the sanitary+ SaVVCV. Never pour paint downn-a goal drain. Q For oi.l-haaed pafntir paLnt aut hrushet 14 1h< rxtr-nt p _�,AbLea nd elan with thinner or lvcni im a ptv r Gen hancF_ Fi It or a -ad r,; uw thinners irk so Nont.t. Dispose <3f excess Liqui as hazardous waste. ❑ Paint chips and dust lrrom nork-W,.and ucz dry strippingIand sand bl� fir try } be wW!Cpt up or c ul Ico'tod In plastc dix)p 4toth,; "d di -t -Pt-a5 tm9h. U. {Chemical pains stripping res 1 d uo and r,hSP and dust from prom w pointy -or points c-orL1: hint, terarl. merct ry- or zibutyltin rn usi arc di iNLwd of aq harardea s w zksic , LciW hail N i m removaI requirol� a 41atc- edil iod con"ctor. Dewy tering J 1 U 1?i�chargcs ofgrouadwratorvr capture irk 111(5ty Itirrn dewA.aterl lig npctratiK)% Masi properly mana.gcd and &i;pusr-d. ghee p r s' blc send wa er i n , rJ isci�;� r c c� lap aNd -area organ rtary sewer. l IF discbArgilip, to the srrw(Ary se-wer ill your luca I w+ Lstcwarer trcaimeat plant, ❑ Di vcri run�)n walci- from a f s it a away, tivn-I a I distLu d area.5. L) When dewatering, notify and ubrain appraraI from ilrc I"a] In an16paIIIY behre dlox-h caging water to u street gutter or moan drain_ Fi strati{}n or divcrxion th7oagh a basin, tank, or se dimcnt trap many bov required. ❑ In areas of known or suspoc tied c-antamination, call your local agency m del erm we ~whether lk Wrnund walcr m usl rested. Pumped groundwater may need to be c 44 kited and "uled 0 f=si to for I reatmcn t aml proper- disposal. SIGNATURE BOX: NAME: JESSE GEURSE DATE: JANUARY 19, 2022 CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE: 06, N A" 10 N 405 bayswater ave. Burlingame, california 94010 tel: 650.703.6197 eanail: 16eurse@8mail.com : GEURSZCONr-EPTVAL DESIGNS, INC. CITY O - • U 4-13-2022 JFG PLANNING DEFT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW RESIDENCE for MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE CONSTRUCTION BEST MANAGEMENT PRACTICES DATE 2126 JOB NO. ENGINEER. I DRAWING NO. AART ASSINK DRAWN JFG BY: REVIEWED BY, JFG SCALE AS SHOWN RELEASED TO CONSTRUCTION BMP.1 0 Z_ W ry p 0 Z 0 Q �t C A S T I E E 0 x A V E ��09 J 0)X W - - - - - - - - - - - - - -6-�r - - - - - 88 - - - - - - - - - - - - - - - - - - - - - 0 Q ( ' 5 0 R / W ) �� W N 2�Z X Q M "N Q CV WATER METER FACE OF CURB & fig& 9 �6S �O N 0 6 ' A6 /6"TREE — 9�� CA 0 & 0 20"TREE �� LANTER — 8n _ CA 0 ��0� BENCHMARK STATEMENT: THE ELEVATIONS SHOWN ARE ON AN ASSUMED DATUM. SURVEYOR'S STATEMENT: THIS TOPOGRAPHIC SURVEY WAS MADE BY ME OR UNDER MY DIRECTION ON THE GROUND AND REPRESENTS MEASUREMENTS MADE MAY 2021. THE BOUNDARY SHOWN IS A RECORD BOUNDARY ONLY. A TITLE REPORT WAS NOT PROVIDED TO THE SURVEYOR BY THE CLIENT. NO PROPERTY CORNERS WERE FOUND ON THE SUBJECT PROPERTY AND NO WARRANTY IS MADE ABOUT THE BOUNDARY SHOWN. NO EASEMENTS ON SUBJECT PROPERTY ARE SHOWN. EASEMENTS MAY EXIST. Q Z w o > LL J Q n U 00 I Li) J 0 F-- I Q � U I Lo N N 0 Z n LL- 0 w � > � ry Q � U V) U w Q � n d Z Q Z ry � O U O 0 m Ld Q 0 Z Q U) LAND SCR SAVI❑R N co MICALLEF U) No. 8289 k�T9TF OF CAOFC��\P LAND SURVEYOR, LS 8289 (805) 709-2423 NUTILITY POLE 05-24-21 DATE R N' M N0. N N I o a) 2 Z N M n o in o o Q Drawing Number: 1 OF 1 DEMO. PLAN -KEYNOTES 1. DEMOLISH EXISTING RESIDENCE AND GARAGE TO NATURAL GRADE. Conceptual DCS18riS, Geurs Inc. 2. DEMOLISH EXISTING HARD/SOFTSCAPE AS SHOWN. 3. DEMOLISH EXISTING TREE NON PROTECTED TREES ON LOT. 4. DEMOLISH EXISTING CURB, GUTTER, DRIVEWAY AND SIDEWALK AND REPLACE IN ACCORDANCE TO SP.1 405 bay swater ave. 5. UTILITY NOTE SEWER LATERAL, WATER SERVICE, GAS AND Burlingame, california 94010 6 ELECTRICAL LINES SHALL BE DISCONNECTED AT THE MAIN AND PER CITY tel: 650.703.6197 REQUIREMENTS.) AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR email: j8eurse@8mail.com THESE ITEMS. CONTRACTOR SHALL CALL "USA" TO DETERMINE. ALL UTILITY LOCATIONS PRIOR TO DISCONNECTING. SIGNATURE BOX I 6. STARTING JUNE 5, 2019 ALL PROJECTS THAT INVOLVE DEMOLITION OF A NAME JESSE GEURSE BUILDING WILL NEED TOE NSURE THAT POLYCHLORINATED BIPHENYLS 50.00' N 55°04'00_W _ _ _ I DO NOT ENTER THE STORM DRAINS PER MUNICIPAL CODE 15.15 MANAGING PCBS DURING BUILDING DEMOLITION ORDINANCE DATE JANUARY 19, 2022 ' — — — — — — F I I 7. EXISTING 18" HIGH GARDEN WALL TO REMAIN. CTPY OF BURLINGAME BUSINESS IJ : GE URS CO AL DESIGNS, INC. I I 8. EXISTING CITY STREET TREES TO REMAIN. PROTECT PER CITY NO 22811, EXPIItATION DATE 06/30/ 1. • I I REQUIREMENTS. I / I I w �/ I I I LAWN I V=10138' I L---- G GE J I o DEMO GENERAL NOTES 7 CONCRETE I GENERAL CONTRACTOR GENERAL DEMOLITION NOTES: L — — — — — — — — —I— I / — — — — A PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION CREW. CONCRETE_ METER _ E4CTRIC B. ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL ELECTRICAL / I I / �� ITEMS TO BE REMOVED. CONSULT OWNER ON COLOR OF PLATE WALL j/ — — — — — �� 1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY DESIGNER / BLOCK I I / I OF ALL DISCREPENCIES BEFORE PROCEEDING WITH WORK. C. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND DRIVEWAY 1 1I PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND 2 SUPPROT OF STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, r, CONCRETE CONCRETEI� SETTLEMENT, DAMAGE OR INJURY. B U R LI N G A M E J C D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFTY Of c A L I F o R N I A THE STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE DO NOT RESUME OPERATIONS UNTIL U I SAFETY IS RESTORED. �1 w �. E ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING _METER ��\ I UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB _ _ a GAS d, I OFF. NOTIFY THE EFFECTED UTILITY COMPANY INADVANCE AND OBTAIN CLEANOUT w APPROVAL BEFORE STARTING WORK SEWER�1 Q I a I F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICES LINES AND CAPPING LOCATIONS AN PROJECT RECORD �v, DOCUMENTS. w I I G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF o l I o I MATERIALS BEING DEMOLISHED. IMMENDIATELY REMOVE FROM SITE 6 o zI I' H. DEMOLISH IN A ORDERLY AND CAREFUL MANNER AS REQUIRED TO DRIVEWAY I w ACCOMODATE NEW WORK, INCLUDING TFLNT REQUIRED FOR I CONCRETE I I CONNECTION TO THE EXISTING BUILDING. PROTECT TI-111 EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE — — _ I I DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. u \� I J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, WHERE CHIMNEY I CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR, PATCH, — — — — RIDGE=116.90' I REFINISH, OR REPLACE SAID ITEMS AS REQUIRED TO MATCH EXISTING AT /Nv NO CHARGE TO THE OWNER / \ I / \ K. CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED TO ELEV=gg gg` / \ I PREVENT LEAKAGE RETROFIT EXISTING AS REQUIRED FOR CONNECTION 0 L THRESHOLD / b \ I OF NEW PLUMBING FIXTURES. — — — — — — — — — — — u _ (COVERED) w I L A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO AN PORCH OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CGC 4.408 AND SHALL COMPLY TO CITY OF BURLINGAME ORDINANCE #1704 1 L I — PLANTER I 0 DRIVEWAY I I I Q CONCRETE BRICK 5 I 0 STEPS\ I LAWN I I DRIVEWAY LAWN I 4-13 2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JIG PLANNING -DESIGN REVIEW SUBMISSION CONCRETE L L CLEANOUT \ I NO. I DATE BY DESCRIPTION CONST. r -- — -- -- -- -- -- -- -- --� REVISIONS 50.00' N 55°04'00" W CLEANOUT ,SEWER ----- - - -- — — — — — _ IT IS THE RESPONSIBIITIY OF THE CONCRETE SIDEWALK CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION — — — — — — — — — — — — — — — — DOCUMENTS BEFORE COMMENCING — — _ — PLANTER ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES 61R 201REE i DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER ----��_----�__-__ — --------------___-- \ FACE OF CURB METERS / PROJECT NAME 8 $ WATER NEW RESIDENCE for MR RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE 4 SITE DEMOLITION PLAN DEMO. PLAN -LEGEND DATE ENGINEER DRAWING NO. 2126 AART ASSINK JOBNO. EXISTING TO BE DEMOLISHED. DRAWW N JFG SCALE AS SHOWN DMA CONTRACTOR TO HAVE ENTIRE SITE BY, EXISTING SITE DEMOLITION PLAN UTILITIES LOCATED BY USA REVIEWED C CONSTRUCTION SCALE 1/8"=1'-0" JFG BY PUBLIC WORKS NOTES SITE PLAN KEYNOTES rr� Co l De Inc. 1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. SEE SHEET BMP.1 1. LINE OF FIRST STORY SHOWN SOLID. CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER, SIDEWALK, DRIVEWAY AND OTHER APPURTENANT WORK IF AREAS 2. LINE OF SECOND STORY SHOWN DASHED DOT AND SHADED. V L u r S e Il C ep t U a S i8 n S , ARE REQUIRED TO BE ALTERED. A NEW DETACHED ONE CAR GARAGE /ADU SHOWN SHADED. 2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO.1710, THE SEWER 4. LOCATION OF GAS METER. INSTALL PER PG&E REGULATIONS BACKWATER 5. LOCATION OF NEW 200 AMP ELECTRICAL PANEL AND METER 405 bay swater ave. INSTALL PER PG&E REQUIREMENTS. Burlingame, California 94010 3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE 6. LOCATION FOR FIRE RISER FOR FIRE PROTECTION. tel: 650.703.6197 BUILDING DEPARTMENT COUNTER. A SEWER LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED. COORDINATE WITH DESIGN BUILD/FIRE PROTECTION COMPANY email: jgeurse@gmail.com 4) SEE SHEET PW.1 FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS 13 20 FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER REFER OHP 2 (E)�FOU �(�ii Mw � TO APPROVED FIRE PROTECTION PLANS SEE SHEET PW.1 SIGNATURE BOX 5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. T.O. N.G. � 1'-G" SB. PW.2 A.T.O. N.�� T.O. N.G. NAME JESSE GEURSE 101.42' 101.79' 102.15' NOTE: DESIGN FOR DISCHARGE OF FIRE SPRINKLER TEST WATER TO 50.00' N 55°04'00_W LANDSCAPE OR SANITARY SEWER DATE 22 JANUARY 19, 20' 6) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A - I - - - - - _ _ _ _ _ � � T _ ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL OF THE 7. LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. BUILDING PERMIT. I \ SEE W-2780, SHEET PW.1 AND DETAIL 10, SHEET AD.1 CITY OF BURLINGAME BUSINESS LIC : GE CON AL DESIGNS, INC. 29 i I \ 8. LOCATION OF NEW WATER METER CHANGE METER AND SIZE IN NO.22811, EXPIRATION DATE 06/30/ 20 I ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND SITE DRAINAGE NOTE I PER CITY OF BURLINGAMES PUBLIC WORKS AND FIRE �011 �. DEPARTMENT REQUIREMENTS. MIN. I" METER 1. CONTRACTOR TO PROVIDE 4" DIA. PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. TIE ALL PW 2 O GE I ADU` I 9. MAIN LATERAL FROM METER TO RESIDENCE VERIFY SIZE OF ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY SIDEWALK AND CURB IS REQUIRED TO HAVE CITY PERMIT. T.O. N.G. 1 T.O. N.G. LINE WITH FIRE PROTECTION CALCULATIONS AND APPROVED REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET PW.1 AND PW.2 101.00' I I I W2 101.50, FIRE PROTECTION PLANS. x SETBACK FOR AN.G. 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. U Q _ I - - - - - - - - - - - - _ _ T _ _ _ x 10. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR I I I I 5 REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER. 22 ADUENTRY ❑ � 31 PW.2 OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED IN CITY RIGHT AWAY. PARKS DEPARTMENT F.F. SLAB=102.45' I,row.� WA;1 �' I RE,E ON . 11. NEW 4" SANITARY SEWER TO CITY MAIN AND CLEANOUT PER wa PUBLIC WORKS REQUIREMENTS. SEE DETAIL SS-1 AND SS-2, SHEET p ❑ , - L - -- T9 -- -- -- __ 13 I 1 O Oa PW.2.OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION WITHIN CITY EASEMENT. REPLACEMENT OF EXISTING 4" SEWER 1. CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. z U REAR LAWN 18 LATERAL TO INCLUDE WYE AT THE MAIN AS DIRECTED BY THE 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330) O U / � ". PUBLIC WORKS INSPECTOR 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. W4 1 "' u `� I `? 12. NEW SANITARY CLEANOUT PER CITY STANDARDS. SEE SHEET PW.1 4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR STRAPS. y. / 5. REFER TO SHEET L.1 FOR ALL LANDSCAPE NOTES 2 p S/ 18 /� / I PAVED PATIO 19 I 18 j 13. 4" DIA. DRAINAGE LINE TO STORM BASIN RETENTION WELL. DIRECT WATER TO ALL PLANTING AREA / 14. A REMOVE/REPLACE UTH-JTIES ENCROACIMENT PERMIT IS ADU LOCATION NOTE � I ' - - i - - - - I I REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND DRIVEWAY / SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY I i 5 SEWER LATERAL CONNECTIONS AND INSTALL ANEW 4" LATERAL., 1.12. DUE TO THE CLOSE PROXIMITY OF THE ADU TO THE PROPERTY LINE, AND TO AVOID ENCROACHMENT TO THE NEIGHBOR'S PROPERTY OR REAR CITY AILEY, A CONSTRUCTION STRING LINE MUST BE ESTABLISHED AT THE PROPOSED ROOF HEIGHT OF THE ADU AND MAINTAINED FOR I I I F °" ® I - - , - , (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARDBUILDING BURLINGAME AND PUBLIC WORKS INSPECTIONS. ANY ENCROACHMENT, INCLUDING ROOF OVERHANG AND GUTTERS MUST BE REMOVED PRIOR TO I 30 PROCEDURES AND SPECIFICATION, (4) ANY OTHER I PUBLIC WORKS FINAL SIGN -OFF. I _ - - - - - - UNDERGROUND UTILITY WORKS WITHIN CTIY'S RIGHT-OF-WAY. 12-10" S.B. 6TORY S _ I 15. LOCATION OF NEW BUILDING ADDRESS. NUMBERS ARE TO BE " PW.2 PW.2 A MINIMUM OF ONE-HALF INCH STROKE BY TWO AND ONE-HALF 1 y}` I INCHES HIGH, AND ARE EXTERNALLY ILLUMINATED BY • 32 I I T i I 24 LANDSCAPE FLOOD CONTROLLED BY SENSOR INSTALL PER T g„ BURLINGAME CODE 18.08.050. THE ADU ADDRESS WILL BEAN 2 I 2ND STORY S.B. ALPHA NUMERIC NUMBER WITH THE LETTER W AFTER THE MAIN 12'�ll" 2ND STORY S.B1 I I TO PROJECTION DWELLING NUMBER I. IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE AN.G I I I I WINDOW AN.G ADU NUMBER SHALL BE DISPLAYED SEPARATE FROM THE MAIN 97.25" I � i I 97.62' DWELLING UNIT ON EITHER A SECONDARY MAILBOX, GATE, OR � NON -MOVABLE STRUCTURE VISIBLE FROM TFIE STREET FRONTAGE Block Front Setback Survey S 1 I I 17 AT THE PROPERTY LINE, AS WELL AS ON TI-IEFRONT ENTRANCE OF 1409 - 1431 Castillo Avenue, Burlingame I o I o , 1.14EADU. DETACHED ADU MUST HAVE A DEFINE AND VISIBLE Savior P, Micallef Land Surveying z I I IG ' PATHWAY LEADING TOTHEADUWITHPROPERIILUMINATION. Licensed Land Surveyor #8289 1 � o 33 II. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. GUJRA�, RESIDENCE � � �; I QI I 16. CONCRETE STEPS AND LANDING Date: July 26, 2021 Project No. 2021 - Castillo J '" a.l - I � , 1 � z 17. EXISTING 6'-0" WOOD FENCE TO REMAIN. Contractor: 11'-4" ,� I 1 18. DIRECTION OF SITE DRAINAGE. SEE SURVEY. Rajiv Gujral I 1ST +2ND - STORYS.B. I 2 19. SEE SHEET LS.1 FOR SITE MATERIAL AND LANDSCAPING 1 ' I 2ND STORY S.B. 20. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE Project Location: 13 I PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED CONSTRUCTION(2019 CBC, TABLE 602.) 1425 Castillo (D 1 21. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR MANAGEMENT Burlingame, C A 6 I _ I 1 OF STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO I 1 BMP.1 FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING House Number Front Setback 7 I I I I , ; 3 -62 sB.T HIMIVEY CONSTRUCTION. 0 24 16'-6" 2ND STORY S.BI I I 20 33 22. LOCATION OF NEW 60 AMP ELECTRICAL SUB PANEL TIE 2 I - I I j ; BACK INTO NEW MAIN ELECTRICAL PANEL. 1409 Castillo Ave 24.10 feet PW.2 I'W.2 23. PROVIDE RIP RAP AT ALL GUTTER, STORM DRAIN INLET, CATCH BASINS 12'_10" I 1STSTORY SB.I I F.F. 9850' 1ST STORY S.B. AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES. ALL MEASURES 1417 Castillo Ave 21.00 feet I TO BE INACCORDANCE TO BMP.1 Q 29 IIII°" 24. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS,AND/OR PATIOS ONTO 1425 Castillo Ave 25.60 feet COVEREDIORCH G'-8" 1ST. STRY. S.B. VEGETATED AREAS. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. 0 Q 1427 Castillo Ave 15.00 feet \ \_�_� I ❑ / - - - ❑ ❑ ' I 25. NO STRUCTURE SHALL BE BUILT INTO CFTY'S RIGHT-OF-WAY, THIS 0 T.O. N.G. - A GE FRONT SETBACK _ I i I T.O. N.G. INCLUDES ALL EXISTING AND NEW, SUCH AS BUT NOT LIMITED TO, WALL, FENCE, RAILING, AND MAILBOX. SHOW ON SITE PLAN, DIMENSION FROM 1429 Castillo Ave 12.90 feet 93.50' I I 15 _ 93.75' i p0 PROPERTY LINE TO FACE OF CURB. ON BALBOA AVENUE, THIS 0 _ DRIVEWA - - _ _ _ _ _ - .62' - - - I V) MEASUREMENT IS 11.1-FEET MEASURED FROM FACE OF CURB. _ - - - 26. PROVIDE 10'-0" X 10'-0" ROCK ENTRY PAD AT ENTRY TO SITE FOR ON -SITE 1431 Castillo Ave 13.90 feet T. : A.N.G. - z O O L------- I -- - -- -='----,�I I 2 O SOIL CONTROL. _zTF. 5 _- - 5 6-27-2022 JFG PLANNING COMMISSION COMMENTS 31 �- - [ D - - 31 p '"�,�' 28. THE ADU MUST HAVE A DEFINE AND VISIBLE PATHWAY PW.2 _ - - ronmwn eal - RMwnm D acEu 1 I PW.2 (- l LEADING TO THE ADU WFTH PROPER ILLUMINATION. THE 4-28-2022 JFG PLANNING DEPT COMMENTS-2ND Average Setback 18.7 5 feet O 0 �„oN _ �„oN _ L�"J - _ - - - L` EU j - I r 9 c' MAILBOX MUST BE CONSTRUCTED BEHIND THE PROPERTY. 4-13-2022 JFG PLANNING DEFT COMMENTS 26 PW.2 - _ - - _ - - - I I 00 THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL 1-19-2022 ONT LAWN (N) W-ALK-W-A FRONT LAWN 11 BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. T.O. N.G. I� m - - - - T.O. N.G. - - - - - I I T.O. N.G. CODES. 90.35' �� 1 - - - 89.29' - - 88.23' 29. LOCATION OF ELECTRICAL VEHICLE CHARGING REVISIONS 0. -----Z�--- - -f STATION. IT IS THE RESPONSIBILITY OF THE. N 0.SZ89 _- _ - - - - - 1 12 H - - - U INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED WITH A RACEWAY, WIRING, RECEPTACLE, AND 2 * Savior Micallef L.S. 8289 ExP /3s,/--1 r I CONTRACTOR TO VERIFY ALL / CONCRETASIDEWAL.K / I o Q l U ELECTRICALCAPACITYTOTHEEVCHARGINGSTATION.A FIE moSAND COMPARE 421 Wi1dWOOd Drive ��@' � � MINIMUM 208V/240V, 40 AMP CIRCUIT WITH RECEPTACLE THEMWITH WITH THE CONSTRUCTION DOCUMENTS BEFORE South San Francisco, CA 94080 FoFCA1-���� // % a O LABELED EVVEHICLEOUTLET" OR ELECTRICAL VEHICLE SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. ACTIVITIES,MOR OMMIS�SIO SING (805) 709-2423 $9 - / R 20"TREE O i 6"TREE / 8 p a. z 25 OR ANY OTHER INCONSISTENCIES CY p 30. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) BE REPORTED TO DESIGNER.B 89.2T INSTALLATION BY APPROVED SOLAR POWER COMPANY. SEE CALCULATION THIS SHEET. 87.8T 8G.4G' PROJECT NAME T.O. C A.T.O. C �� I T.O. C 31.36" X 36" X 60" DEEP STORMWATER RETENTION WELL SEE DETAIL 5, NEW RESIDENCE 23 23 10 SHEET PW.2 DIRECT ROOF RUNOFF ONTO VEGETATED AREAS for ALL CURB GUTTER, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE SHALL BE REPLACED 32. EXISTING BRICK CURB TO REMAIN. 1425 . AJIV G _ AVENUE PER CITY OF BURLINGAMES PUBLIC WORKS REQUIREMENTS AND SI-IEP.TS PW.1, 2 33. NEW SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING BURLINGAME, CALIFORNIA 94010 UNIT SHALL BE CONNECTED TO THE EXISTING LATERAL ON PRIVATE DRAWING TITLE 14 CASTILLO AVE PROPERTY SIDE PER MUNICIPAL CODE 15.08.050, NO SUBLATERAL TO THE MAIN SEWER IS PERMITTED 33. LOCATION OF EXISTING ADJACENT SECOND STORY SITE PLAN O R / ` V V A T WINDOW DATE ENGINEER. DRAWING NO. AVERAGE FRONT SETBACK 2126 AARTASSINK JOB NO. SCALE AS SHOWN Sp.1 AVERAGE FRONT SETBACK ALONG SUBJECT BLOCK = DRAWN JFG BY. 18'-5" RELEASED TO AVERAGE FRONT SETBACK SURVEY SITEPLAN SEE SURVEY REVIEWED CONSTRUCTION SCALEl//�-1IY BY: PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS LENGTH OF THE RISER AT 45 DEGREES (IN FEET) VERTICAL DEPTH TO LATERAL AT CLEAN -OUT (IN FEET) "D" TEST PRESSURES MINIMUM OF 4 PSI (IN PSI) SEE NOTE III 1 0.7 0.7 2 1.4 1.4 3 2.1 2.1 4 2.8 2.8 5 3.5 3.5 6 4.2 4.2 7 4.9 4.9 8 5.7 5.7 9 6.4 6.4 10 7.1 7.1 11 7.8 7.8 2 8.5 8.5 13 9.2 9.2 4 9.9 9.9 15 10.6 10.6 16 11.3 11.3 NOTE: 1. GROUND WATER IS ASSUMED AT 3'-0" BELOW GRADE. EJ, Cn m m Y 0m 9 0n -1 p ;0 A Z rn r m (A 6I * 1 _ G7 T W Cc0 Cc Z D o SEWER LATERAL TEST (AIR) CITY ORDINANCE #1329 DEPARTMENT OF PUBLIC WORKS PROVED BY DRAWING N0. BURLINGAME DATE SS-2 8/17/2006 (4 of 4) ALTERNATE 1 R. ALTERNATE 2 USE CLEAN -OUT 1 T I B. AIR TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABOR FOR MAKING THE TEST, EXCEPT THE PRE55URE TEST GAUGE AIR TEST EQUIPMENT SHALL BE APPROVED BY THE CITY, THE CONTRACTOR SHALL CLEAN PIPE AND PLUG THE LATERAL AT THE BUILDING LINE AND THE CITY CLEANOUT. (IF A CLEANOUT IS WITHIN TWO FEET (2'-0-) OF THE BUILDING, THE LATERAL MAY BE PLUGGED AT THE CLEANOUT.) THE LEAKAGE TEST OF THE LATERAL SHALL BE CONDUCTED IN THE PRESENCE OF THE CITY IN THE FOLLOWING MANNER: AIR SHALL BE SLOWLY SUPPLIED TO THE PLUGGED LATERAL UNTIL THE INTERNAL AIR PRESSURE REACHES 4.0 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE AIR PRESSURE SHALL BE REGULATED BY A SUITABLE REGULATOR VALVE. AT LEAST TWO MINUTES SHALL BE ALLOWED FOR TEMPERATURE STABILIZATION BEFORE PROCEEDING FURTHER. THE RATE OF AIR LOSS SHALL THEN BE DETERMINED BY MEASURING THE TIME INTERVAL FOR THE INTERNAL PRESSURE TO DECREASE FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE TIME INTERVAL MEASURED FOR THE INTERNAL PRESSURE TO DROP FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH IS 10 SECONDS OR GREATER. SEE STANDARD DRAWING SS-2 (4 OF 5). 4. IF THE LATERAL PASSES THE TEST, IT SHALL BE CERTIFIED AS ACCEPTABLE AND THE SALE CAN TAKE PLACE WITHOUT ANY FURTHER ACTION. THE CERTIFICATION SHALL BE PLACED IN THE BUILDING DEPARTMENT FILE. THIS CERTIFICATION SHALL BE EFFECTIVE FOR TEN (10) YEARS, IF THE LATERAL FAILS THE TEST, THE LATERAL SHALL BE EITHER REPAIRED OR REPLACED AND RETESTED UNTIL THE LATERAL PASSES. THERE WILL BE NO ADDITIONAL FEE FOR RETEST ON REPAIRED OR REPLACED PIPING A PLUMBING PERMIT WILL BE REQUIRED FOR ANY REPAIRS OR REPLACEMENT, AN ENCROACHMENT PERMIT MAY ALSO BE REQUIRED DEPENDING ON THE LOCATION OF THE REPAIR. A COMPLETE REPLACEMENT FROM BUILDING TO CITY CLEANOUT IS EFFECTIVE FOR 25 YEARS. A REPAIRED AND TESTED LATERAL IS EFFECTIVE FOR TEN (10) YEARS. 5. THE CITY NEITHER HAS NOR WILL MAKE ANY DETERMINATION AS TO WHO WILL PAY FOR THE TESTING AND REPAIRING THAT IS TO BE DECIDED BETWEEN THE PARTIES INVOLVED IN THE SALE. FOUNDATION HEIGHT 2' MIN. 1 1L HEIGHT OF LATERAL I PRIVATE SEWER LATERAL AND TESTING PROCEDURE AND REQUIREMENTS DEPARTMENT OF PUBLIC WORKS PROVED BY DRAWING NO. DATE SS-2 8/17/2006 (2 of 4) STREET OR ALLEY AREA 1a, BUILDING MUST HAVE CITY CLEAN -OUT IN RIGHT-OF-WAY AREA, OR OWNER MUST INSTALL NEW CITY CLEANOUT. 1b. CITY REPLACES "P' TRAPS IN RIGHT-OF-WAY ONLY. 2. TO PERFORM TEST, DOUBLE PLUG IS REQUIRED BY OWNER/CONTRACTOR. 3_ AFTER TEST, CITY WILL LISTEN FOR WATER FROM TEST FIXTURE WHEN PLUG IS REMOVED TO CONFIRM LINE IS OPEN AND NOT PLUGGED ELSEWHERE. PLUG LATERAL AND CLEAN -OUT (PER NOTE 2 ABOVE) TEST PRQCEDURE ALTERNATE 1 - 1a. USE LOWEST FIXTURE WHICH IS A MINIMUM OF 2' ABOVE THE LATERAL ELEVATION AT CLEAN -OUT 1b. CHECK THE BASEMENT DRAINS OR SUMP PUMP. 1e. 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 I5 FOUR (4) OR LESS GALLONS FOR FOUR (4") INCH OR SIX (6") INCH LATERAL_ ALTERNATE 2 - 1. INSTALL OR USE EXISTING CLEAN -OUT OR FIXTURE AT THE FOUNDATION LEVEL (FLOOR JOIST LEVEL) OR SLAB FLOOR LEVEL.I. 2. CONTINUE TEST AS IN ALTERNATE 1. F-� A SIDEWALK (4' MINIMUM) I VARIES DRIVEWAY APPROACH 6" WDE CURB 18" GUTTER OR 1' MIN. OR AS I 1' MIN, OR AS DIRECTED BY MATCH EXISTING DIRECTED BY THE CITY CITYTHE A.C. A. . A L 1.5' TO 2.0' (TYP.) 1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) FULL DEPTH (TYP.) OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. DRIVEWAY (ATTACHED) PLAN VIEW N.T.S. BACK aF SIDEWALK 4' MIN. VARIES V WIDE (MIN.) A.C. REMOVE/REPLACE ' GROOVE )LD JOINT 2R SLOPE TYP. SLOPE 8.33, MAX SLOPE 15% ° ° r1" TO MATCH `° 1 EXISTING SEE NOTE 8 SOIL OR ENGINEERED FILL COMPACTED ` TO 95% RELATIVE COMPACTION SEE NOTE 14 SECTION A -A N.T.S. PUBLIC SIDEWALK SHALL BE IN CITYS RIGHT-OF-WAY. , . 4'(MIN) SIDEWALK2% SLOPE IV y b -3 °� x 0 DRIVEWAY CUR GUTTER 1' MIN. OR AS 1' MIN. OR AS DIREC]ED CI BY THE CITY DRIVEW AY WAY WIDTH VARIES 2 (SEE NOTE 7) 2 INDUSTRIAL AREAS PLAN VIEW N.T.S. BURLINGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER DEPARTMENT OF PUBLIC WORKS REQUIREMENTS FOR CONSTRUCTION OF SIDEWALK. DRIVEWAY. CURB AND GUTTER (UNLESS OTHERWISE APPROVED BY ENGINEER) 1. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA OR 95% IN DRIVEWAY. A DRIVEWAY RAMP SHALL BE A MINIMUM 4' WIDE MEASURED FROM FACE OF CURB 2 ALL E YS L 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. 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, NTH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION. 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. 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. 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 NTH 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. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT PERMIT. 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS IF NOT PERMITTED. 19. PROVIDE AND INSTALL #4xi2" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE SIDEWALK. g5x12' DOWELS ARE ALLOWED IF APPROVED AND DIRECTED BY ENGINEER. yy4x12" DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SIM 20. THE BACK OF THE DRIVEWAY SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE THE FLOW LINE OF THE FRONTAGE CURB IN /HE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET INTO PRIVATE PROPERTY. BURLINGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER DEPARTMENT OF PUBLIC WORKS APPROVED BY DRAWING NO. DATE SWA 8/9/2017 (3 of 3) PRIVATE SEWER LATERAL AND TESTING PROCEDURE AND REQUIREMENTS ORDINANCE NO. 1329, WHICH WAS ADOPTED JULY 7, 1986 AND BECAME EFFECTIVE AUGUST 7, 1986 AND WAS MODIFIED BY ORDINANCE 1623 ON MARCH 23, 2000, REQUIRES THE ABATEMENT OF SEWER LATERALS AND CLEANOUTS WHICH ARE FOUND TO CONTAIN LEAKS OR SEPARATIONS; LATERALS COVERED ARE FROM THE BUILDING SERVED TO THE CLEANOUT IN THE CITY RIGHT-OF-WAY. THE ORDINANCE ALSO REQUIRES THE TESTING AND REPAIR OF LATERALS PRIOR TO THE SALE OF THE PROPERTY IF THE BUILDING WAS CONSTRUCTED 25 YEARS OR MORE BEFORE THE DATE OF SALE. DATE OF CONSTRUCTION SHALL BE THE DATE THE BUILDING PERMIT WAS FINALED. IN ADDITION, TESTING IS REQUIRED IF TWO (2) OR MORE PLUMBING FIXTURE UNITS ARE ADDED TO A PROPERTY. THE FOLLOWING PROCEDURES AND REQUIREMENTS ARE ADOPTED TO IMPLEMENT ORDINANCE NO. 1329, IT SHALL BE THE OWNER'S RESPONSIBILITY TO DETERMINE IF TESTING IS NEEDED. CONTACT THE BUILDING DEPARTMENT TO DETERMINE THE AGE OF THE STRUCTURE AND IF THE LATERAL HAD BEEN TESTED AND/OR REPAIRED WITHIN THE PAST TEN (10) YEARS. IT CAN BE ASSUMED THAT TESTING AND REPAIRS HAVE NOT BEEN DONE UNLESS THE PROPERTY HAS BEEN ALTERED OR SOLD AFTER AUGUST 1986. IF THE LATERAL NEEDS TESTING, THE PROPERTY OWNER SHOULD RETAIN A CONTRACTOR OR PLUMBER TO PERFORM THE TEST. THE TEST SHALL BE PERFORMED AS FOLLOWS: 1. THE TEST MUST BE WITNESSED BY A CITY REPRESENTATIVE TO MEET THE ORDINANCE REQUIREMENTS. THE CONTRACTOR OR OWNER SHALL FIRST OBTAIN AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT IN CITY HALL AND PAY AN ENCROACHMENT PERMIT FEE PER THE LATEST ENCROACHMENT PERMIT FEE SCHEDULE. OBTAINING THE PERMIT CAN BE DONE BEFORE OR CONCURRENTLY WITH SCHEDULING AN APPOINTMENT BUT IS REQUIRED AT THE TIME OF THE TEST. ALL ARRANGEMENTS AND SET UP SHOULD BE COMPLETED BY THE TIME THE CITY REPRESENTATIVE ARRIVES TO WITNESS THE TEST. CALL 650-558-7670 TO SCHEDULE AN APPOINTMENT. 2. EACH LATERAL IS TO HAVE A CLEANOUT LOCATED IN THE CITY RIGHT-OF-WAY. IF A CLEAN OUT DOES NOT EXIST THEN ONE WILL BE REQUIRED TO BE INSTALLED. THE OWNERS CONTRACTOR WILL INSTALL THE CLEANOUT WITH AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. CITY PERSONNEL CAN SPEND A LIMITED AMOUNT OF TIME TO ASSIST IN LOCATING AN EXISTING CLEANOUT OR LATERAL. A CLEANOUT LOCATED ADJACENT TO THE BUILDING WILL BE AN AID IN THE TESTING PROCESS OR LOCATING THE PIPE ROUTE FOR REPAIRS AND IS NOW REQUIRED IN THE UNIFORM PLUMBING CODE. A PLUMBING PERMIT FROM THE BUILDING DEPARTMENT IS REQUIRED FOR THE CLEANOUT ADJACENT TO THE BUILDING OR ANY WORK DONE ON PRIVATE PROPERTY. 3, TESTING WILL BE ACCOMPLISHED BY EITHER A WATER EXFILTRATION TEST OR AN AIR TEST. THE AIR TEST SHALL BE USED IN HILLSIDE AREAS WHERE THE HYDRAULIC HEAD PRESSURES COULD DAMAGE THE PIPE. A. WATER EXFILTRAFON TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT, EXCEPT THE CALIBRATED BUCKET. THE CONTRACTOR SHALL PLUG THE LATERAL AND RISER AT THE CITY CLEANOUT AND THEN SURCHARGE THE LINE WITH WATER TO A POINT EQUAL TO THE FOUNDATION'S GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB, DEPENDING ON CONSTRUCTION. THE MINIMUM HEIGHT OF THE WATER LEVEL SHALL BE TWO FEET (2'-0") ABOVE THE FLOWLINE OF THE LATERAL AT THE CITY CLEANOUT. IF THERE IS ANY FIXTURE INSIDE THE STRUCTURE LOWER THAN THE TESTING WATER LEVEL, THE CONTRACTOR SHALL HAVE TO EITHER PLUG THE FIXTURE OR THE LATERAL AT THE BUILDING AN APPROVED BACKWATER VALVE SHALL BE INSTALLED IF THERE ARE ANY PLUMBING FIXTURES BELOW THE LEVEL OF THE CITY CLEANOUT. A PLUMBING PERMIT IS REQUIRED FOR THIS WORK THE CONTRACTOR MAY ALSO INSTALL OR USE AN EXISTING CLEANOUT NEAR THE STRUCTURE AT THE FOUNDATION GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB FLOOR LEVEL TO ESTABLISH THE MINIMUM TWO FEET (2--0") WATER LEVEL. THE LATERAL SHALL REMAIN SURCHARGED FOR A PERIOD OF 30 MINUTES AND THE AMOUNT OF WATER LOST SHALL BE MEASURED. THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE AMOUNT OF WATER LOST IS LESS THAN FOUR (4) GALLONS. NO INCREASE OR ALLOWANCE IS ALLOWED FOR LONG LATERALS OR FOR LATERALS LARGER THAN THE 4-INCH MINIMUM SIZE. SEE STANDARD DRAWING SS-2 (3 OF 5), PRIVATE SEWER LATERAL AND TESTING APPROVED BY DRAWINN0. Qn%j PROCEDURE AND REQUIREMENTS DATE S O, DEPARTMENT OF PUBLIC WORKS 8/17/2006 (1 of 4) F-_ A IF— SEE NOTE 18 TYPICAL 5' SIDEWALK SCORING DETAIL N.T.S. LEGEND S - SCORE UNE EJ - EXPANSION JOINT WPJ WEAKENED PLANE JOINT 1 B I I SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER) I W W V I -PLANTING „ I STRIP - I I / DRIVEWAY APPROACH v PLANTING STRIP . 4 (SEE NOTE 7) 1 6" NOE CURB 18" GUTTER OR MATCH EXISTING 1' MIN. OR AS DIRECTED BY THE CITY I MIN. AS DIRT BY THE B A.C. 8 CONCRETE A.C. &CONCRETE L� A TO 2.0' L� B 1.5'-2.0' (TYP.) SAW CUT, REMOVE, AND REPLACE V WIDE (MIN.) OR CTED CITY IITV.) LULL ULYIN V [ itCrL/1VIrv4 LOBO/VU - OR DRIVEWAY APPROACH. DRIVEWAY (DETACHED) PLAN VIEW N.T.S. WI OR AS DIRECTED PLANTING STRIP BY CITY ENGINEER (SEE NOTE 6) 6 1' WOE A.C. REMOVE/REPLACE SLOPE AT 1/4" PER FOOT (2R) 4"MIN. ° / / I 6• a, o° M4 02" DOWELS OR 1.5 M5 02" DOWELS IF DIRECTED BY ENGINEER AT 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE 3- If SEE NOTE 14 90% RELAT�VE ENGINEERED TO ztz' DOWELS SECTION A -A N.T.S. 3" �1" 5' WIDE IT AS DIRE lED (SEE NOTE 2) BY CITY ENgNEER TYP. SLOPE 8.337, S E LIP 1WDEti1.C. R CONCRETE INTE 8 SLOPE AT 1 4' PER FOOT 2 / ('S) -� MAX SLOPE 359, REMOVE/REPLACE SEE ' < a ° c c NOTE 8 ° c FULL DEPTN a SOIL OR ENGINEERED FILL, COMPACTED TO 95x RELATIVE COMPACTION/'\'//YK/!.� L SEE 1.5+ NOTE 34 SECTION B-B (SEE NOTES ON SHEET 3 OF 3) N.T.S. APPROVED BY DRAWING BURLiNCAME SIDEWALK DETAIL, DRIVEWAY, CURB AND GUTTER No. DATE a/s/2on SWA (1 of 3) DEPARTMENT OF PUBLIC WORKS REQUIREMENTS FOR CONSTRUCTION OF SIDEWALK. DRIVEWAY. CURB AND GUTTER (UNLESS OTHERWISE APPROVED BY ENGINEER) 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. 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, NTH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION. 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. 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 NTH 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. 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 REMOVVREPLACE A.C. PAVING V WIDE (MIN.) WITH HOT MIX A.C. SAWCUT FULL DEPTH AC AND CONCRETE 6 -7" +/-, REMOVE AND REPLACE NTH 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. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT PERMIT. 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS IF NOT PERMITTED. 19. PROVIDE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE SIDEWALK, p5x12" DOWELS ARE ALLOWED IF APPROVED AND DIRECTED BY ENGINEER. f4.12" DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SW-1. 20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12' ABOVE THE FLOW LINE OF THE FRONTAGE CURB IN 7HE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET INTO PRIVATE PROPERTY. SIDEWALK, DRIVEWAY, CURB AND GUTTER DEPARTMENT OF PUI3LIG WORKS APPROVED BY DRAWING NO, DATE SW-1 B/9/201L7 (3 of 3) ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TESTER BEFORE APPROVAL OF THE WATER SYSTEM. SEE THE SAN MATEO COUNTY WEB SITE FOR APPROVED LIST OF CERTIFIED TESTER'S AT HTTP://SMCHEALTH.ORG/NODE/426. FOR ADDITIONAL INFORMATION ON USC APPROVED DEVICES PLEASE CALL THE WATER DIVISION AT (650) 558-7670_ PLEASE COMPLETE THE "WATER DEMAND WORKSHEET" 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 H7TP://WWW.BURLINGAME.ORG/INDEX.ASPX?PAGE=125. TO DOMESTIC ADDRESS: FF===� TO IRRIGATION SYSTEM HOSE BIB WITH BACKFLOW PREVENTION VACUUM BREAKER ASSEMBLY TYPE: BRAND: PRESSURE REDUCING MODEL#: VALVE (IF NEEDED) SIZE: HOUSE VALVE SEE NOTE TO FIRE SYSTEM BACKFLOW PREVENTION ASSEMBLY TYPE: DOUBLE CHECK BRAND: MODEL#: METER SIZE; CUSTOMER SERVICE SIZE TO BUILDING: PSI SSURE FIRE PLANS SUPERSEDES THIS SERVICE MATERIAL TYPE: SERVICE SIZE TO WATER METER: jI WATER METER SIZE; NOTE: 1. REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX TYPICAL RESIDENTIAL WATER SERVICE DETAIL (WITH FIRE SYSTEM) DATE NOV 2012 DRAWING NO. W-1780 DEPARTMENT OF PUBLIC WORKS DRAWN BY: L.T. SCALE: NONE SHEET 1 0171 CHECKED BY: K.O APPROVED BY: By NOTE: 1. ALL DEVICES SHALL BE APPROVED BY USC. 2. THE DEVICE SHALL BE INSTALLED AT THE OWNER'S PROPERTY LINE AND ADJACENT TO THE METER, COORDINATE WITH BURLINGAME WATER ON LOCATION. 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. 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 OF APPROVED DEVICES FOR BACKFLOW PREVENTION. 7. DEVICES MUST BE TESTED AND CERTIFIED BY CERTIFIED COUNTY TESTER. CONTACT COUNTY FOR APPROVED LIST OF TESTERS. 8, THRUST BLOCKS SHALL CONFORM TO W-1810. 9, 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. air � DATE DRAWING NO. Ih,RUNGAME DOUBLE CHECK DETECTOR - NOTES NOV 2007 W-2780 DEPARTMENT OF PUBLIC WORKS 8-28-12 ADDED NOTE 9 REGARDING SYSTEM DRAIN LM DRAWN BY: ENE SCALE: SHEET CHECKED BY: NEP NONE 4 OF 4 e oFMclnu R� sooR APPROVED BY: BUILDING OR OBSTRUCTION 24" MIN L FROM MAIN m o It o W a Im xI 0. 24" MIN L PLAN VALVES TO BE CHAINED AND LOCKED IN OPEN POSITION BYPASS METER TO BE INSTALLED BY CITY OF BURLINGAME (SEE NOTE NO. 3 ON SHEET 2 OF 2) I I w a Iz O p IOf d � I MIN 36" MAX EX GRADE I CONCRETE BLOCK & FROM AGRINNEL PIPE SUPPORT (FOR MA-- 4" & LARGER VALVES) \\ y CONCRETE THRUST BLOCK (SEE STANDARD DETAIL W-1810 FOR DETAILS) ELEVATION APPROVED BY DRAWING BURLINGAME DOUBLE CHECK DETECTOR (ABOVE GRADE) NO. DATE W-2780 DEPARTMENT OF PUBLIC WORKS OSlOBl2016 0 of 2) Curse Conceptual Desi8ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE DATE JANUARY 19, 2022 ' CITY OF BURLINGAME BUSINESS LIC EURS CO AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/g:( CITY O, Z 4-13 2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBU ITV OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTMUES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMIMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW RESIDENCE for MR RAJEEV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, C UTORNIA 94010 DRAWING TITLE PUBLIC WORKS STANDARD DETAILS DATE ENGINEER. DRAWING NO. JOB NO. AART ASSINK �{1 SCALEASSHOWNDRAWW N JFGBY: Pw. REVIEWED BY. JFG RELEASED TO CONSTRUCTION Geurse Conceptual Desi8ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAME. JESSE GEURSE DATE JANUARY 19, 2022 ' CITY OF BURLINGAME BUSINESS LIC : GE CO AL DESIGNS, INC. NG. ON DATE 22811, EXPIRATI06/30/ 22 12 NOT USED n NOT USED NOT USED 7 J SCALE=1"=1` 0" SCALE=NTS SCALE=NTS BURLINGAME C A L I P O R N 1 A it I • NOT USED R NOT USED NOT USED NOT USED 11 SCALE=NTS 3 SCALE=N T S SCALE=1"=1' 0" SCALE=1"=1' 0" SLOPE SLOPE 5% AWAY FROM BUILDING FOR LANDSCAPING TO I GROUND/LANDSCAPE AREAS, OI DRAIN MIN.2% Q AWAY FROM BUILDING FOR i HAREAS,FORTENFEET 0 Fiber Rolls SE-5 POP-UP EMITTER Z UNLESS NNOT NOTPRACTICAL LONGITUDINAL SWALES MAYBE USED. USE GRASSY SWALE OR OTHER MATERIALS TO MINIMAZE SEDIMENTS Note — VARIES 5% VARIES nstall fiber roll along a level contour. y _V 77777 Fiber rolls k �o� LINE OFALL FILTER A FABRIC� 00 00 00 Vertical spacing the '%��i�i��' O O O O measured along face of the slope '�' vanes between Install a fiber roll near FILL TO BE1.5TO3" DIA.DRAINROCK �� �� ID' and 20' ill slope where it transitions O O O I y into a steeper slope EARTHEN SWALE DETAIL SCALE=N T S TYPICAL FIBER ROLL INSTALLATION N . T. S. 4" DIA. SOLID DRAIN O O O O �I V 4-13 2022 JFG PLANNING DEPT COMMENTS PIPE (MIN. 2%SLOPE) 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION I I NOTE ALL GRADING IS BASED OFF OF NO. DATE BY DESCRIPTION CONST. Fiber OO O O O O I THISA E ALSECTIOT NRADE N.TIIF AND GFF DIMENSIONS ADJACENT GRADE roll 8° min S1oPo \ / � O O O SHOWN HERE MUST BE KEPT NOTIFYTHE ENGINEEIZBEFOREMAKINGANY SLOPE 5% FROM CHANGES. GROUND TO BOTTOM OF WOOD REVISIONS o E E I O O O SILL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE \ SLOPE 5% AWAY FROM BUILDING FOR TI-IEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING O O O O GROUND/LANDSCAPE AREAS, OR 2% ACTIVITIES, ERRORS, OMMISSIONS 3 / 4" x 3 /4" O O O O O AWAY FROM BUILDING FOR HARDSCAPE AREAS, FOR TEN FEET OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY wood stakes m a x 4'. FZR. UNLESS NOT PRACTICAL LONGITUDINAL BE REPORTED TO THE DESIGNER spacing SWALES MAYBE USED. PROJECT NAME NEW RESIDENCE ENTRENCHMENT DETAIL 5% NAT. GRD. for N . T, s. r-11 u MR RAJEEV GUJRAL NOTES:1425 CASTILLO AVENUE If more than one fiber roll is placed in a row, the rolls must be overlapped, not abutted. BURLINGAME, CALIFORNIA 94010 Turn the ends of the fiber roll up -slope to prevent runoff from going around the roll. DRAWING TITLE ADJACENT GRADE July 2012 California Stormwater BMP Handbook Portal 5 of 5 Construction SHEET TITLE www.casga.org SEE PLAN DATE ENGINEER DRAWING NO. TYPICAL FOUNDATION/GFF / 2126 JOBNO. AART ASSINK SCALE AS SHOWNPW.2 FIBER ROLL -WATTLE DETAIL DRYWELL r RETENTION WELL ROUNDSECTION B` J> 10 REVIEWED RELEASEDTo CONSTRUCTION SCALE=NTS J SCALE=1"=1' 0" TL SCALE=1=1-0 BY: JFG KEYNOTES CONTINUED B FLOOR PLAN KEYNOTES Aw Ge-urse Conceptual Designs, Inc. 32,_ 17'-1" 2" 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 6 A6 jam :mail: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE DATE JANUARY 19, 2022 ' CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. NO.22811, EXPIRATION DATE 06/M/ 22 DN. - - 5 F-� LINEOF2NDFLR� . uP.cAaJ L - ---- ---- DISHWASHER L LINE OF2ND FLR -� -AN 19'-2" - 6'-2" 4'-0" i u D Vo C1Fmo ! 8 I I � ■ I I 1� L C1 �■ of KITCHEN o i o a FAMILY ROOM i �'C CLG. HGT. = 9'-0" P ■ T. = 9-0" � r cm LEGEND' C1 r - + i WINEFRIG 4�. BURLINGAME 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE PROVIDE 5/8" TYP X ONE -HOUR FIRE RATED i 11'-12" c A L , F o iz tv , A I WALL AND CEILING PER CODE FOR REQUIRED 1 1-HOUR FIRE SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOWN DASHED. 1 1" 4'-6" 1 T-+2-" 3' 81-" 1' i PRIVATE GARAGE SEPARATION FROM THE DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF A MINIMUM 5/8" -INCH TYP "X" GYPSUM BOARD APPLIED TO THE GARAGE SIDE" PROPERTY LINE NOTE EXTERIOR BEARING WALLS �i CHAISE 671AIX37 DX37'T-I —�� OPEN PANTRY ' v STORAGE ' / LESS THAN FIVE FEET FROM THE PROPERTY LINE B ooMCLOSFT WILL BE BUILT OUT OF ONE -HOUR FIRE RATED — Vic' 3 CONSTRUCTION (2019 CBC, TABLE 602.)c' EXTERIOR WALL 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH LAP d UP i i SHINGLE SIDING / 2 LAYERS OF GRADE D' BUILD. ao I PAPER OR TYVEX O/ PLYWOOD W/ INSULATION PER wJ Lj u -L. TITLE 24 REPORT 7 n n 2X 4 STUDS AT 16 O.C. WITH 5/8"INTERIOR GYPSUM DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. 6 - i 1 STAIRWELL j DINING ROOM - �_ - 6 0 A6 PROVIDE 2X6 AT ALL PLUMBING WALLS. L 10'-4" 2'Aff 6' 10" u u u 00 T o i D $„ TH NO.1 cilOS. 2'"0 CL . HGT.I = VARIESZZT— 'i 9'-6"SOFFIT — S OW — — — ER — — — — — Cu 0 Ll CL(�S. -I 3'-8" kn D � 1 2'1„ 3 w 6,10„ I ENTRY SITTING ROOM ` I� L Q CLG. HGT. = 9'-0" o CLG. HGT. = 9'^0" J QUEENBED BEDROO NO.1 a� OF2ND 19- j o CLG. HGT. = 9-0" m F 6-27-2022 JFG PLANNING COMMISSION COMMENTS D - 4-28-2022 JFG PLANNING DEPTCOMMENTS.-2ND 4-13-2022 JFG PLANNING DEPT COMMENTS N F ND FL 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. - DN COVERED PORCH I CLG. HGT. = 9'-0" REVISIONS — ■ ], DN ❑ IT IS THE RESPONSIBILITY A THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW RESIDENCE 6 for A6 MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE 9'-4" 11'-62" 1'-6" 1 FIRST LEVEL FLOOR PLAN 32-12" C B..J A DATE ENGINEER. AART ASSINK DRAWING NO. 2126 SCALE: AS SHOWN JOB NO. A.1 DRAWN JFG BY: RELEASED TO FIRST LEVEL FLOOR PLAN SCALE 1/4"=1,_0" BYVIEWED JFG CONSTRUCTION RESIDENCE LOT COVERAGE FIRST FLOOR AREA - (SHOWN HATCHED)=1,708 S.F. LOT COVERAGE (SHOWN SHADED)=1,847 S.F. COVERED PORCH - (SHOWN HATCHED)=127S.F. DN. -_LINE OF2NDFLR� -. - UP.CA J O / // i - - - - - D IW 4S1IER L OF2 FLZZj �7 o ITeH F/��C CLG.I Imo. CLG. HGT. 9'�0 / / / / / / / / of o / ZX2 " REMG OPINC1ANfRY. LT 9. -0"SBFFfC / B OCLOSET UY sl j WC . c s. / / / / / /'oo/ HGT. / Y I/ / I l� / I CLG - 9-0 CLG. HGT. = 9, J � •'Y 1 CIF2NDFLit 1 / /GT. = 9'-0° ' �. 1 L� � DN / 4 C9 PORCH/ /// LG. GT.XSO/ / - /////////./ EXISTING LOT AREA 6,100SQ. FT. MAXIMUM LOT COVERAGE 6,100 SQ. FT. X 40% = 2,440 SQ. FT. PROPOSED LOT COVERAGE RESIDENCE =1,847 SQ. FT. + DETACI-IED GARAGE = 347 SQ. FT. = TOTAL LOT COVERAGE = 2,194 SQ. FT. 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 6,100 SQ. FT.=1,952+ 1,100 = 3,052 SQ FT. 400 (DETACHED GARAGE) FLOOR AREA CALCULATION FIRST LEVEL FLOOR PLAN: TOTAL: 1,708 SQ. FT. SECOND LEVEL FLOOR PLAN: TOTAL :1,330 SQ. FT. TOTAL FLOOR AREA: FIRST =1,712 S.F. + SECOND = 1,330 S.F.: TOTAL = 3,038 SQ, FT. COVERED PORCH: TOTAL :121 SQ. FT. DETACHED GARAGE Geurse Conceptual Designs, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 email: j6eurseo8mail.com SIGNATURE BOX: NAME JESSE GEURSE DATE JANUARY 19, 20W ' CITY OF NO.. 2222 111,URLINGAME BUSINESS , EXPIRATION ATE 06/30�M GEURS� CON�EPT[�AL DESIGNS, INC. CITY v � � 1 TOTAL: 303 SQ. FT. �1 DETACHED ADU: TOTAL: 432 SQ. FT. Cal Z \ 1 6-27-2022 JFG I PLANNING COMMISSION COMMENTS 4-28-2022 JFG PLANNING DEPT COMMENTS-2ND 4-13-2022 JFG PLANNING DEPT COMMENTS 1-19-20W JFG PLANNING -DESIGN REVIEW SUBMISSION NO. I DATE BY DESCRIPTION CONST. 130060K IT IS THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER DATE PROJECT NAME NEW RESIDENCE for MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE FIRST LEVEL FLOOR AREA CALCULATION PLAN 2126 ENGINEER. I DRAWING NO. AART ASSINK FIRST LEVEL FLOOR AREA CALCULATION PLAN SCALE 1/4"=1'-0" JOB AISF SCALE: AS SHOWN DRAWNWN JFG BY: RELEASED TO REVIEWED CONSTRUCTION BY: JFG KEYNOTES CONTINUED B FLOOR PLAN KEYNOTES Geurse Conceptual Dosi8ns, Inc. 29` 31" 4' 22" 10'-82" 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 6 A6 email: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE i DATE JANUARY 19, 2022 ' CITY OF BURLINGAME BUSINESS LIC : GE CO AL DESIGNS, INC. I NO 22811, EXPIRATION DATE 06/30/ 22 i ------------------- 1 I5 I T SOFFIT= 8'-0" ---� V---------- ♦I i H TUB i I l RIDGE O T o BATH NO.3 wl KING BED 14' 9 CLG. HGT. = 8'-0" I SHOWER a0 PRIMAR N A SO = 9` " Q 30" �I LEGEND � -- S =8,-0„ i 101-8" 4'-02" I - -- -- BURLINGAME 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE -- i c A L I F o R N I A PROVIDE 5/8" TYP X' ONE -HOUR FIRE RATED WALL AND CEILING PER CODE FOR REQUIRED SOFFIT= 8'-0" b o QUEEN BED 1-HOUR FIRE SEPARATION BETWEEN GARAGE AND H / 1c, i ♦SLOPIE.742 > LIVING SPACE SHOWN DASHED. PRIVATE GARAGE SEPARATION FROM THE — — — — — — J \ I I BED OOM RM. N G I.G. HGT. = 9'-0" DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF A MINIMUM 5/8" -INCH TYP "X" GYPSUM BOARD ! WI•C APPLIED TO THE GARAGE SIDE" CLG. HGT. = 8'-0" u` 4'-01 2" 6'-102" PROPERTY LINE NOTE EXTERIOR BEARING WALLS V J 1 J LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED 1 SOFFIT= 8'-0" CONSTRUCTION (2019 CBC, TABLE 602.)/L CLOS. I �' EXTERIOR WALL: F- -D I 67' PEDESTAL TUB — — — — — 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH LAP SHINGLE SIDING / 2 LAYERS OF GRADE D' BUILD. PAPER OR TYVEX O/ PLYWOOD W/ INSULATION PER II — — 1 TITLE 24 REPORT INTERIOR WALL: N I i LAkD IIREVISED OPEN M. BATH NO.2 CLG. HGT. = 8'-0" 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM. 0 6 I I 6 DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. PROVIDE 2X6 AT ALL PLUMBING WALLS. AG i I AfftVVaL--- - I - CLG. HGT. = 9'-0° - I - - - �HowEK LRUN I I CAB. � I 6'-6" 5'-32" LAND— - - - - - - - 1 I III DRAIN LAUND. O 1 Q III SOFFIT= 8'-01, L__ — RM r— — CLG. HGT. = 8'-0" I JU III 0 DRESSERUNEN \ 1 3 11 I E o — — RM 0.2 I 0 '" a VBEDROOM CLG. HGT. 9'-0" W.I.C. I 0 UPENBED CLG. HGT. = 7-0" Q W — — � F_ i FillQ w I I RIDGE of I �, ' �I 4-28-2022 JFG PLANNING DEPT COMMENTS-2ND - I I I SOFFTT= 8'-0" W I 4-13-2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION -- NO. DATE BY DESCRIPTION CONST. — — — — — — — — — — REVISIONS I I I IT IS THE RESPONSIBILITY OF THE I i I TO VERIFY ALL HELDCONTRACTOR CONDITIONS AND COMPARE — — — — — THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW RESIDENCE 6 for A6 MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 5'-1" 14'-6" #8' 3" DRAWING TITLE 29' 31 „ 4' 4" SECOND LEVEL FLOOR PLAN DATE ENGINEER. DRAWING NO. C ��� ��� � AART ASSINK 2126 SCALE: AS SHOWN JOB NO. A.2 DRAWN JFG BY: RELEASED TO SECOND LEVEL FLOOR PLAN SCALE 1/4"=1'_0„ BYVIEWED CONSTRUCTION JFG RESIDENCE LOT COVERAGE Curse Conceptual Desi8ns, Inc. EXISTINGLOTAREA 6,100SQ.FT. MAXIMUM LOT COVERAGE 6,100 SQ. FT. X 40% = 2,440 SQ. FT. 405 bayswater ave. Burlingame, california 94010 tel: 650.703.6197 6 PROPOSED LOT COVERAGE RESIDENCE =1,847 SQ. FT. + DETACHED GARAGE = 347 SQ. FT. = TOTAL LOT COVERAGE = 2,194 SQ. FT. email: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE DATE JANUARY19,2022 ' - CITY OF BURLINGAME ALLOWABLE FLOOR AREA RATIO CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 22 BURLINGAME ALLOWABLE 32 PERCENT X LOT AREA + 1,100 S.F. + 400 S.F. RESIDENCE 32 PERCENT X 6,100 SQ. FT.=1,952+ 1,100 = 3,052 SQ, FT. 400 (DETACHED GARAGE) SOFFIT= 9-0" iV / * Tu� // I it FLOOR AREA CALCULATION /•/ •/•/ / •/ /•/./j• -/ •/• RIDGE FIRST LEVEL FLOOR PLAN: TOTAL: 1,708 SQ. FT. . IGO I / / /i"l�l✓1H1tY ! / / / SH O SECOND LEVEL FLOOR PLAN: TOTAL :1,330 SQ. FT. =10l o W TOTAL FLOOR AREA FIRST S.F. SECOND S.F.: ' =1,712 + = L330 TOTAL = 3,038 SQ. FT. SECOND FLOOR AREA=1,350 S.F. COVERED PORCH: Y TOTAL:121 SQ. FT. BURLINGAME 'sOF� DETACHED GARAGE C A L I P O R N 1 A /q / / —�Lo' — �—J I / BBDI(OORM N/3 i ♦SLOPIE7.12TOTAL: 303 SQ. FT. LG. HGT. - 0' 0/ I DETACHED ADU. • - • •CLG IfGT. r TOTAL: 432 SQ. FT. � I / REGIN K�LO j / 67" P EST T . III / / / / I /OP / , G / CLG. HGT,x 9'_� / I T L/ - / / CLG. HGT. - _0" / I / /LJ( •L/gym DN'/'/ / /'// /��, I � I /%i r' Q J 0 _�u LINEN 7z— ♦ I / / /./ / / / -L / lbEeR� M 02 /. // /. 0 0 a CT�.H ..=1 o / W.I.0 . 'Z 0 RIDGE O '� / /soMT= 9' 0" . V) 4-28-2022 JFG PLANNING DEPT COMMENTS-2ND 4-13 2022 JFG PLANNING DEPT COMMENTS I I 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. _ REVISIONS I I IT IS THE RESPONSIBILITY OF THE HELDCONTRACTOR TO VERIFY ALL CONDITIONS AND COMPARE I I L------------------------ — THEMWTTHTHE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER -^ PROJECT NAME NEW RESIDENCE for MR RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE SECOND LEVEL FLOOR AREA CALCULATION PLAN DATE ENGINEER. DRAWING NO. 2126 JOB AART ASSINK A.2.Sp SCALE: AS SHOWN DRAWNWN JFG BY: RELEASED TO SECOND LEVEL FLOOR AREA CALCULATION PLAN SCALE 1/4 =1.0 REVIEWED BY. JFG CONSTRUCTION ROOF PLAN KEYNOTES B Geurse Conceptual Dosi8ns, Inc. 1. ASPHALT SHINGLE ROOFING -CLASS: B' COLOR MD 2. GALVANIZED GUTTERS: SIZE 5" O.G. 3. GALVANIZED DOWNSPOUT: 405 bagswater ave. DOWNSPOUT: 4" SQ. TIE INTO REQUIRED SITE DRAINAGE LINE TO DAYLIGHT THROUGH STREET CURB. SEE SITE PLAN. CONSULT. PUBLIC Burlingame, california 94010 tel: 650.703.6197 166L 6 WORKS FOR ALL REQUIRED PERMITS FOR WORK WITHIN CITY RIGHT OF email: j8eurse@8mail.com A6 WAY. SIGNATURE BOX: 4. NOT USED NAME JESSE GEURSE 5. GALVABIZED ROOF FLASHING 24 GA G.I. FLASHING AT ALL ROOF 24 DATE JANUARY 19, 2022 ' GA G.I. FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. giQ PRIME AND PAINT TO MATCH ROOF IN COLOR CITY OF BURLINGAME BUSINESS LIC : GE CO AL DESIGNS, INC. 6. LINE OF WALL BELOW SAVE AND RAKE NO: 22811, EXPIRATION DATE 06/30/ 22 7. DECORATIVE GALVANIZED CHIMNEY CAP -CUSTOMAS SHOWN COLOR: PRIME AND PAINTED 8. DECORATIVE GALVANIZED HALF DIAMETER ATTIC VENTILATION: — — — — — — — — — 5 FINISH: PRIME AND PAINT TO MATCH ROOF T I SEE EXTERIOR ELEVATION FOR DESIGN. VENT TO RESEMBLE EXTERIOR DESIGN. —�L----- ----L---- I 4 I L I 9. DECORATIVE GALVANIZED CHIMNEY CAP — — O I -CUSTOMASSHOWN ♦V) I COLOR: PRIME AND PAINTED I I I 10. GALVANIZED CRICKET. PRIME AND PAINT TO MATCH ROOF IN COLOR RIDGE E SLOPE 7:12♦ ♦SLOPE 7:12 I ti I I I I W I I T I I I w V, BURLINGAME I I I C A L I P O R N 1 A ill I I I I L i ♦SLOP 7.12 > I I I PITCH BREAK I I I r RIDGE TI t� Tom, I I I C-RIC � vj I PITCH BREAK T I i .� w i I ♦ IO I ♦ I �� I w I I IO I I E I I I i of W I I L I � I I I I I I ♦� I e I L a I 0 ---------L L SLOPE 9:12 SLOPE 9:12 I I L P.B. ct L I I w I I I RIDGE I I V) w 4-28-2022 JFG PLANNING DEPT COMMENTS-2ND =J ------ 7 _ L—� — — — — — — — — — — — — — — 4-13 2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. -------------- I REVISIONS I I I 1 I I w I gig IT IS RESPONSIBILITYOF THE ATTIC VENTILATION CALC. � FIELD CONDITIONS AND COMPARE — — — — — — — — — — — — — — — — — — — — — — J THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW RESIDENCE 6 for A6 MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE ROOF LEVEL PLAN DATE ENGINEER. DRAWING NO. 2126 AART ASSINK SCALE: AS SHOWN JOB NO. �•� DRAWN JFG BY: RELEASED TO ROOF LEVEL PLAN RE: CONSTRUCTION SCALE 1/4"=1'-0" BYJFG 5 4 28 28 3 36 29 2 28 1 AD.3 AD.3 AD.4 AD.5 AD.3 _OVERALL RIDGE HEIGHT =124544'' L Lit \ I LiLw J u i u OVERALL MAXIMUM RIDGE HEIGHT FROM A.T.O.C. LLt U I T.O. DBL. PLAN Lila u AIL�fi_L, - I ��� 1 ® °° a,- J_LLLL� iu M iiLL LLLLLL] L lu _t LLI EiLt L tj -Li ILLL-u -L-LIMLL11 j 1 11 111 dil I � I h I I 1 111 111 111 11 - -LI - L QII 1 11 Hill L r` SWOOPING IROOF LILM I � SECOND LEVEL B.O. CEII.IN�G Il B.O. HEADER Hill 11 Hill III, I ao J i I o 0 0 I LLL_LAiL�_ao a) b I -LI-Li I I I 1Lu L, FIRST LEVEL FIN. FLR.=100.50' i 17 22 17 1 0 1 2 17 17 22 17 1 17 j 17 AD.2 24 -� AD.2 - 25 AD.2 26 0�0 AD.2 - aO N.G.89. H REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS 2 - LEFTSIDE ELEVATION (EAST) SCALE 1/4"=1'-0" 0 0 OVERALL RIDGE HEIGHT=122.54' eB.O. GABLE SOFFIT vB.O. GABLE HEADER T.O. HANDRAIL AT 42" A.F.F. SECOND LEVEL FIN. ELK B.O. CEILING B.O. HEADER 0 0 � I✓ FIRST LEVEL FIN. FLR.=98.50' AVERAGE NATURAL GRADE=97.25' VERAGE TOP OF NAT.URAL GRADE @ 15'-O" = 93.62' wa FA SCALE 1/4"=1'-0" 1 - FRONT ELEVATION (NORTH) _OVERALL RIDGE HEIGHT =122.54' DEPARTURE OF DECLINING I-IEIGHT ENVELOPE T.O. DBL. TOP PLATE AT SHED ROOF o r- it SECOND LEVEL FIN. FLR �welnege-'amI"" I FIRST LEVEL FIN. FLR _AVERAGE NATURAL GRADE=97.62' AVERAC m ELEVATION -KEYNOTES 1. ASPHALT ROOFING-CLASS:'B' COLOR: TBD MANUFACTURER: TBD 2. SHINGLE LAP SIDINGOVER OVER TYVEX OVER PLYWOOD MANUFACTURER: HARDISHAKE CORNERS: MITERED STYLE: INDIVIDUAL SHAKES STAGGERED EDGE MATERIAL: COMPOSITE -COLORTBD 3. DECORATIVE +42 "HIGH WOOD GUARDRAIL COLOR TBD -PAM : TBD -SEE DETAIL?, SHEET? 4. DECORATIVE STONE VENEER -MANUFAC: PENINSULA BUILDING MATERIALS CO. STYLE: WALLSTONE -COLORYELLOW OSAGE COLOR OF GROUT: PUTTY 5. WOOD WATER TABLE AT ROOF TO WALL INTERSECTION: SIZE: 2X6 WITH 2X SILL SEE DETAIL?, SFIEET? 6. DECORATIVE E AVE AND RAKE WITH WOOD CORBEL MATERIAL WOOD COLOR TBD PAINT MANUFAC; KELLYMOORE -SEE DETAIL?, SHEET? 7. GABLE END ATTIC VENT MATERIAL: COLOR BLACK -MANFAC: TBD 8. LOCATION OF BUILDING ADDRESS. EXTERNALLY ILLUMINATED BY LANDSCAPE FLOOD CONTROLLED BY SENSOR 9. DOOR AND WINDOWS: STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR WOOD, PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; MARVIN INTEGRITY OR ETC. -COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER 10. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR NATURAL SIZE OF GUTTER 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 3" DIA. 11. DECORATIVE WOOD BELLY BAND WITH WATER TABLE SIZE 27X10" BELLY BAND WITH 2" WATER TABLE COLOR TBD -SEE DETAIL?, SHEET? 12. DECORATIVE GALVANIZED CHIMNEY CAP CUSTOM AS SHOWN COLOR PRIME AND PAI TED 13. DECORATIVE SQUARE POLYMAR OR WOOD COLUMNS. TYP. SIZE 14" SQUARE SFIAFT -COLOR. TBD MANUFAC; -SEE DETAIL?, SHEET? 14. DOOR AND WINDOW CASING TO BE INTERGRAL FACTORY INSTALLED ALUMINUM CLAD BRICK MOLD, HEADER AND SILL COLOR TO MATCH WINDOW. 15. STONE GARDEN RETAINING WALL. SEE SITE PLAN. 16. DECORATIVE +18" HIGH WOOD RAILING -COLORTBD -PAINT:TBD -SEE DETAIL ?, SHEET ? 17. FLOOR VENT: SIZE 6X14. PAINT TO MATCH ADJACENT MATERIAL. POLUTAN 1 CONTROL CGC NOTE 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS PER CGC 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SFIALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.3. 3. DOCUMENTATION WILL BE PROVIDED, AT THE REQUEST OF THE BUILDING DIVISION, TO VERIFY COMPLIANCE WITH VOC FINISH MATERIALS PER CGC 4.504.2.4. Ge-urse Conceptual Designs, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 email: j8eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE DATE JANUARY 19, 2022 ' CITY OF BURLINGAME BUSINESS LIC : GE URS CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE 06/30/ 1 � I BURLINGAME 10% I�llill�� � y�. v C� FAI / \ I 6-27-20W JFG I PLANNING COMMISSION COMMENTS 4-28-20W JFG PLANNING DEPT COMMENTS-2ND 4-13-20W JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. I30060K IT IS THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVATES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW RESIDENCE for MR. RAJEEV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TALE EXTERIOR ELEVATIONS DATE ENGINEER DRAWING NO. 2126 AART ASSINK JOB NO. DRAWN JFG BY: REVIEWED BY: JFG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.4 o 0 N 0 o - OVERALL MAXIMUM RIDGE I-IEIGHT FROM AT.O.C. - - - - - - - - - - — i i i 1 2 3 4 5 I I I I I I I I I I • � I �■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■■■■■1■ 19 ■■■■��■■■■■101■■■■■m■■■■■m■— —m --, i■■■m■■■■■m■■■■m�-- up :�� I■` jili-_.._��mrim�rn' .,�III�III�II -mn � ��mm■��mrm►� I ����■ =11111�■�.■•.■�IIImI11N1�111� ..Imn" , .�Ir111�171�- 11n11 i fir- .WIrll"r"ll�l�. �df� m '' I I ' 10,.._ IIr1�11� �r' . ■ .RI�- IIIIII IIO II'll`■, IIII �1■�■��_ NUNN 9-F L'_ . Q REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS 4 — RIGHT SIDE ELEVATION (WEST) SCALE 1/4"=1'-0" T.O. DBL. PLATE SECOND LEVEL FIN. FLR T.O. DOOR AND WINDOWS .VEL FIN. RR = 9850' AVERAGE NATURAL GRADE=97.62' QII■1■■■I■1■■■I■1■■■I■1■■■I■1■■■I■1■■■I■1■■■I■11■■■I■1■■■I■1■■■I■1■■■I■1■■■I�'. � I�11 uulll Mull ul. n .,�III�I�111�II I Ilnl■Illm�._ 1111�I �_''�-�----�---�----� Ilmlll�ll � _.� ��I _ u' I►- "'111�1■II1�I�11 �• �./ .j�jr�nj■1■■■1■1■■■1■1■■■1■1■■■1■1■■■1■1■■■I■I����n11, �� �nm l � Iml1■I��:�� ni 1��1■n � � 1111■ ��■�Imm� 11 I 1■■■I■1■■■I■II�L'■I■11 IIII�I 11�I� m ' _'1■III�I■Ilnm 1111�11=! II�IIM1�1�11AG�`GE� � ==_-sue;=s=s=s_,- �i�mn��m��� m■� ■ �i ■■■■■�■■■■■�■■■■■�■ s=s=s=s=s=s=s=� s=s=s=s=s=s=s-a — i �ii.i'I■ul■■I■1■■■I■1■■■I■1■■■I■1■■■I■1■■■1■1:lt:>i:>is>i:>i:>i:1■t:>i:>i:>i:>i:>i:>i: `1�= �III111! MINIONilll�l■I11�11. `III■ n� INII � ���� 1111�11 � m 111n1 �I■111�1■111�1■111�1■111�1■111�1■1�1�111�= —� REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS 3 - REAR ELEVATION (SOUTH) 0 i i OVERALL RIDGE HEIGHT =122� T.O. DBL. TOP PLATES DEPARTURE OF DECLINING HEIGHT ENVELOPE _ SECOND LEVEL FIN. RR B.O.OVERHANG o FIRST LEVEL FIN. RR. = AVERAGE NATURAL GRADE=97.25' AVERAGE TOP OF NATURAL GRADE @ 15'-O" = 93.62' SCALE 1/4"=1'-0" ELEVATION —KEYNOTES 1. ASPHALT ROOFING-CLASS:'B' COLOR TBD MANUFACTURER: TBD 2. SHINGLE LAP SIDINGOVER OVER TYVEX OVER PLYWOOD MANUFACTURER: HARDISHAKE CORNERS: MITERED STYLE: INDIVIDUAL SHAKES STAGGERED EDGE MATERIAL: COMPOSITE -COLOR-TBD 3. DECORATIVE +42 "HIGH WOOD GUARDRAIL -COLORTBD -PAINT : TBD -SEE DETAIL?, SHEET? 4. DECORATIVE STONE VENEER -MANUFAC: PENINSULA BUILDING MATERIALS CO. STYLE: WALLSTONE -COLORYELLOW OSAGE COLOR OF GROUT: PUTTY 5. WOOD WATER TABLE AT ROOF TO WALL INTERSECTION: SIZE: 2X6 WITH 2X SILL -SEE DETAIL?, SFIEET? 6. DECORATIVE E AVE AND RAKE WITH WOOD CORBEL MATERIAL WOOD COLOR TBD PAINT MANUFAC; KELLYMOORE -SEE DETAIL?, SHEET? 7. GABLE END ATTIC VENT MATERIAL: COLOR BLACK -MANFAC: TBD 8. LOCATION OF BUILDING ADDRESS. EXTERNALLY ILLUMINATED BY LANDSCAPE FLOOD CONTROLLED BY SENSOR 9. DOOR AND WINDOWS: STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR WOOD, PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; MARVIN INTEGRITY OR ETC. - COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER 10. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR NATURAL SIZE OF GUTTER 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 3" DIA. 11. DECORATIVE WOOD BELLY BAND WITH WATER TABLE SIZE 27X10" BELLY BAND WITH 2" WATER TABLE COLOR TBD -SEE DETAIL?, SHEET? 12. DECORATIVE GALVANIZED CHIMNEY CAP CUSTOM AS SHOWN COLOR PRIME, AND PAI TED 13. DECORATIVE SQUARE POLYMAR OR WOOD COLUMNS. TYP. -SIZE 14" SQUARE SFIAFT -COLOR. TBD MANUFAC; -SEE DETAIL?, SHEET? 14. DOOR AND WINDOW CASING TO BE INTERGRAL FACTORY INSTALLED ALUMINUM CLAD BRICK MOLD, HEADER AND SILL COLOR TO MATCH WINDOW. 15. STONE GARDEN RETAINING WALL. SEE SITE PLAN. 16. DECORATIVE +18" HIGH WOOD RAILING -COLOR-TBD -PAINT:TBD -SEE DETAIL ?, SHEET ? 17. FLOOR VENT: SIZE 6X14. PAINT TO MATCH ADJACENT MATERIAL. POLUTAN 1 CONTROL CGC NOTE 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS PER CGC 4504.2.2. 2. AEROSOL PAINTS AND COATINGS SFIALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4504.2.3. 3. DOCUMENTATION WILL BE PROVIDED, AT THE REQUEST OF THE BUILDING DIVISION, TO VERIFY COMPLIANCE WITH VOC FINISH MATERIALS PER CGC 4.504.2.4. Ge-urse Conceptual Designs, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE DATE JANUARY 19, 2022 ' CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE 06/30/ CITY 1 11■ I BURLINGAME. 10% I�llill�l � y�. v C� / \ I 6-27-20W JFG I PLANNING COMMISSION COMMENTS 4-28-20W JFG PLANNING DEPT COMMENTS-2ND 4-13-20W JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. I3:►U3160K IT IS THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVATES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW RESIDENCE for MR. RAJEEV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWINGTI T.E EXTERIOR ELEVATIONS DATE ENGINEER DRAWING NO. 2126 AART ASSINK JOB NO. DRAWN JFG BY: REVIEWED BY: JFG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.5 / a a C / I / °a SHINGLE LAP SIDING OVER GRADE'I WINDOW TYP. PER PLANS AND Geurse Conceptual Desi8ns, Inc. a ° BUILDING PAPER OVER PLYWOOD SPECIFICATIONS. 2^ .� „ - - - - - 2 STONE VENEER / a OVER OVER STUDS I INTERIOR FINISH INSTALL PER MANIAC. MIN. MIN INSTALL PER MANUFACTURERS / RECCMMEMDATIONS. 405 bay swater ave. LAP I RECOMMENDATIONS AND PER / I ° a ° a I I Burlingame, California 94010 B SECTION 703.12 CRC AND FLASHING / I ° 2X WATER TABLE tel: 650.703.6197 TO COMPLY TO R70312 2 a FIR JST. PER PLANS ALUMINUM DRIP I SILL PIECE email: j8euyseftmail.com / I FLASHING. PAINT TO CONCRETE FOOTING PER PLAN ALUMINUM DRIP MATCH TRIM SIGNATURE BOX / a FLASHING. PAINT TO a MATCH TRIM. 2" STUCCO STOP I NAME JESSE GEURSE A / a RIPPED AT BACK I IEAD DATE JANUARY 19, 2022 • , PRESSURE TREATED WOOD. TYP. a FOR THIN PROFILE 2X SILL I CITY OF BURLINGAME BUSINESS LIC : GE URS CO AL DESIGNS, INC. WEEP SCREED a RETAINING WALL PER PLAN A/A FLUSH TO FRAME X 4" STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY / HEADER. RUN PAST NG. 22811, EXPIRATION DATE 06/30/ 22 WATER-RESISTANTPAPERUNDERTHE SILL STRIP. CUTANYEXCESS a VERTICAL WATER-RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES.) ° a a TRIM 2' MOLDING 1X3APRON 2X WALL INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (B,G etc) / °� OVER JAMB AND HEAD FLANGES IN SINGLE -BOARD FASHION. a DRIP KERF a a FACTORY JAMB (STEP 4) a EXTENSION. Ina ° ° ° INTERIOR FINISH �m a WINDOW TYP. PER PLANS FINISH GRADE a a FINISH GRADE AND SPECIFICATIONS. INSTALL PER MANFAC. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT III III III 7� a _III _III _III RECOMMENDATIONS. PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING O INDUSTRY STANDARDS AND PRACTICE NO COVER OR ATTACHMENTDEVNGMATR MATERIAL. PRE HERALF FLASHING PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF EXTERIOR BASE TERMINATION. TYR EXTERIOR BASE TYP. WINDOW HEAD WINDOWSILL WALL OPENINGS MUSTCOVERWItEBACKING. 26 22 18 14 SCALE=3"=1'�0" SCALE-3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-0" INTERIOR FINISH WEATHER - RESISITIVE BARRIER 2X WALL METAL LATH 3/4" X 3/4" BASE CAP MOLDING. FACTORY (E) INTERIOR FINISH JAMB SCRATCFI COAT n// EXTENSION. INTERIOR FINISH MORTAR SETTING BED 3/4" X 5-1/2" BASE BOARD / SILL Y / 2X WALL FRAMING DRIP PER I ALUMIIN PAINT 8 U R L I N G A M E 2 2 P T STONE VENEER MATCH TRIM c a L r o iz n a / I I MORTAR JOINT 2" STUCCO STOP APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE. WINDOW, / RIPPED AT BACK MOLDING FOR TT IIN PROFII E J THEN PLACE THE WINDOW INTO THE ROUGH OPENING, WITH RANGES / OVER THE INSTALLED FLASHING MATERIAL. AFTER WINDOW IS PLACED, INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE THIS IS / LP 3/4" X 4"HEADER • ANOTHER STRIP OF FLASHING MATERIAL AT LEAST 9"WIDE / PAST - • - • INSULATION (WHERE OCCURS) SILL VERTICAL 2X FLOOR JOIST PER PLANS SIDING STOP TRIM 2" (STEP 3) / / WINDOW TYP. PER PLANS AND NOTES: SPECIFICATIONS. SECTION 1402.2 OF THE UNIFORM BUILDING CODE STATES, "EXTERIOR STUD WALL INSTALL PER MANIAC. RECOMMENDATIONS. OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE WATERPROOF." THEFOLLOWINGPROCEEDUREIS RECOMMENDED TO ACHIEVE THIS INTENT IN THE FLASI-IING OF PENETRATIONS TO INCLUDE, BUT NOT LIMITED TO, WINDOWS, DOORS, VENTS, ETC PENETMATERIAL L BE ING ATION BARRIER COATED REINFORCED FLASHING MATERIAL AND SHALL PROVIDE �ASRATION STONE VENEER AT WALL WINDOWJAMB DOORHEAD MWATEFOR FOR 4-HOURMINIMUM PROTECTION FROM WATERPENETRATIONWIN'�j FOR4- OURMINIMU PROTECTION TIO HEN 25 @-EASEBOARD 17 SCALE=3"4-0" TESTEDINACCORDANCEWITHASTMD779. FLASHING MATERIAL SHALL SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'-0" CARRY CONTINUOUS IDENTIFICATION. SEALANT SHALL BE BUTYL TO COMPLY WITH FED. SPEC.TT-S-1657. LAP SIDING OVER BUILDING TYVEX WEATHER-RESISFTIVE BARRIER WRAP OVER PLYWOOD SHEATHING VENT LOOP ABONE FIXTURE DRAIN TLET - - - - SIDING 2XWATERTABLE I US E CRJITJ6E FIT FING6 9EL1Y11 FLOG RIM FLU r• 7-4 - - - - SEALANT 0 ALUMINUM DRIP - - -� --- 0 FLASHING. PAINT TO MOLDING - - CONSTRUCTION ADHESIVE / MATCH TRIM � L � f 'ti INTERIOR FINISH SHIM SPACE 2" METAL FLASHING (GALVANIZED / f1 XTUR :..: . < ..... , :. , ........ ... ... ........... ......... MIN.- LAP- RIGHTANGLE / D M I N / / 2 6I O- UTLET YEPI 0 CONCRETE SILL - - - - - - - I I70PFIAM 2X WALL FRAMING 2 2 - - - - INSULATION (STUD WALL) L EA-i-N' / I TAI; I L r; 3105 DOORFRAME AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS (SIDE OF OPENING) AT METAL LATH Q LEAST 9" WIDE WITH INSIDE EDGE OF FLASHING MATERIAL EVEN WITH / EDGE OF WINDOW OPENING. STARTJAMB STRIPS 2"BELOW THE SILL STRIP I F� EST'E F� T KI T f�i ' 0 AND EXTEND JAMB STRIPS 4"ABOVE THELOWEREDGEOF THE HEADER MORTAR SETTING BED SMOOTH WOOD PANEL SIDING FFtif�i F T E C� �J hl SILL (TOP OFTHE WINDOW OPENING). / LAP SIDING OR SIDING I Island FixWFs Plumbing v'9nt (STEP 2) STUCCOSTOP STONE VENEER IIn ZO I % L}.�I Fa vme U}n !L.I N k L 4;, 24 SEER OVER OPEN STUD Fes. INTEERMEDIATE TRIM 20 r LOOP VENT DETAIL 1G DOOR JAMB 4-13 2022 JFG PLANNING MMENTS 1-19-2022 JFG DESIGNDEPT REVIEW PLANNING -DESIGNREVIEWSUBMISSION SCALE=3"=1'-0" NO. DATE BY DESCRIPTION CONST. SCALE=3"=1'-0" SCALE=3"=1` 0" 12 SCALE-3"-1'�O" - - DEADER - - REVISIONS WINDOW ,' CONCRETE CAPPING LAP SIDING SIDING IT IS THE RESPONSIBILITY I THE ROUGH CONTRACTOR TOVERIFY ALL A - - _ _ OPENING COPPER DRIP FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION 2X CLG. JST FLASHING. T I DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS SILL _ _ STONE VENEER -1 GYP. BD. . MATCHTRIM. CH T OR ANY OTHER INCONSISTENCIES NAT. GRADE DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME I - - - - - - - 6'x6"X16" CMU BLOCK 2X SILL THRESHOLD HEIGI-IT AT NEW RESIDENCE DECORATIVE CROWN 2 4 2X WALL EXTERIOR DOORS SHALL NOT for _ 11"LAP SEE LNOTES #4 VERT. AT 16" O.C. HORIZ. MOLDING. PAINT GRADE I BE MORE THAN 7-1/2" MR. RAJIV U JRAL MIN. & VERTICAL. ' SIZE: ALUMINUM DRII' LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING 1425 CASTILLO AVENUE NAT. GRADE ITEM NO.: ? FLASHING.PAJNTTO AWAY FROM THE LANDING BURLINGAME, CALIFORNIA 94010 qA TCH ROOFING IN AND NOT MORE THAN 1"AT DRAWINGTITLE E ATTACH A SILL STRIP OF FLASHING MATERIAL AT LEAST 9" WIIDE WTIH THE COLOR THE DOORS SWINGING OVER TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL EXTEND THIS SILL A LANDING. STRIP AT LEAST 11' BEYONDTHE EDGE OFTHE ROUGH OPENING FOR l--SOFFIT DETAILS WINDOW. ATTACH FLASHING MATERIAL WITH GALVANIZED ROOFING NAILS ORRUST-RESISTANT STAPLES. (3) #4 HORIZ. AT BOTTOM CM AND (1) #4 HORIZ. AT TOP / (STEP 1) — � — ALTERNATE DIRECTIONS / l DATE ENGINEER. DRAWING NO. 2126 AART ASSINK SCALE AS SHOWN 2X ROOF RAFTERS JOB NO. AD.2 2 WINDOW FLASHIN GARDENWALL 19 CROWN MOLDING 1 WATER TABLE ROOF TO WALL DOOR SILL DRAWN JFG BY. RELEASEDTO G MA T ERIAL APPLICA T ION SCALE=3'=1-0 SCALE=3 =1 -0 SCALE=3'=1-0' SCALE=3 =1-0' 11 REVIEWED CONSTRUCTION BY, JFG ASPHALT- 80 COMP. SHINGLES- CLASS B' RATING O/ 2 LAYERS OF 15# FELT OR 1 ALUMINUM DRIP FLASHING LAYER OF 30# MANUFAC:ELK FELT TO MATCH EXISTING OR EQUAL Geurse Conceptual Dosi8ns, Inc. PAINT GRADE T&G EA STYLE TBD 405 bay swater ave. 2X Burlingame, california 94010 ALUMINUM DRIP FLASHING SUPPORT OUTRIGGER tel:650.703.6197 email: jgeurse@ gmail.com ASPHALT ROOFING OVER UNDERLAYMENT OVER PLYWOOD SIGNATURE BOY, ROOF SHEATHING. NAMEJESSEGEURSE 2X4 SOFFIT FRAMING AT 16" O.C. ROOF PLAN DATE JANUARY 19, 2022 ' �2XCLG.JST -1 GYP.BD. DECORATIVE CTI'Y OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC. 4X DECO.CORBEL I WOOD BRICK MOLD STOP NO.22811, EXPIRATIONDATE06/30/ 22 PER ELEVATIONS. CONSULT. GCD,INC.PRIOR DECORATIVE CROWN TO FABRICATION. MOLDING. PAINT GRADE N CORBEL AT APEX SIZE OF GABLE. 6" ITEM NO.: ? o I I 2X4 SOFFIT FRAMING AT 16" O.C. I: I I CROWN I I IDECORATIVE MOLDING. PAINT GRADE SHINGLE LAP SIDING OVER I SHINGLE LAP SIDING OVER SIZE BUILDING TYVEX WRAP OVER BUILDING TYVEX WRAP OVER ��A ITEM NO- ? PLYWOOD I PLYWOOD I EXTERIOR SHEATHING SEE EXTERIOR GRADE TYPE X' GYP. BD. STRUCTURAL DWG.S I I EXTERIOR GRADE 5/8" 'X' I B U R L I N G A M E TYPE GYP. BD. RUN TO UNDERSIDE OF ROOF C A L I P O R N 1 A SHEATHING. I I �� �11 ' 0 ' • DECORATIVE TRAY CEILING 1,-HR RATED SAVE AT GARAGE I A-1 RAKE OMANG n'13;3 31 29 SCALE=3"=1` 0" SCALE=3"=1' 0" SCALE=3"=1' 0" COUNTER FLASHING. PAINT J TO MATCH ROOF ASPHALT ROOFING OVER / ROOFING. SEE ,SPECIFICATIONS. IN COLOR. I UNDERLAYMENT OVER PLYWOOD ROOF SHEATHING. ROOF PLAN VERIFY SLOPE WITH ROOF PLAN. 2X6 WITH 2X2 WATER TABLE 2X BLO SING l'-8^ ALUM. CONT. DRIP. / 2X ROOF RAFTERS. 0 0 (5) 16d NAILS. TYP. AT EACH RATER. 0 / ROOFING MATERIAL / O.G. / / GUTTER 2X BLOCKING 0 � O 0 A-35 3/4" X 6" T&G SHEATHING / I 2X8 FACIA BOARD 2X4 @ 16" O.C. /tz: CEILING JOIST WHERE OCCURS. C I / 0 B.N. PER SHEARWALL SCHEDULE O.G. 2X8 FACIA BOARD I GUTTER 2X NAILER / / SHEARWALL PER PLAN AND I SCHEDULE. CONTINUOUS DECORATIVE 4-13-2022 JFG PLANNING DEPTCOMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION SCREENED VENT WOOD BRICK CEDAR T&G E VE ENCLOSURE 11 MOLD STOP NO. DATE BY DESCRIPTION CONST. O.G. IL HOLD J-MOLD OFF OF MEMBERS 4X ER I GUTTER ALL AROUND A MINIMUM OF PER Ns. T INTERIOR FINISH REVISIONS 1/4" FOR THE INSTALL OF I 4X DECO.CORBEL SEALANT TO MATCH CEMENT : AT 32"O.C. 2 4 PIASTER COLOR. TYP. AT ALL CONSULT. SIDING FLAT STOP IT IS THE RESPONSIBILITY OF THE PENTRATIONS. I GCD,INC.PRIOR CONTRACTOR TO VERIFY ALL ALV. ANGLE BRACKET TOFABRICATION FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION L— BLK I 10" SHINGLE LAP SIDING PER PLANS DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS LAP SIDING OVER BUILDING ALUMINUM DRIP OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY I ALUMINUM DRIP TYVEX WRAP OVER PLYWOOD : FLASHING. PAINT FLASHING. PAINT BEREPORTEDTOTHEDESIGNER 4X6 CORBEL I : TO MATCH TRIM. TO MATCH TRIM. PROJECTNAME 2" STUCCO STOP NEW RESIDENCE I RIPPED AT BACK HE ER for EXTERIOR SHEATHING SEE FOR THIN PROFILE PER MR. RAJIV GUJRAL STRUCTURAL DWG.s FLUSH TO FRAME X 1425 CASTILLO AVENUE EXTERIOR GRADE 5/8" EXTERIOR GRADE 4" HEADER. RUN PAST 77 BURLINGAME, CALIFORNIA 94010 DRAWING TITLE T TYPE'X' GYP. BD. RUN TYPE'X' GYP. BD. VERTICAL MOLDING TO UNDERSIDE OF ROOF 1n TRIM t— A-35 EA. SIDE OF STUD SHEATHING. DETAILS EXTERIOR PER ELEVATIONS FACTORY JAMB EXTENSION. DATE ENGINEER DRAWING NO. (2) 1/4" DIA. X 4-1/2" SDS WINDOW TYP. PER PLANS 2126 AARTASSINK SCREWS. STUD TO CORBEL. AND SPECIFICATIONS. JOB NO. INSTALL PER MANIAC. SCALE AS SHOWN AD.5 SIDED ROOF 1--HR RATED SAVE AT GARAGE PROPERTY LINE TYPICAL SAVE RECCOMEMDATIONS. DRAWN JFG BY. 32 30 REVIEWED CONSTRUCTION> SCALE=3"=r-0" SCALE=3"=1'-0" SCALE=3"=1'-0" w By. JFG GUARDRAIL DECORATIV TURNED PO; AND BALUSTERS GALV. MTL CAP SLOPET DRIP WITH DRIP EDGE. DECORATIV WOOD BRIC MOLD STOP CONT. VI SCREEN 4X4 DECO.C( PER ELEN 2: STONECAPPING. COLOR TO MATCH STONE VENEER STONE VENEER OR EQUAL OVER MORTAR SETTING OVER SCATCH COAT OVER TYVEX OVER PLYWOOD MANUFAC: TBD STYLE: TBD COLOR: TBD STONE PAVERS OVER MORTAR SETTING OVER SCATCH COAT OVER TYVEX OVER PLYWOOD MANUFAC: TBD STYLE: TBD COLOR: TBD Geurse Conceptual Desi8ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel:650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE DATE JANUARY 19, 2022 ' CITY OF URLINGAME BUSINESS LICEN�E:NO: 22 11B, EXPIRATION DA6/30/ 022 GEURS�COTE7 DESIGNS, INC. CITY O, U 4-13-2022 JFG PLANNING DEN COMMENTS 1-19-2022 JIG PLANNING -DESIGN REVIEW SUBMISSION NO. I DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER DATE 2126 JOB NO. DRAWN JIG BY: PROJECTNAME NEW RESIDENCE for MR RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DETAILS ENGINEER I DRAWING NO. AART ASSINK DECORATIVE) T GUARDRAIL SCALE=3"=1'-0" JJl HALF COLUMN / FURRED WALL COLUMN DETAIL SCALE=3"=1'-0" COLUMN DETAIL SCALE=3"=1'-0" REVIEWED BY: JFG SCALE AS SHOWN RELEASED TO CONSTRUCTION AD.4 24" LAP BRICK PAVING 4" CONCRETE SLAB W/ 6'X 6'X #IOX #10 W.W.M. O/ GRADE _ 1 12" 1 CONCRETE STEPS DECORATIVI GUARDRAII DECORATIV WOO 4X4 END SUPPOR DECORATIVI EXTERIOI GRADE WOOI BALUSTER,' AT 4" O.0 RUNNER SCALE=NTS NOT USED SCALE=3"=1'-0" SIDING DRIP FL 2"X2" CH WATER 7 DECORAT WOOD ST MOLDING OVERHAN PRE FAB H COLUMN 2X SILL ALUMINU FLASHI NG. PA MATCH ROOI C Geurse Conceptual Desi8ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE DATE JANUARY 19, 2022 • ' CITY OF BURLINGAME BUSINESS LIC : GE CO AL DESIGNS, INC. NG. 22811, EXPIRATION DATE 06/30/ 22 CITY O, U 4-13 2022 1 JFG PLANNING DEN COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER DATE 2126 JOB NO. DRAWN JIG BY PROJECT NAME NEW RESIDENCE for MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE DETAILS ENGINEER I DRAWING NO. AART ASSINK GUARDRAIL AT PORCH SCALE=3"=1'_0" I � NOT USED SCALE=3"=1'-0" S I ALF COL L ALL COLUMN DETAIL SCALE=3"=1'-0" REVIEWED BY. JFG SCALE AS SHOWN RELEASED TO CONSTRUCTION AD.5 KEYNOTES CONTINUED FLOOR PLAN KEYNOTES Geurse Conceptual Desi8ns, Inc. 405 bay swater ave. Burlingame, california 94010 160— tel: 650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAME. JESSE GEURSE DATE JANUARY 19, 2022 ' CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 22 40 39'-32" ONE -HOUR WALL CONSTRUCTION. 40 14'�7" 5'-5" 19'_4„ 3'-0" LANDING • LEGEND C.G BURLINGAME 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND c a L r o iz n a LIVING SPACE 24' PROVIDE 5/8" TYP X" ONE -HOUR FIRE RATED siiowex S w L I FLATSCREEN L__ 1I WALL AND CEILING PER CODE FOR REQUIRED /DRYM ENTERTAINMENT 1-HOUR FIRE SEPARATION BETWEEN GARAGE AND — — � , LIVING SPACE SHOWN DASHED . PRIVATE GARAGE SEPARATION FROM THE DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF • A MINIMUM 5/8" -INCH TYP X" GYPSUM BOARD APPLIED TO THE GARAGE SIDE" i PROPERTY LINE NOTE EXTERIOR BEARING WALLS i LESS THAN FIVE FEET FROM THE PROPERTY LINE z 11 - o 010 WILL BE BUILT OUT OF ONE -HOUR FIRE RATED 80 2-a PK r.1xt. O CONSTRUCTION (2019 CBC, TABLE 602.) STUDIO —ADU GARAGE CLG. HGT. =VOLUME EXTERIOR WALL: c, _ r 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH LAP O CLG. HGT. =VOLUME r SHINGLE SIDING / 2 LAYERS OF GRADE D' BUILD. z PAPER OR TYVEX O/ PLYWOOD W/ INSULATION PER 0 i TITLE 24 REPORT INTERIOR WALL: i 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM i DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. PROVIDE 2X6 AT ALL PLUMBING WALLS. +I8•B>NCH ---_------_--- B.G A.G ----------- Q ® ® — ——9'-WSOFNTT— Q 14'-7" 24'-9" Q Z� IG 2.G AG 0 0 4-13 2022 JIG PLANNING DEPT COMMENTS ZT 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW RESIDENCE for MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE GARAGE-ADU FLOOR PLAN DATE ENGINEER. DRAWING NO. 2126 AART ASSINK JOB NO. SCALE: AS SHOWN G.1 DRAWN JFG BY: RELEASED TO GARAGE-ADU FLOOR PLAN SCALE 1/4"=1'-0" BYRE: JFG CONSTRUCTION RESIDENCE LOT COVERAGE Geurse Conceptual Desi8ns, Inc. EXISTINGLOTAREA 6,100SQ.FT. MAXIMUM LOT COVERAGE 6,100 SQ. FT. X 40% = 2,440 SQ. FT. PROPOSED LOT COVERAGE RESIDENCE =1,847 SQ. FT. + DETACHED GARAGE = 347 SQ. FT. = TOTAL LOT COVERAGE = 2,194 SQ. FT. 405 bayswater ave. Burlingame, california 94010 tel: 650.703.6197 email: jgeurse@gmail.com 6 SIGNATURE BOX: NAME. JESSE GEURSE DATE JANUARY19,2022 ' - CITY OF BURLINGAME ALLOWABLE FLOOR AREA RATIO CITY OF BURLINGAME BUSINESS LIC : GE CO AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 22 BURLINGAME ALLOWABLE 32 PERCENT X LOT AREA + 1,100 S.F. + 400 S.F. RESIDENCE 32 PERCENT X 6,100 SQ. FT.=1,952+ 1,100 = 3,052 SQ, FT. 400 (DETACHED GARAGE) FLOOR AREA CALCULATION FIRST LEVEL FLOOR PLAN: TOTAL: 1,712 SQ. FT. SECOND LEVEL FLOOR PLAN: TOTAL :1,330 SQ. FT. TOTAL FLOOR AREA FIRST =1,712 S.F. + SECOND = L330 S.F.: TOTAL = 3,042 SQ. FT. • COVERED PORCH: Y • GARAGE \ \ \ \ (SHOWN HATCHED) = 303 S.F. \ \ \ \ \ \ \ \ • \ \ \ \ \ \ CFG.I GARAGE LOT COVERAGE 7 (SHOWN SHADED) = 347 S.F. \ \ \\ \ \ \ \ \ \ \ \ \ \ \ -•� 24' STAC Lf I ' CDR vs / I' / / 2,-0. KID Gv V 1 V 1-/.Jl�r U / • • l +Cl 18"BENCH 10 - ADU (SHOWN HATCHED )= 432 S.F. TOTAL:121 SQ. FT. DETACHED GARAGE TOTAL: 303 SQ. FT. TOTAL: 432 SQ. FT. BURLINGAME C A L I F O R N 1 A �1 • 9'-0" SOFN7T 0 4-13 2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW RESIDENCE for MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE GARAGE-ADU FLOOR AREA CALCULATION PLAN DATE ENGINEER. DRAWING NO. 2126 JOBNO. DRAWNWN JFG BY: REVIEWED BY. JFG AART ASSINK GISF SCALE: AS SHOWN RELEASED TO CONSTRUCTION „ GARAGE -ADU FLOOR AREA CALCULATION PLAN SCALE 1/4 -1.0 ROOF PLAN KEYNOTES 1. ASPHALT SHINGLE ROOFING -CLASS: B' COLOR TBD Geurse Conceptual Dosi8ns, Inc. 2. GALVANIZED GUTTERS: SIZE 5" O.G. 3. GALVANIZED DOWNSPOUT: 405 bagswater ave. DOWNSPOUT: 4" SQ. TIE INTO REQUIRED SITE DRAINAGE LINE TO Burlingame, california 94010 16 L DAYLIGHT THROUGH STREET CURB. SEE SITE PLAN. CONSULT. PUBLIC tel: 650.703.6197 WORKS FOR ALL REQUIRED PERMITS FOR WORK WITHIN CITY RIGHT OF email: jgeurse@gmail.com WAY. SIGNATURE BOX: 4. NOT USED NAME JESSE GEURSE 5. GALVABIZED ROOF FLASHING 24 GA G.I. FLASHING AT ALL ROOF 24 GA GJ. FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. DATE JANUARY 19, 2022 ' PRIME AND PAINT TO MATCH ROOF IN COLOR CIPY OF BURLINGAME BUSINESS LIC : GE CO AL DESIGNS, INC. 6. LINE OF WALL BELOW SAVE AND RAKE. NG.22811, EXPIRATION DATE 06/30/ 22 7. DECORATIVE GALVANIZED CHIMNEY CAP -CUSTOMAS SHOWN COLOR: PRIME AND PAINTED & DECORATIVE GALVANIZED HALF DIAMETER ATTIC VENTILATION: FINISH: PRIME AND PAINT TO MATCH ROOF SEE EXTERIOR ELEVATION FOR DESIGN. VENT TO RESEMBLE EXTERIOR DESIGN. 9. DECORATIVE GALVANIZED CHIMNEY CAP -CUSTOMAS SHOWN COLOR: PRIME AND PAINTED 10. GALVANIZED CRICKET. PRIME AND PAINT TO MATCH ROOF IN COLOR C.G - ----------------------� 7.12 SLOPE - • BURLINGAME C A L I F O R N 1 A I I 1"l RIDGE w I I al 7:12 SLOPE♦ 7:2 SLOPE E--- 0 0 � � 0 0 0 1.G 2.G AG A 0 0 4-13 2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL CTIONCOMPARE FIELD CONDITIONSCONSTRUCTION THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER ATTIC VENTILATION CALC. PROJECT NAME NEW RESIDENCE for MR. RAJIV GUJRAL 1425 CASTILLO AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE GARAGEADU ROOF PLAN DATE ENGINEER. DRAWING NO. 2126 JOB NO. AART ASSINK G.2 SCALE: AS SHOWN DRAWN JFG BY: RELEASED TO GARAGE �" ADU ROOF PLAN SCALE 1/4,,=1,_0„ RE JFG CONSTRUCTION ELEVATION -KEYNOTES 1. ASPHALT ROOFING-CLASS:'B' COLOR TBD MANUFACTURER: TBD Geurse Conceptual Dosi8ns, Inc. 2. SHINGLE LAP SIDINGOVER OVER TYVEX OVER PLYWOOD MANUFACTURER: HARDISHAKE 405 bay swater ave. C.G A j i`G �j ✓.G 2.G IG CORNERS: MITERED STYLE INDIVIDUAL SHAKES STAGGERED EDGE —MATERIAL: COMPOSITE Burlingame, california 94010 tel: 650.703.6197 email: jgeurseC gmail.com -COLORTBD 3. DECORATIVE +42 " HIGH WOOD GUARDRAIL SIGNATURE BOX: COLOR: TBD NAME. JESSE GEURSE -PAINT: TBD DATE JANUARY 19, 2022 • ' -SEE DETAIL?, SHEET? I 4. DECORATIVE STONE VENEER: GE CO AL DESIGNS, INC. CTI Y OF BURLINGAME BUSINESS LIC �22 -MANUFAG PENINSULA BUILDING MATERIALS CO. NCk 22811, EXPIRATION DATE 06/30/ STYLE WALLSTONE -COI YELLOW OSAGE COLOR OF GROUT: PUTTY OVERALL RIDGE 5. WOOD WATER TABLE AT ROOF TO WALL 12 - INTERSECTION: LLL1J 7 SIZE: 2X6 WITH 2X SILL SEE DETAIL?, SHUT? 6. DECORATIVE E AVE AND RAKE WITH WOOD CORBEL -MATERIAL: WOOD =4741- DBL T:� -COLOR TBD I I PAINT MANUFAC; KELLYMOORE -SEE DETAIL?, SHEET? ~ 7. GABLE END ATTIC VENT MATERIAL: I � � -COLOR-BLACK a O 00; -MANFAC: TBD iLLLLLLILI]x a" a j 8. LOCATION OF BUILDING ADDRESS. EXTERNALLY � ILLUMINATED BY LANDSCAPE FLOOD CONTROLLED BY I SENSOR. GARAGE SLAB 9. DOOR AND WINDOWS: ao -STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR: WOOD, PRIMED, PAINT READY. r, ~DOOR ANDW REP: B U R L I N G A M E DOOR AND WIININDO S TO BE MANUFAC:; MARVIN INTEGRITY OR ETC. C A L L r o R N I A COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER. CONSULT OWNER. �11 ' 10. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED ` - • - • COLOR NATURAL SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 3" DIA. 11. DECORATIVE WOOD BELLYBAND WITH WATER TABLE REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS -CO OIt 1BD Y BAND WITH 2"WATER TABLE -SEE DETAIL?, SHUT? 12DECORATIVE GALVANIZED CHIMNEY CAP 3- LEFTSIDE GARAGErADU ELEVATION (LAST) 4 REAR GARAGErADU ELEVATION (SOUTH) SCALE 1/4"=1'r0° S -CUWN COLOR PRIME AND PAINTED 13. DECORATIVE SQUARE POLYMAR OR WOOD COLUMNS. TYP. SIZE 14" SQUARE SHAFT COLOR TBD MANUFAC; -SEE DETAIL?, SHEET? 14. DOOR AND WINDOW CASING TO BE INTERGRAL FACTORY INSTALLED ALUMINUM CLAD BRICK MOLD, IG 2.G AG AG C.G HEADER AND SILL. COLOR TO MATCH WINDOW. 15. STONE GARDEN RETAINING WALL. SEE SITE PLAN. 0 16. DECORATIVE +18" HIGH WOOD RAILING -COLORTBD PAINT: TBD -SEE DETAIL?, SHEET? 17. FLOOR VENT: SIZE: 6X14. PAINT TO MATCH ADJACENT MATERIAL. r2g""N 35 34 AD.3 'AD .4 SIM. AD.4 Q OVERALL RIDGE 12 7' 0 II IILLLLL I I �DBL T.P. - - 1 AL 4-13 2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION NO. DATE BY DESCRIPTION CONST. 1 ; L aO I REVISIONS i i IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL I FIELD CONDITIONS AND COMPARE GARAGE SLAB 4LI THEM WITH THE CONSTRUCTION - - - - — - - DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECTNAME NEW RESIDENCE for MR RAJEEV GUJRAL 1425 CASTILLO AVENUE POLUTANT CONTROL CGC NOTE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC GARAGE - ADU EXTERIOR ELEVATIONS LIMITS PER CGC 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SHALL MEET THE DATE ENGINEER. DRAWING NO. PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.23. 2126 AART ASSINK SCALE AS SHOWN REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS 3. DOCUMENTATION WILL BE PROVIDED, AT THE JOB NO. G.3 REQUEST OF THE BUILDING DIVISION, TO VERIFY DRAWN JFG COMPLIANCE WITH VOC FINISH MATERIALS PER CGC BY. RELEASED TO 1 FRONT GARAGE-ADU ELEVATION (NORTH) 2 - RIGHTSIDE GARAGErADU ELEVATION (WEST) SCALE 1/4"=t-011 4504.2.4. BYJFG B CONSTRUCTION CITY OF BURLINGAME APPROVED TREE LIST 4"x4"RWDT POSTS ' x> LANDSCAPE KEYNOTES MRAI 2"x4"RWDTOP/BOTTOMRAILS 41w- 1"x8" RWD PANELS W/ TOP / BOTTOM TRIM 1. EXISTING CITY STREET TREE TO REMAIN. ` C�eurse ,conceptual Designs, Inc. 2. VEGETATION PER LEGEND. TYP. City of Burlingame AM IM Community Development Department Tree List(P NOTE 3. TREE PER LEGEND. TYP. for Private Property Planting Sites TItELcrn tax STAIN NATURAL 4. GROUND COVER PER LEGEND. 4051xvaswaterave. 558-7250 5. SCREENING TREES Burlingame, California94010 tel: 650.703.6197 The Residential Design Review Guidelines discuss landscaping and site design under Component Number 9. Landscaping is an email: jgeurse@gmail.com integral part of a residential remodel, addition or new construction project. Landscaping should be incorporated into the site design and should complement the architecture of a residence. It can also be useful in reducing the apparent mass of a building by joining it to the ground and engaging important architectural elements. Landscaping can create a sense of privacy, as well as screen additions and taller elements of structures. to III III=11I III III III III III I' III=III III '� SIGNATTJREBOX Landscaping is one of the required criteria to be met as part of the Residential Design Guidelines, therefore the Planning Commission -III II III III III III -III III III -III III 111 p I I1=1I I1=1I III III —III III r� -I I= III III 3 NAMEJESSEGEURSE re uests that appropriate landsca in be installed as art of a design review project on privateproperty. Listed below are several trees qlandscaping P 9 P J P i —III— that are known to have successful growth in Burlingame. These trees would be appropriate choices for private tree plantings in III 0.00' N55"04'00"W DATE JANUARY19,2022 like trees. you have any questions game.Pleaseths(ist andotherplanting of558-7334 tint about planting theaC ty's planter str pe pleaontactothe ParksrestricthDivision at (650) folr the street tree planting I —I— requirements In the Citys right-of-way In front of your property.Burli'" * # *+* # * # * # *+* # * # CITY OF BURLINGAME BUSINESS LIC : GE CON AL DESIGNS, INC. The trees that are suggested are grouped according to their height as shown in the image below. Small and Medium size trees are T T 2"x12" PT. RWD KICKBOARD 12 I I I I NO. 22811, EXPIRATION DATE OG/30/ recommended for tree plantings on hillside areas where future view obstructions could occur. FINISH GRADE +++*+++++++*+++ L1� 12" DIA. CONC. PIERS, 30" DEEP (TYP,) I I *+++*+*+* ' " �= a +++++++++ I I ++++ + + *++ *+ L4 ++ I I +* ADU O GE I :*,+++++ �. WOOD FENCE I�::: 3 i SCALE: NTS I+*++++ town 77'! WOiviil OS'to 7s'l txwi(1S'b21') + + ++++ . I + +q* + + LitiataRaiLarge (Figurel- Trees for San Francisco. A guide to Street -Tree Planting and Care, 1995 Friends of the Urban Fo(esl .1995. page 15) I I#+++++ +++++++++ #++#++++#++#++++ I` ( +++++*+*+++++*+*+*+++*+*+++++*+*+++++*++++ ++*+* UP + + + + + + +REA • T AVfN+++*+*+++++I+*+++++ ( +#+#+++++#+#+++++++++++++++++++++++++++++++++++ - 1 UP ++++++++++++++++++++++++++++++++++++X++++++ SYMBOL COMMON NAME SIZE / CONCRETE UNIT PAVERS F4;z / Cil of Sudin me Plannin Division Tree List for Private Props Planti Sites y g " g SAND JOINTS 4 a Small Size Trees P. I a e • � CYPRESS SCREEN TREES 15 GALLON BOTANICAL MATURITY NAME COMMON NAME HEIGHT SHAPE SITE LOCATIONS DESCRIPTION �¢ P P C. f 'I i BURLINGAME C A i_ I F o Iz N I A I —- - Acer buergeranum _ Koekeutena mculala Lagerstromia Indite Deciduous: moderate growth. roundish crown, glossy, three lobed leaves tall color. Deciduous: slow to moderate growth; yellow flowers, leaves reddsh in sprang, dull -green in summer. 2" LAYER COMPACTED A e l� SAND BtiJE LAYER COMPACTED - 8 LA 1 l�l� COlvu BASEROCK 00 GEOTEXTILE FABRIC I( I� �( I I �, ( q DN. `� ` a ^� a Z I Trident Maple 20-25' R Washington Park Rose Garden Golden Rain Tree Crape Myrtle 20.35' I 1 1528 Howard Avenue ( \ — NEW Cl l 1 STREET TREE CITYSTREET PER APPROVED LIST 5 GALLON 15.20' Pershing Park 1325 Drake Avenue Deciduous: moderate growth; Spring foI Iighi green tinged bronze red; red flowers Jul Se tember, (low Fall odor. Prunus yedoensis Flowering Cherry 20' R 1236 Balboa Avenue -- 2205 Hillside Drive Deciduous: fast growth; curnng, graceful, open branUing paflern. 1' ht 'nk to need white fragrant flowers m early Spring, Pyrus calleryana Fbwenng Pear Anslocrer 25'-35' U 617 Howard Avenue 2112 Atletine Drive Deciduous. fast growth, upright form; masses of white flowers in spring, red leaves in fall, Medium Size Trees ---- BOTANICAL NAME COMMON NAME -------- MATURITY HEIGHT - --- 30' SHAPE - -- -- R SITE LOCATIONS DESCRIPTION -- ---. 2212 Adeline Drive Deciduous: fast early growth; round headed: dark green leaves;-,.0 plumes of on flowers m Spring' _ / \\ /� \ — Aesculus tames Craeteagus -- Red Horsechestnut Washington Thom ____ _ Red Flowering Gum 20-25' 1 Deciduo s moderate growth; red berries in Winter. good Fall 733 Lexington Way 9 y _ cdo , thorns, 115o Oxford Road Evergreen. moderate to fast growth: spectacular pink to red fl ens in Summer. round headed form. haenopyrum Eucalyptus ficifoha i ! i ! . 111 CITRUS TREE 5 GALLON 20-40' O W Eucalyptus nicdii Willow -Leafed Peppermint _ 30.40' Evergreen. fast growth: graceful, weeping form; fine textured, light 18 Bloomfield Road green leaves slight odor of peppermint I t 1 _ _ Fra,unus oxycarpa _ _ 2600 Easton Drive Deciduous: fast growth, compact. round headed; dark green leaves turn claret red In Fall. Wells Fargo Bank (Broadway) Evergreen: moderate growth; graceful branches: fine textured COMPACTED (E) SUBGRADE I ` III • a ' Raywood Ash 25-35' O 24 MIN. Gepara parvilflora Australian Willow 25-30' RNV swater Avenue leaves, es[hee. -yellow I ( I BOX TREE, - • - • ofs _ 700& in Fail., Bay 8 800 Block Deciduous slow growth; fan shaped leaves cum Bayswater Avenue sPreadny almost umbrella form. Charming Road leaved ous slow moderate growth: dusters 01 yellow Dowers: Gingko bd ba -- Koelreutena bipinnata Maidenhair tree 30-W I I I / 1 . 1 RED MAPLE TREE SINGLE' Chinese Flame Tree 201 O Fall 209 Victoria Road leaves yellow in Fall. drop late. 209 y,,'�"qC STEM ETA `)1LtxiAGLI\ - Magnolia grandi fora Magnolia 'Samuel Sommef 20.4T _ 1 Evergreen moderate to fast growth: white flowers; similar to 2109 Ray Drive Southern Ma nolia. but smaller. _ g _... ILyys \ RUBRUM Pletana chinensis Chinese Pistache 30�0' R 2705 Easton Drive Deciduous moderate growth, dark green leaves; brilliant fall color. 721 Costa Rita Avenue tiAV _ 1320 Lincoln Avenue Deciduous: moderate growth; coppery leaves; light Pink to white villa a Park Eastmoor side _ flowers. - _ dusters bright VEHICULAR UNIT PAVERS I j1 s 5 O Prunus cerasilera Purple Leaf Plum 20.30' R Robins ambigua Idaho Locust 304W O 1446 Capuchin Avenue Deciduous: moderate to fast growth: Spring of agents flowers; b leaves divided into oval leaflets. c• A T e SCALE NTS Sepium sebdenxn W o I O I ( s �. • o 9 O FRENCH LAVENDER 1 GALLON _ Chinese Tallow Tree 35' R/O 2009 Deveraux Drive Deciduous: moderate to fast growth: dense, round crowns: outalandin Fan color. A Tristan conferta Brisbane Box 30-W O 860 Walnut Avenue Evergreen: moderate to fast growth; reddish -brown bark; green, oval leathery leaves; resembles some Eucalyptus. _ _ _ -- 2 v\ a, • t ki z GUJRAL RESIDENCE ' CALIFORNIA LILAC 1 GALLON RUBBER CINCH TIE OR EQUAL Af 1 1 GALLON & PINE POLE *STAKE City of Burlingame Planning Division Tree List for Private Property Planting Sites OUTRSIDE ROOTBALL LargeSize Trees ROOTBALL I( I CONCRETE BOTANICAL MATURITY COMMON NAME SHAPE SITE LOCATIONS DESCRIPTION NAME HEIGHT -__ ----- -- Deciduous: Iasi growth; lobed, green leaves: brilliant fail color. t 4' MULCH IN BASIN OR STONE PAVING Acer rubnum Red Maple 411 R 1450 Capuchino Avenue ` pD Tt�T \/`%AT ER BAS11V FINISHED '3" HIGH LIP GRADE `„ ( �y ( I � � �' SYSTEM Ceflis australs European Hackberry 40-50' 1 1108 Cambridge Road Deciduous: fast growth; gray -gratin, leaves; broad. upright Celtis sinensis - Ouercrss inccinea Chinese Hatdtbeny _ 30-50' 1 City Hall, each side entrance lo lot Deciduous. last growth; glossy, dark green, elm -like leaves; broad, Devi uDnght form. + + + + + + + + + + + + + + + + + + Scadet Oak 40.70' Rio 1422 Capuchin Avenue 2 Cap 2022 Ray Drive Deciduous: moderate lo fast growth: high open brar,lsl8s large, bright teen leaves turn scarlet in cold Fall ROUGHEN SIDES'+*+'+*+'+*+'+*+'+*+'+*+'+*+'+**'+*+' I s + + + + + + + + + + + + + + + + + + + Red Oak 40-70' Rio 326 Clarendon Road Deciduous. fast growth; spreading branches with round crown. Ouercus rubs BOTTOM OF PIT =III `. —� — - I '�( �' -I 1 i *++++++++++++++++++++++++++++++++++++ ZOSIYA GRASS SOD London Poa� Deciduous: fast growth: lags lobed. maple like leaves: sheds old 0 Platanus aced S camore 40.70' U 603 Plymouth Way bark; new bark smooth. cream colored. - -- - —ITi- Tip D� Tarr T III III -- PREPARED BACKNU 'AMEND WITH ORGANIC I ( 1 1 �s ` J ' ,I - +++++++++++++++++++++++++++++++++++++ '+*+++++++*+++++++ +++++++*+++++++*++ Tree shapes Legend R- Round S -Spreading Q O- u- Upn val_ 5% ORGANIC COMPOST �- � - .I - . W-Wee m I- Irregular cep g & MYCORRHIZAL FUNGI .o�D airi-.raw rri..l It k l Fl .nl.nr.' k.,ii.l w.t n„rah d k t . ,rr u - PER MFRS SPECS -iiIIIIIIIIIIIIIIIIIII III-11i - PREPAREDSUBSOIL 4 L CRUSHED GRANITEROCK 1/4" TO 1/2" 0 ya .a �. IM A ...In a. ..nra.r,,. 3x ROOTBALL MIN. � PEDESTAL (WIDER IN CLAY SOILS) I °N COVERED PORCH cull r1 .,.tn .hm rkr, ar• rJ Il ..N. ,. 4,.. url ,L •yn.,t i.ru" M• of ,h.. n.... n.o-, •dr ,,. ,,.n ,w...nw,. at • - ❑ DN ❑ C� 1 •rby=�5�=§S/Ixn� `, �,rFyr,r,.. �,,y'�S „� + + + + + + + + + + W �++++++ + ++++++ + +++++++ '7fty'r-"S(I MEGeIAII UFlIIa11T 16.. u... ..., 1,. II u,yrnlvi Il,.,. n..,.akr l.,eh, .nh.n,u,i allr b.wluv Ik.n , #++++++++%+++++++++++++ ++++++++++�+++�+++++++++++++ ++++++++++++++++++++++++ r y ;� `*+++ j++ + + + ++*+*+*+*+*+* I Y'- #+*+*+#+# p.u.,m + ++++++++++++++++++++++++��✓„ 4++'+ +++++++++++ + * + + + + I• + + + + + + + + + + + + + + + + + + + + + + +gyp / law+..l pl.,n.y ,pw. inn,. hoilJ.,x + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +# + + + + +++ + + +++ `+++ + (Figure 2. Trees for Ban Francisco, A guitle to Streix-Tree Planting and Care. 1995 Friends of rip Urban Forest . t995, page 15) 3 tf +++++++++++++++++++++++++ ++. +++++++++++++++++++++. + + + + + + + + + + + + + + + + +++I++++++++++++++++++++++++ I +++++++++++++++++++++++* „+ +++++++++ *+*+*+*+ + + +*#v 6-27-2022 JFG PLANNING COMMISSION COMMENTS +++++++++++++++++*+++++* t++*+*+++++*+*+++++++:+++++ ( I, DNl +++++++++++++++++++++++#+ + + +*+*+++++++++++*+ + + +++# * TREE PLANTING + , t, t f ,.f , \c + + //Tl l 4-28-2022 JFG PLANNING DEPT COMMENTS-2ND SCALENTS +++++++++++++++++++++++*t t/*+*+++':•++.__+'::++++++++++* ,� +*+++++*+*+++++*+*+++++ + + + +++++++++++++++++++++++*+l LANDSCAPE NOTE 4-13-2022 JFG PLANNING DEPT COMMENTS 1-19-2022 JFG PLANNING -DESIGN REVIEW SUBMISSION 4 + �(N)WALKWAY *++++KRP #++++++*#' (I f+ + + + + + + + + + + + + + + NO. DATE BY DESCRIPTION CONST. • + • # • • • # • • • + f f' •++++++ • • •++++++ • + • •( ++++++++++++++++++++++*+� DN l + + + +++++++ + + +++++++++++ RETAINEXISTING VEGETATION AS PRACTICABLE + + + ++` + + T < ++` + + + ++` + + + + o 1 1k` SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS REVISIONS THAT ARE PEST -AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT, AND / OR ATTRACT BENEFICIAL INSECTS. IT IS THE RESPONSIBILITY OF THE _ /C'ONCR TE SID WALK / \ MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS. Q CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION USE EFFICIENT IRRIGATION SYSTEM; DESIGN TO MINIMIZE RUNOFF. DOCUMENTS BEFORE COMMENCING ACTIVATES, ERRORS, OMMISSIONS LANTERI 20' OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY 0 BE REPORTED TO THE DESIGNER / PARKS GENERAL NOTE PROJECTNAME NEW RESIDENCE for 1 1 NOTE: MR. RAJIV GUJRAL EXISTING STREET TREES MAY NOT BE CUT, TRIMMED OR REMOVED 1425 CASTILLO AVENUE WITHOUT PERMIT FROM THE PARKS DEPARTMENT. (558-7330) BURLINGAME, CALIFORNIA 94010 DRAWING TITLE NOTE: NO EXISTING TREE OVER 48 "IN CIRCUMFERENCE AT 54" FROM BASE OF THE TREE MAYBE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION. (558-7330) LANDSCAPE / HARDSCAPE PLAN NOTE CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. DATE ENGINEER DRAWING NO. NOTE 2126 AART ASSINK NO PROTECTED OR CITY TREE MAY BE REMOVED WITHOUT PERMIT JOB NO. SCALE AS SHOWN LS.1 NOTE DRAWN JFG CONTACT PARKS DIVISION FOR LIST OF APPROVED TREES IN PLANTER BY. RELEASED TO LANDSCAPE / I�ARDSCAPE PLAN STRIP. REVIEWED CONSTRUCTION SCAT.F.1/A"=1'�0" BY: JFG