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HomeMy WebLinkAboutReso - PC - 2020.05.26 - 8CDocuSign Envelope lD: DEA78943-1 t. 9924629-840A-BECD93E45D97 Resolution No. 2020-05.26-8c 852 FAIRFIELD ROAD 029-013-350 RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 501 PRIMROSE ROAD BURLINGAME, CA 94010 2021-167783 10:30 am 12l1el21 Rl Fee: NO FEE Count of pages 4 Recorded in Official Records County of San Mateo Mark Church tilrry ilfl []|,[[qtIU ilU ililn i[[ m[ifl UrrrU ruU +( TITLE OF DOCUMENT I hereby certify this to be a full, true and correct copy of the document it purports to be, the original of which is on file in my office. October 25 2021 TY BL$ffiLHH-t€*S-f"?H--------tAllIfrriHtA ,=4..ffi*:$,:. erUNg Date: Kevin Gardiner, AICP, Community Development 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 first and second storv addition to an existinq sinqle familv dwellinq at 8SZ Fairfield noad, Zoned R-1, Amv Everitt. propertv owner, APN: 029-013-350; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Mav 26, 2020, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that: On the basis of the lnitial Study and the documents submitted and reviewed, and comments 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 CEdA 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. 1. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review is set forth in the staff report, minutes, and recording of said meeting. 2. lt is further directed that a certified copy of this resolution be recorded in the official records of the County of San Mateo r, J. StAttltb , secretary or hereby certify that the foregoing resolution Planning Commission held on the the Planning Commission of the City of Burlingame, do was introduced and adopted at a regular meeting of the 26th dav of Mav. 2020 by the following vote: SARGENT, SGHTID, TSE NOES: NONE ABSENT: TERRONES REGUSED: NONE EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 852 Fairfield Road Effective June 4, 2020 Page 1 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped May 4, 2020, sheets T.0, SP.1, A.0; that prior to issuance of a building permit, the applicant shall submit an Fyl to clarify the following: correct the building elevations and keynotes to reflect the use of corner board trim to be consistent with the existing house; 2 correct the building elevations so that the spacing for the rafter beams is shown correcfly on all building elevations; and provide details for the boxed eaves and rafter beams. 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 basement, 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 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 ihatt be required to comply with all the regulations of the Bay Area Air euality 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 ofall 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 duc1s, 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; J 4 7 that the project shall comply with the construction and Demolition Debris Recycling ordinance which requires affected demolition, new construction and alteration proleits 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; o d. EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 852 Fairfield Road Effective June 4, 2020 Page 2 10. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 11. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 12.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 that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submifted 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 15 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. OVER RIDGE HEIGI-U=80.25' '. OVERALL RIDGE = 78.80' EXIST. DBL. TOP PLATE — DEPARTURE DECLINING HGT. ENVELOPE o ao ti i SECOND LEVEL FIN. ELK = 63.10' / 1G HGT. DEPARTURE 41 FIRST LEVEL FIN. RR = 52.60' E TOP OF CURB=50.20' AVERAGE NATURAL GRADE43.75' OVER RIDGE HEIGI-IT=80.25' '. OVERALL RIDGE = 78.80' EXIST. DBL. TOP PLATE DEPARTURE DECLINING HGT. ENVELOPE o zo 1 l 0 N SECOND LEVEL FIN. FLR = 63.10' 1G HGT. DEPARTURE FIRST LEVEL FIN. R R = 52.60' E TOP - — - =50.20' . . AVERAGE NATURAL GRADE=43.75' I 1-PROPOSED- FRONT ELEVATION -SOUTH 1 2 I I 1-AS--BUILT- FRONT ELEVATION -SOUTH (E) 7'-0" S.B. 41 l I I 1 0 cr MST. OVERALL RIDGE = 78.80' —EXIST. DBL. TOP PLATE DEPARTURE DECLINING HGT. ENVELOP: EXISTING SECOND LEVEL FIN. ELK = 63.10' DECLINING HGT. DEPARTURE EXISTING FIRST LEVEL FIN. RR = 52.60' ti AVERAGE NATURAL GRADE-44.90' EXIST. OVERALL RIDGE = 78.80', EXIST. DBL. TOP PLATE DEPARTURE DECLINING HGT. ENVELOPE � o l � r 00 EXISTING SECOND LEVEL FIN. FLR DECLINING HGT. DEP. EXISTING FIRST LEVEL FIN. FLR ti AVERAGE NATURAL GRADE-44.90' CIA SCALE 1/4"=1'_0" SCALE 1/+=1`-0" ELEVATION -KEYNOTES 1. EXISTING 8" EXPOSED LAP SIDING TO BE REMOVED 2. EXISTING PAINTED BRICK VENEER 3. EXISTING ASPHALT ROOFING SHINGLES TO BE REMOVED 4. EXISTING 4X UNDER EAVE CORBELS TO REMAIN. 5. EXISTING 3X WOOD CORNER BOARD TRIM TO BE REMOVED. 6. EXISTING DOOR AND WINDOW WOOD TRIM SURROUND TO BE REMOVED. 7. EXISTING BRICK CHIMNEY TO REMAIN. 8. EXISTING BRICK PORCH TO REMAIN 9 EXISTING WROUGHT IRON RAILING TO BE REMOVED 10. ASPHALT ROOFING -CLASS: B' STYLE: I-1IGH DIMENSIONAL COLOR TBD 11. EXTERIOR FINISH: STYLE HORIZONTAL SIDING WITH 8" EXPOSURE OVER TYVEX OVER PLYWOOD TEXTURE SMOOTH -COLORTBD PAINT MANUFAC, TBD. 12. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING COLOR TBD PAINT MANUFAC; TBD -SEEDETAIL? SHEET? 13.--TRIM HEAD AND JAMB SURROUND SIZE 1"X 3-1/2" -CAP SIZE 1" X 2" WITH METAL DRIP SILL SIZE 1" X 2" SILL WITH I" X 4" APRON STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED -INTERIOR: PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOWS TO BE MANUFAC; BY MARVIN, INTEGRITY COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 14. GUTIERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 15. METAL CHIMNEY SHROUD WITH VENT CAP INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 16. DECORATIVE SQAURE POLYMAR OR WOOD COLUMNS. TYP. SIZE 1.2" SHAFT COLOR TBD MANUFAC; -TURNCRAFPOREQUAL 17 NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLORTBD 18. WOOD TRIM BOARD AT EXISTING CORBELS WRAP AROUND ENTIRE EAVES AT EXISTING AND NEW -SIZE IX8 -COLOR-TBD 19. WOOD BELLYBAND AT EXISTING SECOND FLOOR OVERHANG SIZE 2XI0 WITH 2 X WATER TABLE -COLORTBD 20. DECORATIVE WOOD CORBEL TO MATCH SAVE CORBEL PROFILE -SIZE:6X8 -COLORTBD 21. DECORATIVE PARTIAL SOLID WOOD GUARDRAIL HEIGHT 42" MIN. -2X CAP WITH INTERMEDIATE 14/2" X 14/2" BALUSTERS SPACED IN GROUPS OF WITH 1"SPACE BETWEEN AND4"SPACE BETWEEN GROUPED BALUSTERS. -COLORTBD -SEE DETAIL 22. PRE FABRICATED WROUGHT IRON 5'-0" DIAMETER SPIRAL STAIRCASE. -SIZE:5'-0" DIA X HEIGHT ELEVATION TO BE DETERMINED INFIELD -COLOR-TBD -MANUFAC: tbd. 23. WOOD BOTTOM TERMINATION BAND. TYP AROUND ENTIRE RESIDENCE SIZE 2X5 WITH 2 X WATER TABLE -COLORTBD -SEE DETAIL Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@sbcglobal.Net SIGNATURE BOX NAME JESSE GEURSE DATE FEBRUARY 14, 2019 ' CITY OF BUSINESSNO.22228111,, EXPIRATION DATE 06/30NgE/LICE 019 GE7CON�EIr DESIGNS, INC. pzrofCITY /1\ 10-9-2019 JIG BUILDINGDEPT. COMMNETS-DELTA-1 7-26-2019 JIG BUILDING SUBMISSION SET 4-22-2019 JIG DEPARTMENT COMMENTS 3-12-2019 JIG CONDITIONAL USE PERMIT -REVIEW 2-14-2019 JFG CLIENT MEETING 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 ONE+TWO STORY ADDITION TO THE RESIDENC for MRS. AMY EVERITT 852 FAIRFIELD ROAD BURLINGAME, CALIFORNIA 94010 POLLUTANT CONTROL CGC NOTE DRAWING TITLE 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS PER CGC EXTERIOR ELEVATIONS 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SHALL MEET THE DATE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.23. 191 i JOB NO. 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY COMPLIANCE WITH DRAWN JIG VOC FINISH MATERIALS PER CGC 4.504.2.4. BY: REVIEWED J BY: FG ENGINEER I DRAWING NO. AART ASSINK SCALE AS SHOWN RELEASED TO CONSTRUCTION A.4 12 (E) 6 PPP- 1 Q Q Q I I i I FnJ I FFILI, I ]]I I I I I I � I I � I�-- I I z I 1 � LJ 17 EXISTING RESIDENCE (NEW FACADE FACELIFT) 12 "(N)3 II I II I 17 EXISTING DECK 2-PROPOSED-RIGHTSIDE ELEVATION"EAST A(:B C D E I I I I ZTill7117111111 11 �111I 1J II 11 12 (E) 6 PPP - H —A 7-1 II � II I L d" I I I I z EXISTING RESIDENCE EXISTING DECK 2-AS-BUILT-RIGHTSIDE ELEVATION -EAST EXISTOVERALL RIDGE = 78.80' RIDGE = 76 3"' NEW DBL. TOP PLAT] MATCH EXISTIN( RIDGE = 76.3Q4 EXISTING SECOND LEVEL FIN. FLR = 63.104 1 NEWT.O. DBL. PLATE. = 9'-6" MATCH EXISTING a, o 21 i I I EXISTING FIRST LEVEL FIN. FIR = 52.60' I B.ODECK I I I I 22 I I i � o I 00 0 I I I I I I i I BASEMENT LEVEL FIN. FLR I16011 N.G. 41.70' SCALE 1/4"=1'_0" SCALE 1/+=1`-0" ELEVATION -KEYNOTES 1. EXISTING 8" EXPOSED LAP SIDING TO BE REMOVED 2. EXISTING PAINTED BRICK VENEER 3. EXISTING ASPHALT ROOFING SHINGLES TO BE REMOVED 4. EXISTING 4X UNDER EAVE CORBELS TO REMAIN. 5. EXISTING 3X WOOD CORNER BOARD TRIM TO BE REMOVED. 6. EXISTING DOOR AND WINDOW WOOD TRIM SURROUND TO BE REMOVED. 7. EXISTING BRICK CHIMNEY TO REMAIN. 8. EXISTING BRICK PORCH TO REMAIN 9 EXISTING WROUGHT IRON RAILING TO BE REMOVED 10. ASPHALT ROOFING -CLASS: B' STYLE I-1IGH DIMENSIONAL COLOR TBD 11. EXTERIOR FINISH: STYLE HORIZONTAL SIDING WITH 8" EXPOSURE OVER TYVEX OVER PLYWOOD TEXTURE SMOOTH -COLORTBD PAINT MANUFAC; TBD. 12. FACIA, LAVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING COLOR TBD PAINT MANUFAC; TBD -SEEDETAI.? SFIEET? 13.--TRIM HEAD AND JAMB SURROUND SIZE. 1"X 3-1/2" -CAP SIZE 1" X 2" WITH METAL DRIP SILL SIZE. 1" X 2" SILL WITH I" X 4" APRON STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED -INTERIOR: PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY MARVIN, INTEGRITY COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 14. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 15. METAL CHIMNEY SHROUD WITH VENT CAP ANSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 16. DECORATIVE SQAURE POLYMAR OR WOOD COLUMNS. TYP. SIZE 1.2" SHAFT COLOR TBD MANUFAC; -TURNCRAFT OR EQUAL 17 NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLORTBD 18. WOOD TRUvI BOARD AT EXISTING CORBELS WRAP AROUND ENTIRE EAVES AT EXISTING AND NEW -SIZEIX8 -COLORTBD 19. WOOD BELLY BAND AT EXISTING SECOND FLOOR OVERHANG SIZE 2XI0 WITH 2 X WATER TABLE -COLORTBD 20. DECORATIVE WOOD CORBEL TO MATCH LAVE CORBEL PROFILE -SIZE:6X8 -COLORTBD 21. DECORATIVE PARTIAL SOLID WOOD GUARDRAIL HEIGHT 42" MITI. -2X CAP WITH INTERMEDIATE 1-1/2" X 1-1/2" BALUSTERS SPACED IN GROUPS OF 3 WITH I" SPACE BETWEEN AND 4" SPACE BETWEEN GROUPED BALUSTERS. -COLORTBD -SEE DETAIL 22. PRE FABRICATED WROUGHT IRON 5'-0" DIAMETER SPIRAL STAIRCASE. -SIZE: 5'-0" DIA X HEIGHT ELEVATION TO BE DETERMINED IN FIELD -COLORTBD -MANUFAC: tbd. 23. WOOD BOTTOM TERMINATION BAND. TYP AROUND ENTIRE RESIDENCE SIZE 2X5 WITH 2 X WATER TABLE -COLORTBD -SEE DETAIL Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@sbcglobal.Net SIGNATURE BOX NAME JESSE GEURSE DATE FEBRUARY 14, 2019 ' CITY OF BURLINGAME BUSINESS LIC71�(GE CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE 06/309 CITYtj� /1\ 10-9-2019 JFG BUILDINGDEPT. COMMENTS -DELTA -I 7-26-2019 JFG BUILDING SUBMISSION SET 4-22-2019 JFG DEPARTMENT COMMENTS 3-12-2019 JFG CONDITIONAL USE PERMIT -REVIEW 2-14-2019 JFG CLIENT MEETING 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 ONE+TWO STORY ADDITION TO THE RESIDENC for MRS. AMY EVERITT 852 FAIRFIELD ROAD BURLINGAME, CALIFORNIA 94010 POLLUTANT CONTROL CGC NOTE DRAWING TITLE 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS PER CGC EXTERIOR ELEVATIONS 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 1917 AART ASSINK PER CGC 4.504.23. JOB NO. 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY COMPLIANCE WITH DRAWN JFG VOC FINISH MATERIALS PER CGC 4.504.2.4. BY: REVIEWED JFG FG SCAM: AS SHOWN RELEASED TO CONSTRUCTION A.5 3 2 1 OVERALL RIDGE = 78.80' A(E)6PPP- 'qq(]E)6 ----, SIDBLJOPPLATE DEPARTURE DECLININGHGT. ENVELOPE ='�W ■ mi�n 00 I FFFF__,� ■ "dr EXISTING SECOND LEVEL FIN. RR = 63.10' b NEWT . DBL. PLATE. = 9'-6" / � MATCH EXISTING � I � I I DECLINING HGT. DEPARTURE 045 j I I � II II I I 21 EXISTING FIRST LEVEL FIN. FIR = 52.60' SO. DECK I I o � o 00 I l VERAGE NATURAL GRADE=44.90' Olt BASEMENT LEVEL FIN. RR = 43.60' (REFER TO SHEET A.4 FOR TYPICALMATERIALS) (REFER TO SHEET A.4 FOR TYPICALMATERIALS) F-12 t (N)3 c 3 0111111111111 a 1'1111 111111111111111 I+IIIIWIIIIIIWIIII■IIIWIIIIIIIIIIIIIIIWIIIWIIIWIIIWIIII1111111111111111111� gillI r [I Il 11 rr� . 5-PROPOSED -REAR ELEVATION -NORTH Q Q Q 5-AS-BUILT-REAR ELEVATION -NORTH MAX. OVER RIDGE HEIGHT=80.25' EXIST. OVERALL RIDGE = 78.80' RIDGE = 76 32z _EXIST. DBL. TOP PLATE DEPARTURE DECLINING HGT. ENVELOPE RIDGE = 76.32' EXISTING SECOND LEVEL FIN. FLR. = DECLINING HGT. DEPARTURE EXISTING FIRST LEVEL FIN. FLR AVERAGE AVERAGE NATURAL GRADE 43.75' o i✓ 00 0 SCALE 1/4"=1'_0" SCALE 1/+=1`-0" ELEVATION -KEYNOTES 1. EXISTING 8" EXPOSED LAP SIDING TO BE REMOVED 2. EXISTING PAINTED BRICK VENEER 3. EXISTING ASPHALT ROOFING SHINGLES TO BE REMOVED 4. EXISTING 4X UNDER EAVE CORBELS TO REMAIN. 5. EXISTING 3X WOOD CORNER BOARD TRIM TO BE REMOVED. 6. EXISTING DOOR AND WINDOW WOOD TRIM SURROUND TO BE REMOVED. 7. EXISTING BRICK CHIMNEY TO REMAIN. 8. EXISTING BRICK PORCH TO REMAIN 9 EXISTING WROUGHT IRON RAILING TO BE REMOVED 10. ASPHALT ROOFING -CLASS: B' STYLE I-IGH DIMENSIONAL -COLOR: TBD 11. EXTERIOR FINISH: STYLE: HORIZONTAL SIDING WITH 8" EXPOSURE OVER TYVEX OVER PLYWOOD TEXTURE SMOOTH -COLORTBD PAINT MANUFAC, TBD. 12. FACIA, LAVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING COLOR TBD PAINT MANUFAC; TBD -SEEDETAIL? SHEET? 13.--TRIM HEAD AND JAMB SURROUND SIZE 1"X 3-1/2" -CAP SIZE 1" X 2" WITH METAL DRIP SILL SIZE 1" X 2" SILL WITH I" X 4" APRON STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY MARVIN, INTEGRITY COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNEF, CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 14. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 15. METAL CHIMNEY SHROUD WITH VENT CAP INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINIM STYLE AS SHOWN IN ELEVATION. 16. DECORATIVE SQAURE POLYMAR OR WOOD COLUMNS. TYP. SIZE 1'IT COLOR TBD MANUFAC; -TURNCRAFT OR EQUAL 17 NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLORTBD 18. WOOD TRIM BOARD AT EXISTING CORBELS WRAP AROUND ENTIRE EAVES AT EXISTING AND NEW -SIZE:IX8 -COLORTBD 19. WOOD BELLYBAND AT EXISTING SECOND FLOOR OVERHANG SIZE: 2X10 WITH 2 X WATER TABLE -COLORTBD 20. DECORATIVE WOOD CORBEL TO MATCH LAVE CORBEL PROFILE -SIZE:6X8 -COLORTBD 21. DECORATIVE PARTIAL SOLID WOOD GUARDRAIL HEIGHT 42" MIDI. -2X CAP WITH INTERMEDIATE 14/2" X 14/2" BALUSTERS SPACED IN GROUPS OF 3 WITH I" SPACE BETWEEN AND 4" SPACE BETWEEN GROUPED BALUSTERS. -COLOR-TBD -SEE DETAIL 22. PREFABRICATED WROUGHT IRON5'-0"DIAMETER SPIRAL STAIRCASE. -SIZE:5'-0" DIAX HEIGHT ELEVATION TO BE DETERMINED INFIELD -COLORTBD -MANUFAC: tbd. 23. WOOD BOTTOM TERMINATION BAND. TYP AROUND ENTIRE RESIDENCE SIZE 2X5 WITH 2 X WATER TABLE -COLORTBD -SEE DETAIL Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@sbcglobal.Net SIGNATURE BOX NAME JESSE GEURSE DATE FEBRUARY 14, 2019 ' CITY OF BURLINGAME BUSINESS LIC : GE URS CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE 06/30/ 19 CITY U 1 10-9-2019 JFG I BUILDINGDEPT. COM54NETS-DELTA-1 7-26-2019 JFG BUILDING SUBMISSION SET 4-22-2019 JFG DEPARTMENT COMMENTS 3-12-2019 JFG CONDITIONAL USE PERMIT -REVIEW 2-14-2019 JFG CLIENT MEETING 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 ONE+TWO STORY ADDITION TO THE RESIDENC for MRS. AMY EVERITT 852 FAIRFIELD ROAD BURLINGAME, CALIFORNIA 94010 POLLUTANT CONTROL CGC NOTE DRAWING TITLE 1 PAINTS AND COATINGS SHALL COMPLY WTTH VOC LIMITS PER CGC EXTERIOR ELEVATIONS 4.504.2.2. 2. AEROSOL PAINTS AND COATINGS SHALL MEET THE DATE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS 1917 PER CGC 4.504.23. JOB NO. 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY COMPLIANCE WITH DRAWN JFG VOC FINISH MATERIALS PER CGC 4.504.2.4. BY: REVIEWED JFG FG ENGINEER I DRAWING NO. AART ASSINK SCALE AS SHOWN RELEASED TO CONSTRUCTION A.6 E D C OVERALL RIDGE = 78.80' RIDGE = 7632' NEW DBL. TOP PLATE MATCH EXISTING RIDGE = 7632' EXISTING SECOND LEVEL FIN. FLR = 63.10' NEWT.O. DBL. PLATE. = 9'-6" MATCH EXISTING STING FIRST LEVEL FIN. FIR = 52.60' _ 1� DECK LL N T LEVEL FIN. FLR = 43.60' _ (REFER TO SHEET A.4 FOR TYPICALMATERIALS) 12 (N) 3 w-- 12 (F)6p 12 (N)6pPp- I r- 1 4-PROPOSED-LEFTSIDE ELEVATION -WEST 12 Q (E) 6 I Fj---------------- -----� I I 00 d. I C� LL i z I I I I L-A Q � Q ------------A 12 (E) 6 pPp- J I I I L J � (REFER TO SHEET A.4 FOR TYPICALMATERIALS) EXISTING DECK 4-ASrBUILT- LEFTSIDE ELEVATION -WEST EXISTING RESIDENCE 12 1 'qRq(E)6 1 I I I I 0 SCALE 1/4"=1'_0" SCALE 1/+=1`-0" ELEVATION -KEYNOTES 1. EXISTING 8" EXPOSED LAP SIDING TO BE REMOVED 2. EXISTING PAINTED BRICK VENEER 3. EXISTING ASPHALT ROOFING SHINGLES TO BE REMOVED 4. EXISTING 4X UNDER EAVE CORBELS TO REMAIN. 5. EXISTING 3X WOOD CORNER BOARD TRIM TO BE REMOVED. 6. EXISTING DOOR AND WINDOW WOOD TRIM SURROUND TO BE REMOVED. 7. EXISTING BRICK CHIMNEY TO REMAIN. 8. EXISTING BRICK PORCH TO REMAIN 9 EXISTING WROUGHT IRON RAILING TO BE REMOVED 10. ASPHALT ROOFING -CLASS: B' STYLE NGH DIMENSIONAL -COLOR- TBD 11. EXTERIOR FINISH: STYLE HORIZONTAL SIDING WITH 8" EXPOSURE OVER TYVEX OVER PLYWOOD TEXTURE SMOOTH -COLOR-TBD PAINT MANUFAC, TBD. 12. FACIA, LAVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING -COLOR-TBD PAINT MANUFAC; TBD -SEE DETAIL. , SHEET? 13.-TRIM HEAD AND JAMB SURROUND SIZE. 1"X 3-1/2" -CAP SIZE 1" X 2" WITH METAL DRIP SILL SIZE. 1" X 2" SILL WITH I" X 4" APRON STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED -INTERIOR: PRIMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY MARVIN, INTEGRITY COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 14. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR TBD SIZE OF GUTTER: 5" DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 15. METAL CHIMNEY SHROUD WITH VENT CAP INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 16. DECORATIVE SQAURE POLYMAR OR WOOD COLUMNS. TYP. -SIZE. I.2" SHAFT COLOR TBD MANUFAC; -TURNCRAFT OR EQUAL 17 NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLORTBD 18. WOOD TRIM BOARD AT EXISTING CORBELS WRAP AROUND ENTIRE EAVES AT EXISTING AND NEW -SIZE IX8 -COLOR-TBD 19. WOOD BELLYBAND AT EXISTING SECOND FLOOR OVERHANG SIZE: 2XI0 WITH 2 X WATER TABLE -COLORTBD 20. DECORATIVE WOOD CORBEL TO MATCH LAVE CORBEL PROFILE -SIZE:6X8 -COLORTBD 21. DECORATIVE PARTIAL SOLID WOOD GUARDRAIL HEIGHT 42" MIDI. -2X CAP WITH INTERMEDIATE 14/2" X 14/2" BALUSTERS SPACED IN GROUPS OF WITH I" SPACE BETWEEN AND4'SPACE BETWEEN GROUPED BALUSTERS. -COLOR-TBD -SEE DETAIL 22. PRE FABRICATED WROUGHT IRON 5'-0" DIAMETER SPIRAL STAIRCASE. -SIZE:5'-0" DIA X HEIGHT ELEVATION TO BE DETERMINED IN FIELD -COLOR-TBD -MANUFAC: tbd. 23. WOOD BOTTOM TERMINATION BAND. TYP AROUND ENTIRE RESIDENCE SIZE 2X5 WITH 2 X WATER TABLE -COLORTBD -SEE DETAIL Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: i6eurse@sbcglobal.Net SIGNATURE BOX NAME JESSE GEURSE DATE FEBRUARY 14, 2019 ' CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE 06/30/ 19 CITY /1\ 10-9-2019 JFG BUILDINGDEPT. COMI,INETS-DELTA-I 7-26-2019 JFG BUILDING SUBMISSION SET 4-22-2019 JFG DEPARTMENT COMMENTS 3-12-2019 JFG CONDITIONAL USE PERMIT -REVIEW 2-14-2019 JFG CLIENT MEETING 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 ONE+TWO STORY ADDITION TO THE RESIDENC for MRS. AMY EVERITT 852 FAIRFIELD ROAD BURLINGAME, CALIFORNIA 94010 POLLUTANT CONTROL CGC NOTE DRAWING TITLE 1. PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS PER CGC EXTERIOR ELEVATIONS 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 1917 AART ASSINK PER CGC 4.504.23. JOB NO. 3. DOCUMENTATION WILL BE PROVIDED TO VERIFY COMPLIANCE WITH DRAWN JFG VOC FINISH MATERIALS PER CGC 4.504.2.4. BY: REVIEWED JFG FG SCALE. AS SHOWN RELEASED TO CONSTRUCTION A.7 SPRAY FOAM VALUE 1 2 3 ROOF PLAN KEYNOTES Geurs Inc. Conceptual Desi6ns, 1. ASPHALT SHINGLES: —MANUFACTURER: GAF, STYLE TIMBERLINE ULTRA HD SHINGLES ---COLOR CHARCOAL CLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. 405 bay swater ave. •� USE 1 - LAYER OF BITUTHANE UNDER UNDERLAYMENT FOR ALL ROOF WITH 2.12 SLOPE AND LESS Burlingame, california 94010 tel: G50.703.G197 E _ / , \ ` CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE CONSULT OWNER AND ARCHITECT IF email: jgeurse et LAML archit dare. website: geurse�architecturecom - DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. I 2. GUTTERS AND DOWNSPOUTS. TYP. SIGNATURE BOX DN ---GUTTER SIZE 5" SINGLE BEAD HALF ROUND NAME JESSE GEURSE .42°cuaeDxau. —DOWNSPOUT. 3-1/2" ROUND DATE 7-18-2019 ' 3. DECORATIVE CHIMNEY SHROUD AS SHOWN. 4. STANDING SEAM METAL ROOFING: CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. —MANUFACTURER: TBD STYLE TBD NO 22811, EXPIRATION DATE 06/30/ c� c� - COLOR TBD ' iv 5. LINE OF WALL BELOW EAVE AND RAKE. 2 2 6. GALVANIZED DECORATIVE SQUARE LOW PROFILE GRAVITY ATTIC VENTILATORS: IF =_ _, � Ivy a II II FINISH: PRIME AND PAINT TO MATCH ROOF 7. ROOF FLASHING 24 GA G.I. FLASHING AT ALL ROOF 24 GA G.I. FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. PRIME AND PAINT TO MATCH ROOF IN COLOR T & LOCATION OF REMOTE BLOWER PRIMEAND PAINT TO MATCH ROOF IN 01 COLOR YrA kI 9. NO EAVE SHALL PROJECT WITHIN TWO FEET OF THE PROPERTY .LINE z� � (N) 3 :12 SLOPE (N) 3 :12 SLOPE L • I/" M Q 2 BURLINGAME tyres TC 07 � R I 2 A L I F O R N [ A tit I� I 1' (N) 3 !12 SLOPE I • • I 'N) 3 :12 SLOPE (N) 6 :12 SLOPES (N) 6 :12 SLOPE 2 2 I I tYf� �S I 0 I I c 0 � l� � 0 Q I I I I I I 2 0 I 0 I � Q 0 I I � (E) G :12 SLOPE �E) G :12 SLOPE � -- - I I � I I 0 I I I I I I 4-20-2020 JFG DESIGN REVIEW HEARING COMMENTS 12-16-2019 JFG PLANNING SUBMISSION -DESIGN REVIEW I NO. DATE BY DESCRIPTION CONST. O t �/JTr I REVISIONS HIS THE RESPONSIBILTI'Y OF THE CONTRACTOR TO VERIFY ALL cfl I FIELD CONDITIONS AND COMPARE O z rat THEM WITH THE CONSTRUCTIONDOCUMENTS �V I BEFORE EN AC PJITTES MO OMMIISSISING OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY J — — B BE REPORTED TO THE. DESIGNER - - - - - - - - - - - - - - - - - - - PROJECT NAME ONE+TWO STORY ADDITION TO THE RESIDENC for 2 2 MRS. AMY EVERITT w 852 FAIRFIELD ROAD LJ BURLINGAME, CALIFORNIA 94010 DRAWING TITLE ROOF PLAN DATE ENGINEER DRAWING NO. 1917 AART A 1W SCALE AS SHOWN JOB NO. A.3 DRAWN JIG BY: RELEASED TO ROOF PLAN REVIEWED JIG CONSTRUCTION SCALE 1/4"=1,_0„ BY; LEGEND Geurse Conceptual Desi6ns, Inc. EXISTING TO BE DEMOLISHED. CONTRACTOR TO VERIFY LOAD BEARING WALL PRIORTO REMOVAL OF SAID WALL IF WALL IS A BEARING CONTRACTOR SHALL SUPPORT SAID WALL AS REQUIRED TO PREVENT ANY DISTURBISH TO EXISTING STRUCTURE 405 bay swater ave. 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND Burlingame, california 94010 tel: 650.703.6197 LIVING SPACE e:mail: jgeurse@sbcglobal.Net PROVIDE 5/8" TYP "X" ON&HOUR FIRE RATED WALL website: geurse-architecturecom PER CODE FOR REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOWN DASHED. SIGNATURE BOX EXISTING TO REMAIN NAME JESSE GEURSE DATE 7-18-2019 ' NEW WALL r----------------------- 2X4STUDS AT 16" O.C. ON EXTERIOR WALL ONLY WITHL I ------------------------------ CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. 3/4" THICK CEMENT PLASTER O/ 2I-AYERS OF GRADE I I NO 22811, EXPIRATION DATE 06/30/ D' BUILD. PAPER O/ PLYWOOD. MINIMUM R-13 I INSULATION WITH 1" EPS INSUALTION FOR AN R-19 I VALUE I T INTERIORWALL I I 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM. I I DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS. w NOTE EXTERIOR BEARING WALLS LESS THAN FIVE FEET I I I FROM THE PROPERTY LINE WILL BE BUILT OUT OF I I ONE -HOUR FIRE RATED CONSTRUCTION (2013 CBC, I I TABLE 602. I I EXISTING RIDGE I CEILING LIGI-"T FIXTURE -CEILING MOUNTED LIGHT FIXTURES I I I HIGH EFFICACY LAMPS I I I O 4" DIA ROUND RECESSED LIGHT FIXTURE HIGH EFFICACY LAMPS (ALL CANS TO BE LC. RATED) UNLESS OTHERWISE NOTED OV VAPOR PROOF LIGI-"T FIXTURE, MUST BE U.L. APPROVED I (ALL CANS TO BE I.C. RATED) `q S WALL SCONCE LIGHT FIXTURE I w I I W I - - { BELOW ONLY LOW PROFILE FLUORESCENT LIGHT FIXTURE I I ® FAN VENTED TO OUTSIDE AIR PROVIDING FIVE AIR I I I EXCHANGES PER HOUR PER U.B.C. SECTION 12033 I L-----------------------------------------------------J FANAIGHT COMBO R2 03.3 G DTO OUTSIDE HOUR PER U.B.CSEC FIVE AEXCHANGES PER IR B U R L I N G A M E SINGLE PULL SWITCH 3-WAY SWITCH 3 C A L I F O RN [ A tit 1� �1l 1 �4 4-WAYSWITCH D DIMMER SWITCH • OCCUPANT SENSOR 110V DUPLEX CONVENIENCE OUTLET GROUND FAULT INTERRUPTED DUPLEX OUTLET GFI © COMPUTER CABLE WEATHERPROOF GROUND FAULT INTERRUPTED OUTLET EXISTING ROOF PLAN FUEL GAS SCALE 1/4"=1'-0" HOSE BIBB AND ANTI -SIPHON DEVICE 0 SMOKE DETECTOR SHALL BE INTERCONNECTED AND HARD WIRED INTO ELECTRICAL W/ 110 V POWER (WITH BATTERY BACKUP) ALARM SHALL SOUND IN ALL SLEEPING AREAS AND SHALL BE INTERCONNECTED. Q CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED AND HARD WIRED INTO ELECTRICAL W/ 110 V POWER (WITH BATTERY BACKUP) ALARM SHALL SOUND IN ALL SLEEPING AREAS AND SHALL BE INTERCONNECTED. 0 32'�32" 0 14'-72" 0 0 0 0 0 0 ti 4-20-2020 JFG DESIGN REVIEW HEARING COMMENTS p 12-16-2019 JFG PLANNING SUBMISSION -DESIGN REVIEW EXISTING GARAGE NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE O THEM WITH THE CONSTRUCTION z DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT NAME kh) iE-o'Xz-O•EaRAcEDOOR ONE+TWO STORY ADDITION TO THE RESIDENC of for Q MRS. AMY EVERITT hI 852 ROAD BURLINGAME, CIALIFORNIA 94010 DRAWING TITLE 3231" 40 GARAGE FLOOR /ELECTRICAL AND ROOF PLAN DATE ENGINEER DRAWING NO. 1917 AART ASSINK JOB NO. SCALE AS SHOWN G.1 DRAWN JFG BY RELEASED TO EXISTING DETACHED GARAGE PLAN SCALE 1/4"=1'-0" BY: By. -REVIEWED JFG CONSTRUCTION IRRIGATION NOTE 1 SITE PLAN KEYNOTES Geurs Conceptual Desi6ns, Inc. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLYWMICGC4304 1. LINE OF FIRST STORY SHOWN SOLID. 2. LINE OF SECOND STORY SHOWN DASHED DOT AND SHADED. 27 i 10 ALLEY 3. NEW DETACHED ONE CAR GARAGE SHOWN SHADED. N.G.=32.90' _ _ - _ _ 21 _ _ _ _ N.G.=33.90' 4. LOCATION OF (E) GAS METER _ 405 bay swater ave. PUBLIC WORKS NOTES -��� _ _ _ PROPERTY S37°35'00"E 47.00_ - - - 5. LOCATION ELECTRICAL PANEL AND METER UPGRADE Burhn6ame,ca1if0rnia94010 llr_- - - rave L Sb-d - - J TO 200 AMP .MIN. 6. LOCATION FOR FIRE RISER FOR FIRE PROTECTION. tel: 650.703.6197 e:mail: jgeurse@sbcglobal.Net LAML 1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. SEE SHEET BMP.1 CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER, SIDEWALK DRIVEWAY AND OTHER APPURTENANT WORK IF AREAS nc. onc. e a COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION COMPANY website: geurse-architecture com ARE REQUIRED TO BE ALTERED. pq o I i FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER REFER r, I TO APPROVED FIRE PROTECTION PLANS SIGNATURE BOX 2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR T14E INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO.1710, THE SEWER 25 2G o SEE SHEET PW.1 NAME JESSE GEURSE BACKWATER Dirt ;n 7. LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. ' DATE 7-18-2019 ' SEE W-2780, SHEET PW.1 AND DETAIL 1Q SHEET AD.1 3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE _ _ , _ . ) N. =37.7 ' I 8. LOCATION OF (E) WATER METER CHANGE METER AND SIZE IN BUILDING DEPARTMENT COUNTER A SEWER LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED. • I < N.G.=39.60' 18 ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. PER CITY OF BURLINGAMES PUBLIC WORKS AND FIRE NO 22811, EXPIRATION DATE 06/30/ 4) SEE SHEET Pi FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS � � � DEPARTMENT REQUIREMENTS. MIN. 1" METER � 8 5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. I I w 9. NEW MAIN LATERAL FROM METER TO RESIDENCE VERIFY SIZE Q H Pz 3G OF LINE WITH FIRE PROTECTION CALCULATIONS AND APPROVED 6) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A 13 I 1 I O 2 x O p FIRE PROTECTION PLANS. ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL OF THE I I U x x 10. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR BUILDING PERMIT. (E) I -CAR GARAGE Q REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER.. I I OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED IN 16 rt I I 18 CITYRIGHTAWAY. 11. LOCATION CITY STANDARD CURB DRAIN OUTLET. SEE DETAIL SITE DRAINAGE NOTE I z SW-2, SHEET Fill FOR DETAII.. 19 I _ c' b 12. EXISTING SANITARY SEWER TO BE CAPPED AND ABANDONED AND REPLACED WITH NEW 4" SEWER LATERAL PER CITY 1. CONTRACTOR TO PROVIDE 4" DIA PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. TIE - - - MON AGEDOOR - - - - rU REQUIREMENTS WITH NEW CITY CLEAN OUT PER PUBLIC WORKS ALL ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY SIDEWALK AND CURB IS REQUIRED TO HAVE CITY - DRAINAGELR RT L V THTRENCH DRAEVATGARAGEOPENRJG ' - ' - ' - 'I AND �RARJAGE� REQUIREMENTS. SEE, SHEET Pi OBTAIN ALL NECESSARY PERMITS PERMIT. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET PW.1 AND PW.2 25 I PRIOR TO CONSTRUCTION WITHIN CITY EASEMENT. 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. I I 13. 4" DIA. DRAINAGE LINE (POSITIVE DRAIN) TO FRONTAGE -----'--�'-i I CATCH BASIN DIFFUSER BOX AND DAYLIGHT THROUGH CURB { 13 AS SHOWN IN DETAIL SW-2, SHEET Fill ALL ROOF DOWNSPOUTS SHALL BE CONNECTED TO DRAINAGE PIPE PER BURLINGAME PARKS DEPARTMENT \ PUBLIC WORKS REQUIREMENTS. TYP. AT ALL DOWN SPOUTS PER I 13 I ROOFING PLAN. PROVIDE CLEAN OUTS. _ �� 11 (N) PATIO I 14. A REMOVE/REPLACE UTILITIES ENCROACI Il�tENT PERMIT IS 1. CONTRACTOR TO PROTECT STREET TREES DURING _ _ _ _ _ DRAWAGELRVE _ REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND CONSTRUCTION. I _ 26 SIDEWALK FRONTING SITE (2) PLUG ALL EXISTING SANITARY 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330) _ SEWER LATERAL CONNECTIONS AND INSTALL ANEW 4" LATERAI, 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 Building I 18 lip35 / (3) ALL WATERLINE CONNECTIONS TO CITY WATER MAINS FOR FROM THE PARKS DIVISION. I SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD 4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR STRAPS. ; I N PROCEDURES AND SPECIFICATION, (4) ANY OTHER BURLINGAME 5. CONTRACTOR TO PROTECT ANY OAK TREE ON SITE DURING ALL PHASES OF CONSTRUCTION. PER PARKS AND RECREATIONS TREE PROTECTION PLANS. \ ' 15'- "(N) SETBACK D CK 35 UNDERGROUND UTILITY WORKS WITHIN CII'Y'S RIGHT-OF-WAY C A L I P O R N I A Dirt 35 15. LOCATION OF NEW BUILDING ADDRESS. NUMBERS ARE TO BE NewDrivewa� A MINIMUM OF ONE-HALF INCH STROKE BYTWO AND ONE-HALF s c, INCHES HIGH, AND ARE EXTERNALLY ILLUMINATED BY 35 lop LANDSCAPE FLOOD CONTROLLED BY SENSOR INSTALL PER I I • _46 BURLINGAME CODE 18.08.050. • a 16. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR _ _ • • 15-8" ( ) SETBACK 1ST ITORY ADUENTRY LANDSCAPING WILL BE PROVIDED BY THE BUILDER AND ,--� 13 O 5'-0" (N) SETBACK INSTALLED AT THE TIME OF FINAL INSPECTION. 2013 CGC A.N.G. =43.75 AN.G. =44.90 4.408 Conc. II I 17. EXISTING 6'-0" WOOD FENCE TO REMAIN ON RIGHT SIDE OF I I I T, 30 PROPERTY. I 18. EXISTING DIRECTION OF SITE DRAINAGE. SEE SURVEY. 111-2NDFLRSEIBACK 19. EXISTING DETACHED R GARAGE TO REMAIN. SEE SI-IT. G.1 EW 20. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE 00 PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED n 20'-10" () SETBACK 2 STbf CONSTRUCTION(2016 CBC, TABLE 602. 31-0" 21. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR MANAGEMENT OF I Dirt Q f / ' E) SETBACK STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO BMP.1 FOR ij ADDITIONAL PROTECTIONS REQUIREMENTS DURING CONSTRUCTION. /1111A I I 11 �1 20 22. EXISTING RESIDENCE L/ - 23. EXISTING SANITARY CLEAN OUT. 7 I N_Drive- I 24. NEW WATER LINE TO RESIDENCE Q I a" I I 25. EXISTING LANDSCAPE AND TREES TO REMAIN. NO TREE 24 i II REMOVAL WITH THIS PROJECT. 15'-8" ( ) SETBACK 2ND1ST I I 13 26. NEW EXTERIOR DRAINAGE SYSTEM SUMP PUMP. Buildin g 25 I O I - - J I� i t I \ 27. REMOVE AND DEMOLISH EXISTING SHED ON CITY PROPERTY. 0 29 I \Building D,rt I I 28. PROVIDE RIP RAP AT ALL GUTTER CATCH BASINS AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES. ALL MEASURES TO BE IN Q air,23 I EVERITT RESIDENCE ACCORDANCE TO BMP.1 13'- I 29. SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING UNIT 0 SETBA c- I I (E) 2 STORY I SHALL BE CONNECTED TO THE EXISTING LATERAL ON PRIVATE PROPERTY I I I I 22 I SIDE PER MUNICIPAL CODE 15.08.050, NO SUBLATERAL TO THE MAIN SEWER IS PERMITTED. 0 I I I I 30. NEW SANITARY SEWER EJECTION PUMP FOR NEW ADU. I TIE INTO NEW SEWER LATERAL 0 22 I j II I I I 31. ADU ADDRESS WILL BE AN ALPHA NUMERIC NUMBER WITH THE Q I I a_ I LETTER `A' AFTER THE MAIN DWELLING NUMBER Q 34 II I 4 i_ I (E) F.F. 52.60 1 '-8" (E) SETBAC I M QI 6 - I. IF THE ADU IS ATTACHED TO THE MAIN DWELLING UNIT, THE ADDRESS NUMBER AND ADU NUMBER SHALL BE VISIBLE FROM THE FRONT OF THE HOUSE ACCESS TO THE ADU FRONT DOOR SHALL ALSO BE Q I I LABELED WITI-I THE ADDRESS NUMBER II. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL BE PER 7'-0" THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. I , )SETBA 4-20 2020 JFG DESIGN REVIEW HEARING COMMENTS O �ItE H I \ " 32. NEW 24MIN. BOX JAPANESE MAPLE OR PER APPROVED TREE r~ N.G. 49.80' I_ Q�Q I I Dirt 13 I ¢ I I _ LIST. 33. EXISTING OAK TREE TO REMAIN 12-16-2019 JFG PLANNING SUBMISSION -DESIGN REVIEW Fo"O i _ _ _ D=AGe = - I - NO. DATE BY DESCRIPTION CONST. 0 o prick 33 I 1511 I 34. EXISTING BIRCH TREE TO REMAIN I I I I Drt 18 OII I I 1 11 35.24" MIN BOX SIZE CYPRESS SCREENING TREES. TYP OF 4 REVISIONS O I IT IS THE RESPONSIBILFfY OF THE I I I 25 CONTRACTOR TO VERIFY ALL w NewDnvew�ya I Inc FIELD CONDITIONS AND COMPARE O z THEM WITH THE CONSTRUCTION II Dirt DOCUMENTS BEFORE COMMENCING I 9 I ACTIVITIES, ERRORS, OMMISSIONS 21 G. =5L00' OR ANY OTHER INCONSISTENCIES N.G. 49 50' I Art DISCOVERED I NER BE TO THE DESIGNER PROPERTY I INE S 75 00 PROJECT NAME Conc Sidewalk I Con°.Sides°'k ONE+TWO STORY ADDITION TO THE RESIDENC 23 I for I MRS. AMY EVERITT DIA T. 8 I Dirt AT. . 50.20' I T.C.=50.90' Gravel BURLINGAME,CCALIIFELDROAD RN 94010 Driveway Driveway I DRAWING TITLE Conc. Curb/Gutter Conc. C.AlGoter PLAN _ 10e_�_*SITE ``` I FAIRFI LD RD. 14 DATE ENGINEER DRAWING NO. 28 � - ALL CURB GUTTER, GUTTER, DRIVEWAY ANWEWALKFRONTING SITE SHALL BE REPLAC 1917 AART ASSINK SCALE AS SHOWN PER CITY OF BURLINGAMES PUB ORKS REQUIREMENTS AND SHEETS .1, 2 JOB C p 1 DRAWN JFG W J BY: RELEASED TO • PUBLIC WORKS GENERAL NOTES SITE PLAN REVIEWED CONSTRUCTION SCALE 1/8"=1'-0" BY: JFG GRAPHIC SCALE i � i i4 16 32 LEGEND 0 EDGEHILL RD. W o W W 0 W 0 ( IN FEET ) a 1 inch = 8 ft. ■ 10-11-2019 = LO O Q / LL h E 1 I S37°55'00 "E I 47.00 I 5 PALM DRIVE of ninT)E7_ '::� ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. BOUNDARY CONTROL: SEE CONCURRENT RECORD OF SURVEY MAP UNDERGROUND UTILITY — LOCATION IS BASED ON SURFACE EVIDENCE. BUILDING LOCATION DIMENSIONS ARE MEASURED PERPENDICULAR TO THE PROPERTY LINES. DIMENSIONS TO THE BUILDING ARE TAKEN AT THE EXTERIOR FINISHED SURFACE. THE BUILDING EXTERIOR FINISHED SURFACE IS WOOD SIDING AND VARIES APPROXIMATELY 0.07'-0.12' IN THICKNESS. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). BENCHMARK: ASSUMED DATUM, POINT AS SHOWN A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY L. WADE HAMMOND LAND SURVEYOR. EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. TREE SPECIES IDENTIFICATION: BEST EFFORT, WE ARE NOT ARBORISTS OR DENDROLOGISTS. TREES SHOWN ARE 6" TRUNK DIAMETER OR LARGER, MEASURED 5' ABOVE GRADE ABBREVIATIONS AC ASPHALT BW BACK OF WALK CONC. CONCRETE DG DECOMPOSED GRANITE TC TOP OF CURB FL FLOW LINE T. 0. W. TOP OF WALL SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE S37°35'00 "E 4 7.0 0' SET 314" IP "PLS 6163" SET NAIL/PLASTIC TAG "PLS 6163" WATER METER OR WATER VALVE BOX FIRE HYDRANT 16 12 8 OAK TREE - TRUNK DIAMETER IN INCHES O TREE SPECIES IDENTIFICATION: BEST EFFORT, WE ARE NOT ARBORISTS OR DENDROLOGISTS 016 12 8 OAK TREE WITH MULTIPLE TRUNKS TRUNK f TREE DRIP LINE POINTS TOWARDS TREE TRUNKS. TREE DRIP LINES ABOVE PROPERTY LOCATED AS SHOWN. -Y-25.34 TC .x X OE OE OPP � 12.34 SSCO ® 8.14 ELEC (D x 25.08 FL BOUNDARY AND TOPOGRAPHIC SURVEY 852 FAIRFIELD ROAD BURLI NGAME APN: 029-013-350 DOC#2014-120739 LOT AREA: 6,808 SQ. FT. TOP OF CURB FENCE OVERHEAD WIRES POWER POLE SPOT ELEVATION SANITARY SEWER CLEAN OUT UTILITY BOX -TYPE AS NOTED SIZE AS DRAWN IRRIGATION VALVE BOX SIGN ELEC TROL I ER POLE ANCHOR EDGE OF AC PAVING FLOW LINE O�ppooa00000000 00000 LAND (� OQ `� 000000000 U/ moo Op o° \4ADE °° ,� o pppo4"; JtiS /yy�� o o O V 0 O O 0'�% oJPLS 6163 dho °Jo° o 4 0 0 o 0 0° it ppp4 0 0 0 'PlgTF o000000°0�P0000 OF CALF 000 _ 00�00000 0 L, wade Hammond Licensed Land Surveyor No. 6163 36660 Newark Blvd. Suite C Newark, California 94560 Tel: (510) 5 79- 6112 Fax: (510) 991-8054 wade@whlandsurveyor.com