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Home My WebLink AboutReso - PC - 2020.08.24 - 7ADocusign Envelope lD: 301444CE4FFA-41CC-8220-C106381OBFA5 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAIVIE 501 PRIMROSE ROAD BURLINGAME, CA 94010 2021-167813 1037 am12l0gl21Rl Fee: NO FEE Counl of Pagea 4 Rocordod ln Official Recordg County of San Mateo Mark Church AeBessor-county Clerk-Recorder I lur I r illil ilr flil ltil till ilil lil |lil ]1il ]il ult til | | til lll*$R0003184491$* Resolution No. 2020-08.24-7 a 137 COSTA RICAAVENUE 028-316-040 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect copy ofthe document it purports to be, the original of which is on file in my office. october 25 2021 buiw hrl,iw.r Date: Kevin Gardiner, AICP, Community Development oirector RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECoRDED MAIL TOI t{ RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW, RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and application has been made for Desiqn Review for a remodel and two-storv addition to the rear of an existino two- storv sinqle family dwellinq at 137 Costa RicaAvenue, Zoned R-1, Sudbodh N. and Teial P. Gupta. propertvowners. APN: 028- 316-040; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Auqust 24, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that 1. 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 CEQA Section 15301 (eX1) of the CEQA Guidelines, which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 50% of the floor area of the structures before the addition, is hereby approved. 2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review are set forth in the staff report, minutes, and recording of said meeting. 3. lt is further directed that a certified copy of this resolution the County of San Mateo. recorded in the official records of t,T. s,CflM tN 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 24th dav of Auoust. 2020 by the following vote: 137 GOSTA RIGAAVE - RESO 2020-{18.24-7a AYES: COilAROTO, GAUL, LOffiS SARGENT, SCHTID, TERRONES, TSE NOES: NONE ABSENT NONE REGUSED: NOlilE Secretary EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 137 Costa Rica Avenue Effective September 3, 2020 Page '1 1 2 4 5 that the project shall be built as shown on the plans submitted to the Planning Division date stamped July 7,2020, sheets A1- A1 1; that the existing nonconforming wall and foundation, located within the right side setback at 3 -6" where 4'-0" is required per code and measuring 48 -1" in length, shall not be removed during construction; if any wall studs or foundation, or both, along the existing nonconforming length are removed during construction, either an application for a Side Setback Variance will be required to replace the wall at the same location or an application for a Design Review Amendment will be required showing compliance with current setback requirements; that the existing nonconforming wall and foundation, located within the front setback at 22'-4" where 24'-10" is the block average and required per code and measuring 35'-11" in length, shall not be removed during construction, if any wall studs or foundation, or both, along the existing nonconforming length are removed during construction, either an application for a Front Setback Variance will be required to replace the wall at the same location or an application for a Design Review Amendment will be required showing compliance with current setback requirements; that the floor plans and structural plans will include the following note for the existing nonconforming walls and foundation along the right side and the front: "Existing nonconforming wall and foundation to remain. No modifications to studs or foundation shall occu/'; 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, or garage which would include adding or enlarging a dormer (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 or removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; b 7 8 o EXHIBIT'A" Conditions of Approval for Categorical Exemption and Design Review 137 Costa Rica Avenue Effective September 3, 2020 Page 2 10.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; 11 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: 12. prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; 13 that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 14 that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been build according to the approved Planning and Building plans. that all air ducts, plumbing vents, and flies 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; 0'-0"T.O. (E) FIN. FLR.+9'-5"T.O. (E) FIN. FLR.+16'-9 1/2"T.O. (E) PLATE45°DECLININGHEIGHTENVELOPE45°59.40'59.64'59.50'AVG. ELEV. @PROPERTY LINE= 60.10'AVG. ELEV. @PROPERTY LINE= 59.91'19'-8 1/2" T.O. (E) RIDGE(E) WINDOWS TOREMAIN(E) COMP.SHINGLE ROOF(E) PAINTEDHORIZONTAL LAPSIDING(E) BRICK STAIRS(E) PAINTED TRIMTO REMAIN(E) WINDOWSTO REMAIN(E) WINDOW TOREMAIN0'-0" (61.84')T.O. (E) FIN. FLR.8'-4"T.O. (E) PLATE19'-10" (81.6')T.O. (E) RIDGE9'-5"T.O. (E) FIN. FLR.AVG. ELEV. @PROPERTY LINE= 60.10'AVG. ELEV. @PROPERTY LINE= 59.91'(E) GRADE: 59.40'(E) GRADE: 59.64'(E) GRADE: 59.50'AVG. ELEV. @T.O.CURB = 68.82'45°12'-0" 7'-6" 30'-0" MAX. BUILDING HEIGHT MAXIMUM BUILDING HEIGHT = 30'DECLINING HEIGHTENVELOPEPAINTED ALUMINUM CLADWINDOWS WITH TRUE SIMULATEDDIVIDED LITES(E) WINDOWS TOREMAIN(E) COMP.SHINGLE ROOF(E) PAINTEDHORIZONTAL LAPSIDINGPAINTED LAPSIDING TOMATCHEXISTINGSETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE (E) BRICK STAIRSLIGHTING TOBE PROVIDEDAT EXTERIORLANDING(E) WINDOWSTO REMAIN3'-8"3'-7 1/2"2'-0"7.33 SQ. FT.SCALE: 1/4" = 1'-0"ELEVATIONSPROPOSEDEXISTING ANDA70'1'2'4'8'PROPOSED FRONT ELEVATION2A7EXISTING FRONT ELEVATION1A7GUPTA RESIDENCE 137 COSTA RICA AVENUE BURLINGAME, CALIFORNIA APN: 028-316-040IssueDateProject No.Checked ByDrawn ByDate DESIGN REVIEW07.02.20DESIGN REVIEW05.12.2019-49 19'-10" (81.6')T.O. (E) RIDGE0'-0" (61.84')T.O. FIN. FLR.8'-4"T.O. PLATE14'-9 1/2" (76.63')T.O. RIDGE9'-5"T.O. FIN. FLR.AVG. ELEV. @PROPERTY LINE = 60.10'AVG. ELEV. @PROPERTY LINE= 59.91'(E) GRADE: 59.90'(E) GRADE: 60.20'(E) GRADE: 59.90'AVG. ELEV. @T.O.CURB = 68.82'12'-0" 30'-0" MAX BUILDING HEIGHT MAXIMUM BUILDING HEIGHT = 30'7'-6"PAINTED HORIZONTALLAP SIDING TO MATCHEXISTINGCOMP. SHINGLE TOMATCH EXISTINGPAINTED ALUMINUMCLAD WINDOWSAND DOORSGUTTER ANDDOWNSPOUTPAINTED WOODTRIMPAINTED STEELCHIMNEY CAPBRICK CHIMNEY TO MATCHEXISTING BRICK FASCIADECLINING HEIGHTENVELOPESTAINED WOODTRELLISSETBACK LINE SETBACK LINE PROPERTY LINE PROPERTY LINESTAINED WOOD DECKAND STAIRSLIGHTING TO BEPROVIDED ATEXTERIORLANDINGOUTLINE OFPROPOSEDOUTDOORFIREPLACE/CHIMNEY0'-0"T.O. (E) FIN. FLR.+9'-5"T.O. (E) FIN. FLR.+16'-9 1/2"T.O. (E) PLATE59.90'60.20'59.90'AVG. ELEV. @PROPERTY LINE= 60.10'AVG. ELEV. @PROPERTY LINE= 59.91'45°DECLININGHEIGHTENVELOPE45°19'-8 1/2" T.O. (E) RIDGE(E) COMP. SHINGLEROOF(E) PAINTEDHORIZONTAL LAPSIDING(E) GUTTERANDDOWNSPOUTSCALE: 1/4" = 1'-0"ELEVATIONSPROPOSEDEXISTING ANDA80'1'2'4'8'GUPTA RESIDENCE 137 COSTA RICA AVENUE BURLINGAME, CALIFORNIA APN: 028-316-040IssueDateProject No.Checked ByDrawn ByDate DESIGN REVIEW07.02.20DESIGN REVIEW05.12.2019-49 PROPOSED REAR ELEVATION2A8EXISTING REAR ELEVATION1A8 0'-0"T.O. (E) FIN. FLR.+9'-5"T.O. (E) FIN. FLR.+16'-9 1/2"T.O. (E) PLATE60.41'59.91'59.78'59.50'19'-8 1/2" T.O. (E) RIDGE(E) PAINTEDWOOD VENT TOREMAIN(E) COMP. SHINGLEROOF(E) PAINTEDHORIZONTAL LAPSIDING(E) GUTTERANDDOWNSPOUT(E) DOUBLE HUNG WINDOWS TO BEREPLACED WITH WINDOWS MEETINGEGRESS REQUIREMENTS, WITHINEXISTING OPENINGS(E) OPENINGTO REMAIN0'-0" (61.84')T.O. (E) FIN. FLR.8'-4"T.O. (E) PLATE19'-10" (81.6')T.O. (E) RIDGE9'-5"T.O. (E) FIN. FLR.0'-0" (61.84')T.O. FIN. FLR.8'-4"T.O. PLATE14'-9 1/2"T.O. RIDGE(E) GRADE: 60.45'(E) GRADE: 60.41'(E) GRADE: 59.91'(E) GRADE: 59.78'(E) GRADE: 59.50'59.92' @ PROPERTY LINE59.04'PAINTED HORIZONTAL LAPSIDING TO MATCH EXISTINGCOMP. SHINGLE TOMATCH EXISTINGPAINTED ALUMINUMCLAD WINDOWSAND DOORSGUTTER ANDDOWNSPOUTBRICK CHIMNEY TO MATCHEXISTING BRICK FASCIAPAINTED ALUMINUM CLADWINDOWS WITH TRUESIMULATED DIVIDED LITES(E) COMP. SHINGLEROOF(E) PAINTEDHORIZONTAL LAPSIDING(E) GRADE SHOWNDASHEDSETBACK LINE PROPERTY LINESTAINED WOODDECK AND STAIRS(E) BRICK STAIRS2'-2"4'-6"2'-6"11.25 SQ. FT.CLEAROPENING11.7 SQ. FT.CLEAR OPENINGLIGHTING TO BEPROVIDED ATEXTERIOR LANDINGLIGHTING TO BEPROVIDED AT EXTERIORLANDINGSTAINED WOOD TRELLISWINDOWS TO BE REPLACED WITHINEXISTING OPENINGS.(E) OPENING TOREMAIN(E) WINDOW TOREMAIN2'-2"4'-6"2'-6"4'-3"11.25 SQ. FT.WINDOWS TO BE REPLACEDWITHIN EXISTINGOPENINGS.SCALE: 1/4" = 1'-0"ELEVATIONSPROPOSEDEXISTING ANDA90'1'2'4'8'PROPOSED SOUTH ELEVATION2A9EXISTING SOUTH ELEVATION1A9GUPTA RESIDENCE 137 COSTA RICA AVENUE BURLINGAME, CALIFORNIA APN: 028-316-040IssueDateProject No.Checked ByDrawn ByDate DESIGN REVIEW07.02.20DESIGN REVIEW05.12.2019-49 +0'-0"T.O. (E) FIN. FLR.+9'-5"T.O. (E) FIN. FLR.+16'-9 1/2"T.O. (E) PLATE59.64'60.25'59.19'-8 1/2" T.O. (E) RIDGE(E) WINDOWS TO REMAIN(E) COMP.SHINGLE ROOF(E) WINDOW TO REMAIN(E) PAINTEDHORIZONTAL LAPSIDING(E) COMP. SHINGLEROOFING(E) PAINTED HORIZONTALLAP SIDING(E) PAINTEDWINDOW TRIM(E) PAINTED HORIZONTALLAP SIDING(E) BRICK CHIMNEY0'-0" (61.84')T.O. (E) FIN. FLR.8'-4"T.O. (E) PLATE19'-8 1/2" (81.6')T.O. (E) RIDGE9'-5"T.O. (E) FIN. FLR.8'-4"58.89' @ PROPERTY LINE(E) GRADE: 59.64'(E) GRADE: 60.25'(E) GRADE: 59.90'0'-0" (61.84')T.O. (E) FIN. FLR.8'-4"T.O. PLATE14'-9 1/2" (73.63')T.O. RIDGE(E) GRADE: 59.02'(E) WINDOWS TO REMAIN.(E) COMP.SHINGLE ROOF(E) PAINTED HORIZONTALLAP SIDING(E) WINDOWS TO REMAINPAINTED HORIZONTALLAP SIDING TO MATCHEXISTINGCOMP. SHINGLE TOMATCH EXISTINGPAINTED STEELCHIMNEY CAPPAINTED WOODTRIMSETBACK LINEPROPERTY LINE STAINED WOODDECK AND STAIRS(E) COMP.SHINGLE ROOF(E) WINDOW TOREMAIN(E) OPENING TOREMAIN(E) BRICK CHIMNEY TOREMAINSCALE: 1/4" = 1'-0"ELEVATIONSPROPOSEDEXISTING ANDA100'1'2'4'8'PROPOSED NORTH ELEVATION2A10EXISTING NORTH ELEVATION1A10GUPTA RESIDENCE 137 COSTA RICA AVENUE BURLINGAME, CALIFORNIA APN: 028-316-040IssueDateProject No.Checked ByDrawn ByDate DESIGN REVIEW07.02.20DESIGN REVIEW05.12.2019-49 4'-0"SIDESETBACK4'-0"SIDESETBACK 15'-0"FIRST FLOOR REAR SETBACK20'-0"SECOND FLOOR REAR SETBACKCOSTA RICA AVENUE 58.89'T.O.C. = 58.43'58.92'T.O.C. = 58.80'60.90'61.30'59.64'59.40'59.50'59.04'60.45'60.33'61.04'60..25'60.53'60.39'59.91'60.25'61.05'59.10'58.91'59.04'EXISTINGGARAGESECOND FLOOROUTLINE SHOWNWITH DASHEDLINEGROUND FLOOROUTLINE SHOWN WITHSOLID LINEGROUND FLOOROUTLINE SHOWN WITHSOLID LINEEXISTING 6' TALL WOODFENCE TO REMAINEXISTING GAS METERTO REMAINEXISTING ELECTRICMETER TO REMAIN(E) 5' TALL WOOD FENCEEXISTING WATERMETER(E) 4' TALL WOOD FENCEEXISTING 6' TALL WOODFENCE TO REMAINEXISTING 6' TALL WOODFENCE TO REMAINNEIGHBORINGGARAGENEIGHBORINGHOUSENEIGHBORINGHOUSEEXISTING ASPHALTDRIVEWAY TOREMAINEXISTING 4' TALLWOOD FENCEPORTION OF (E) LOWWOOD WALL TO REMAINPORTION OF (E)LOW WOOD WALLTO BE REMOVEDPORTION OF ASPHALTDRIVEWAY TO BEREMOVEDEXISTING LAWNAREA TOREMAINEXISTING LAWNAREA TO REMAINPORTION OF (E)BRICK PAVINGTO REMAIN(E) PAVING TOREMAIN(E) 32" REDWOODON NEIGHBORINGPROPERTY(E) 17" YEWTREE TOREMAIN(E) 14" MAYTENTREE TO REMAINN25°35'05"W 49.42'S59°30'43"W 142.59'N59°13'33"E 135.42'S33°51'51"E 50.00'(E) WOOD DECKF.F. = 61.54'59.90'61.00'60.90'60.10'(E) SEWERCLEANOUT(E) SEWERLATERAL(E) 7" LEMONTREEEXISTING 13" & 17" YEWTREE TO REMAIN(E) 7" CITRUS TREETO REMAIN(E) 4" & 4" JAPANESEMAPLE TREE TOREMAIN24'-10" AVERAGE FRONT SETBACK24'-7 1/2"SETBACK TO FIRST FLOOR22'-7 1/4"SETBACK TO FRONT PORCH(E) SEWERCLEANOUT4'-0"SIDESETBACK4'-0"SIDESETBACK 15'-0"FIRST FLOOR REAR SETBACK20'-0"SECOND FLOOR REAR SETBACKCOSTA RICA AVENUE 58.89'T.O.C. = 58.43'58.92'T.O.C. = 58.80'60.90'61.30'59.64'59.40'59.50'59.04'60.45'60.33'61.04'60.25'59.90'59.78'59.91'60.25'59.02'60.20'59.90'61.05'59.10'59.04'EXISTINGGARAGEGROUND FLOORADDITION SHOWNWITH DIAGONALHATCHCOVERED OUTDOORAREA SHOWN WITHCROSS HATCHSECOND FLOORADDITIONS SHOWN WITHDOT HATCHGROUND FLOOROUTLINE SHOWN WITHSOLID LINESECOND FLOOROUTLINE SHOWN WITHDASHED LINESECOND FLOORADDITIONS SHOWNWITH DOT HATCH(E) 6' TALL WOODFENCE TO REMAIN(E) GAS METERTO REMAIN(E) ELECTRIC METERTO REMAIN(E) 5' TALL WOOD FENCE(E) WATERMETER(E) 4' TALL WOOD FENCE(E) 6' TALL WOODFENCE TO REMAIN(E) 6' TALL WOODFENCE TO REMAINNEIGHBORINGGARAGENEIGHBORINGHOUSENEIGHBORINGHOUSEEXISTING ASPHALTDRIVEWAY(E) 4' TALL WOODFENCE(E) LAWN AREATO REMAINPORTION OF (E) LOWWOOD WALL TO REMAINPORTION OF (E)BRICK PAVINGTO REMAIN(E) PAVING TOREMAINN25°35'05"W 49.42'S59°30'43"W 142.59'N59°13'33"E 135.42'S33°51'51"E 50.00' 9'-6" 9'-6"(E) WOOD DECKF.F. = 61.54'59.90'61.00'60.90'60.10'(E) DOWNSPOUT(E) DOWNSPOUT(E) DOWNSPOUT TOBE MOVED(E) DOWNSPOUTDOWNSPOUT TODRAIN ON SITEDOWNSPOUT TODRAIN ON SITE(E) SEWERCLEANOUT(E) SEWERLATERAL(E) 32" REDWOODON NEIGHBORINGPROPERTY(E) 17" YEWTREE TOREMAIN(E) 7" LEMONTREEEXISTING 13" & 17" YEWTREE TO REMAIN(E) 7" CITRUS TREETO REMAIN(E) 4" & 4" JAPANESEMAPLE TREE TOREMAIN(E) 14" MAYTENTREE TO REMAIN24'-10" AVERAGE FRONT SETBACK24'-7 1/2"SETBACK TO FIRST FLOOR22'-4 1/4"SETBACK TO FRONT PORCH(E) SEWERCLEANOUT3'-6 1/4" SIDE SETBACK 9'-1" SIDE SETBACK 5'-5 3/4"SCALE: 1/8" = 1'-0"SITE PLANSPROPOSEDEXISTING ANDA3EXISTING SITE PLAN2A3PROPOSED SITE PLAN1A3SCALE: 1/8" = 1'-0"NORTHTRUENORTHBLDGSITE PLANSSCALE: 1/8" = 1'-0"0'2'4'8'16'NOTES:1. ALL CURB, GUTTER, DRIVEWAY AND SIDEWALKFRONTING THE SITE SHALL BE REMOVED ANDREPLACED.2. ALL EXISTING SANITARY SEWER LATERALCONNECTIONS SHALL BE PLUGGED AND A NEW 4"LATERAL SHALL BE INSTALLED.3. ALL WATER CONNECTIONS TO CITY WATER MAINSFOR SERVICES OR FIRE LINES ARE TO BE INSTALLEDPER CITY STANDARD PROCEDURES ANDSPECIFICATIONS.4. ALL ABANDONED SEWER LATERAL OR WATERSERVICE SHALL BE DISCONNECTED AT THE MAIN ANDPER CITY REQUIREMENTS.5. AN ENCROACHMENT PERMIT WILL BE REQUIRED FORANY UNDERGROUND UTILITY WORK WITHIN THE CITY'SRIGHT-OF-WAY.6. EXISTING LANDSCAPE TO REMAIN.GUPTA RESIDENCE 137 COSTA RICA AVENUE BURLINGAME, CALIFORNIA APN: 028-316-040IssueDateProject No.Checked ByDrawn ByDate DESIGN REVIEW07.02.20DESIGN REVIEW05.12.2019-49