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HomeMy WebLinkAbout10.12 8c - 3 Victoria Rd - Plans0 00 T.O. RIDGE e HE DBL. TOP PLA" 0 00 l (E) FIRST LVL 171� (ELO-VEiRALL RIDGE_ �(E)DBL. TOP PLATE - 16 (E) FIRST LVL FIN. FLR A B C E -- - - - - - - - - 4- - - - - - - - - - - - - - 3 -01 1-PROPOSED,-RIGHTSIDE-EAST ELEVATION Q Q Q _ LLSECOND LEVEL FIN. FLR(9 (E) GARAGE SLAB ON GRADE AVERAGE TOP OF CURB = 50.53, o 00 Cq SCALE 1/4"=1'-0" ELEVATION -KEYNOTES 1. ASPHALT ROOFING-CLASS:'B' STYLE HIGH DIMENSIONAL COLOR TBD 2. EXTERIOR FINISH: STYLE BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD SPACING: BATTENS ATI6"O.C. TEXTURE SMOOTH -COLOR-TBD PAINT MANUFAC., TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL -FIrIISIJ: KYNAR STYLE AS SHOWN -COLOR-TBD 4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING -COLOR-TBD PAINT MANUFAC; TBD -SEE DETAIL? SFIEET? 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER 6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2" -CAPSIZE. 1" X 2" WITH METAL DRIP SILL SIZE. I" X 2" SILL WITH 1" X 4" APRON STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR PRMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. -COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR TBD SIZE OF GUTTER: Y DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 8. METAL CHIMNEY SHROUD WITH VENT CAP ANSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. -SIZE 1'-0" SHAFT WITH BASE AND CAP COLOR TBD MANUFAC; -TURNCRAFT OR EQUAL 10. NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLORTBD 11. WOOD TRIM BOARD WITH WATER TABLE SIZE 2X10 WITH 2 X WATER TABLE --COLOR TBD 12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITH 2 X WATER TABLE --COLOR TBD 13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM ROOFING. 14 EXISTING STUCCO FINISH 15. EXISTING BRICK CHIMNEY 16. EXISTING SINGLE PANE VINYL WINDOWS 17. EXISTING ASPHALT SHINGLES 18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT ENTRY DOOR. 19. NEW ALUMINUM CLAD GARAGE DOOR 20. LINE OF CLIPPED CEILING Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@gmail.com SIGNATURE BOX NAME JESSE GEURSE DATE NOVEMBER 2, 2020 ' CITY OF NO. 22228111,, EXPIRATION DATE 01 /3 M GEURS� CON�EPT[�AL DESIGNS, INC. CITY / \ 1 8-5-2021 JFG I PLANNING COMMENTS-3RD COMMENTS 5-10-2021 JFG PLANNING COMMENTS-2nd COMMENTS 4-2-2021 JFG PLANNING COMMENTS-DEPT. COMMENTS 2-17-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW 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 FIRST + SECOND STORY ADDITION for MR and MRS. KWAN 3 VICTORIA ROAD BURLINGAME, CALIFORNIA 94010 DATE 2021 JOB NO. DRAWN JIG BY: DRAWING TIPLE EXTERIOR ELEVATIONS ENGINEER I DRAWING NO. AART ASSINK REF. 1-AS,-BUILT,-RIGI-ITSIDE-EAST ELEVATION SCALE 1/4"=1`r0" REVIEWED JIG FG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.4 CELVERALL RIDGE = 78.92' — ECLINING HEIGHT DEPARTURE R WINDOW - �N) SECOND LEVEL FIN. FLR. - T.O. WINDOW (N) FIRST LEVEL FIN.FLR = 52.62' v MATCH EXISTING AVERAGE TOP OF CURB = 50.53' 0 AVERAGE NAT.GRADE= 51.03'- - - - - — SEE SIFT A.4 FOR TYP FINISH MATERIALS 2-PROPOSED4RONT"SOU T 14 ELEVATION DECLINING HEIGHT DEPARTURE in 1✓ t - N SECOND LEVEL FIN. FLR� AVERAGE NAT. GRADE= 50.55'& SCALE 1/4"=1'-0" ELEVATION -KEYNOTES 1. ASPHALT ROOFING-CLASS:'B' STYLE HIGH DIMENSIONAL -COLOR TBD 2. EXTERIOR FINISH: STYLE BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD SPACING: BATTENS ATI6"O.C. TEXTURE SMOOTH -COLOR-TBD PAINT MANUFAC., TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL -FINISIJ: KYNAR STYLE AS SHOWN -COLOR-TBD 4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING COLOR TBD PAINT MANUFAC; TBD -SEEDETAIL? SFIEET? 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER 6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2" -CAPSIZE. 1" X 2" WITH METAL DRIP SILL SIZE: I" X 2" SILL WITH 1" 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 TBD. -COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED -COLOR- TBD SIZE OF GUTTER: Y DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 8. METAL CHIMNEY SHROUD WITH VENT CAP ANSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. -SIZE 1'-0" SHAFT WITH BASE AND CAP -COLOR- TBD MANUFAC; -TURNCRAFTOREQUAL 10. NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLORTBD 11. WOOD TRIM BOARD WITH WATER TABLE SIZE 2X10 WITH 2 X WATER TABLE --COLOR TBD 12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITH 2 X WATER TABLE --COLOR TBD 13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM ROOFING. 14 EXISTING STUCCO FINISH 15. EXISTING BRICK CHIMNEY 16. EXIST NG SINGLE PANE VINYL WINDOWS 17. EXISTING ASPHALT SHINGLES 18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT ENTRY DOOR. 19. NEW ALUMINUM CLAD GARAGE DOOR 20. LINE OF CLIPPED CEILING Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@gmail.com SIGNATURE BOX NAME JESSE GEURSE DATE NOVEMBER 2, 2020 ' CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE6/30/ 0 CITY / \ 1 8-5-2021 JFG I PLANNING COMMENTS-3RD COMMENTS 5-10-2021 JFG PLANNING COMMENTS-2nd COMMENTS 4-2-2021 JFG PLANNING COMMENTS-DEPT. COMMENTS 2-17-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW 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 NORTH REF. ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME FIRST + SECOND STORY ADDITION for MR and MRS. KWAN 3 VICTORIA ROAD BURLINGAME, CALIFORNIA 94010 DATE 2021 JOB NO. DRAWN JFG BY: DRAWING TITLE EXTERIOR ELEVATIONS ENGINEER I DRAWING NO. AART ASSINK 2-AS,-BUILT,-FRONT-SOUTI-I ELEVATION SCALE 1/4"=1`r0" REVIEWED JFG FG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.5 E C B A 10'-0" PROJECTION ENCROACI Il�IENT 30' 0" MAX. OVERALL RIDGE HEIGHT AI"C. _ r I _(N) (E) DBL. TOP PLAN (E) FIRST LVL FIN. FLR�_& SEE SIFT AA FOR TYP FINISH MATERIALS 3� JPROPOSEDrLErTSIDE " WEST ELEVATION E C B A SCALE 1/4"=1'-0" ELEVATION -KEYNOTES 1. ASPHALT ROOFING-CLASS:'B' STYLE HIGH DIMENSIONAL COLOR: TBD 2. EXTERIOR FINISH: STYLE BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD SPACING: BATTENS ATI6"O.C. TEXTURE SMOOTH -COLOR-TBD PAINT MANUFAC., TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL -FINISIJ: KYNAR STYLE AS SHOWN -COLOR-TBD 4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING -COLOR-TBD PAINT MANUFAC; TBD -SEE DETAIL? SFIE.ET? 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER 6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2" -CAPSIZE. 1" X 2" WITH METAL DRIP SILL SIZE I" X 2" SILL WITH 1" X 4" APRON STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR PRMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. -COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED -COLOR- TBD SIZE OF GUTTER: Y DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 8. METAL CHIMNEY SHROUD WITH VENT CAP ANSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. -SIZE I'-0" SHAFT WITH BASE AND CAP -COLOR- TBD MANUFAC; -TURNCRAFT OR EQUAL 10. NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLOR TBD 11. WOOD TRIM BOARD WITH WATER TABLE SIZE 2X10 WITH 2 X WATER TABLE --COLOR TBD 12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITH 2 X WATER TABLE --COLOR.TBD 13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM ROOFING. 14 EXISTING STUCCO FINISH 15. EXISTING BRICK CHIMNEY 16. EXISTING SINGLE PANE VINYL WINDOWS 17. EXISTING ASPHALT SHINGLES 18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT ENTRY DOOR. 19. NEW ALUMINUM CLAD GARAGE DOOR 20. LINE OF CLIPPED CEILING Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@gmail.com SIGNATURE BOX NAME JESSE GEURSE DATE NOVEMBER 2, 2020 ' CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE6/30 0,1 CITY / \ 1 8-5-2021 JFG I PLANNING COMMENTS-3RD COMMENTS 5-10-2021 JFG PLANNING COMMENTS-2nd COMMENTS 4-2-2021 JFG PLANNING COMMENTS-DEPT. COMMENTS 2-17-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW 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 NORTH REF. ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME FIRST + SECOND STORY ADDITION for MR and MRS. KWAN 3 VICTORIA ROAD BURLINGAME, CALIFORNIA 94010 DATE 2021 JOB NO. DRAWN JFG BY: DRAWING TITLE EXTERIOR ELEVATIONS ENGINEER I DRAWING NO. AART ASSINK 3-ASrBUILTrLEFTSIDE"WEST ELEVATION SCALE 1/4"=1`r0" REVIEWED JFG FG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.6 DECLINING HEIGHT DEPARTURE _ _ _ _ _ i✓ Q4N) SECOND LEVEL FIN. FLR i 0 iy I I I 0 AVERAGE NAT. GRADE= 50.55' - - - --- - - - - - - - - - - - - - - - SEE SHT A.4 FOR TYP FINISH MATERIALS 4-PROPOSED-REAR�NORTH ELEVATION I I I I ® I I I I I I I I I I I I I I I I r I 4-AS-BUILT,-REAR-NORTH ELEVATION - JELVERALL RIDGE = 78.92' I - _ 91LRCOND1EVEIjRLRR& - _10. WINDOW (N) FIRST LEVEL FIN.FLR = 52.62' AVERAGE NAT. GRADE= 51.03's ELEVATION —KEYNOTES 1. ASPHALT ROOFING -CLASS: B' STYLE I-1IGH DIMENSIONAL -COLOR- TBD 2. EXTERIOR FINISH: STYLE BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD SPACING: BATTENS AT 16" O.C. -TEXTURE-SMOOTH -COLOR-TBD PAINT MANUFAC; TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL -FINISH. KYNAR STYLE AS SHOWN -COLORTBD 4. FACIA E AVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCFI EXISTING COLOR TBD PAINT MANUFAC; TBD -SEE DETAIL? SFIEET? 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER 6.-TRIM HEAD AND JAMB SURROUND SIZE 1"X 3-1/2" -CAPSIZE. 1" X 2" WITH METAL DRIP SILL SIZE: I" X 2" SILL WITH 1" X 4" APRON STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR PRMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR TBD SIZE OF GUTTER 5" DECORATIVE O.G. SIZE OF DOWNSPOUT. 4" DIA. 8. METAL CHIMNEY SHROUD WITH VENT CAP INSTALL HEIGFIT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. SIZE I'-3" SHAFT WITH BASE AND CAP COLOR TBD MANUFAC; -TURNCRAFT OR EQUAL 10. NEW FLOOR VENTS: SIZE"6"X14" -MANFAC: TBD -COLORTBD 11. WOOD TRIM BOARD WITH WATER TABLE SIZE 2X10 WI H 2 X WATER TABLE -COLORTBD 12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITH 2 X WATER TABLE -COLORTBD 13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM SCALE 1/4"=1'_0" ROOFING. 14 EXISTING STUCCO FINISH 15. EXISTING BRICK CHIMNEY 16. EXISTING SINGLE PANE VINYL WINDOWS 17. EXISTING ASPHALT SHINGLES 18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT ENTRYDOOR SCALE 1/4"=1'_0" ih� I_rt�L�si 1 aCt7w\IT@7Rll.T!]:1IZimCi 20. LINE OF CLIPPED CEILING 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 NOVEMBER 2, 2020 , CITY OF BURLINGAME BUSINESS N0: 22811, EXPIRATION DATE 06, CITY • INC. / \ I 8-5-2021 JFG I PLANNING COMMENTS-3RD COMMENTS 5-10-2021 JFG PLANNING COMMENTS-2nd COMMENTS 4-2-2021 JFG PLANNING COMMENTS -DEFT. COMMENTS 2-17-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW 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 PROJECT NAME FIRST + SECOND STORY ADDITION for MR. and MRS. KWAN 3 VICTORIA ROAD BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXTERIOR ELEVATIONS DATE ENGINEER 2021 AART ASSINK JOB NO. SCALE AS SHOWN DRAWN JIG BY. RELEASED TO CONSTRUCTION REVIEWED BY. JFG DRAWING NO. A.7 00 ELEVATION -KEYNOTES 1. ASPHALT ROOFING-CLASS:'B' STYLE FIIGFI DIMENSIONAL COLOR TBD Geurse Conceptual Desi6ns, Inc. SEE SIFT A.4 FOR TYP FINISH MATERIALS G2-PROPOSEDrLEFTSIDE-SOUTIi ELEVATION 12 12 , FNI] I IFNI] I r T.O. DOOR SLAB ON GRADE NAT. GRADE G1-PROPOSED,-FRONT -EAST ELEVATION OVERALL RIIDGE _ T.O. DBL PLATE T.O. DOOR 0 l 00 o i� SLAB ON GRADE NAT. GRADE 0 SCALE 1/4"=1'-0" 2. EXTERIOR FINISH: STYLE BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD SPACING: BATTENS ATI6"O.C. TEXTURE SMOOTH -COLOR-TBD PAINT MANUFAC., TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL -HNISH KYNAR STYLE AS SHOWN -COLOR-TBD 4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING -COLOR-TBD PAINT MANUFAC; TBD -SEE DETAIL? SHEET? 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER 6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2" -CAPSIZE. 1" X 2" WITH METAL DRIP SILL SIZE I" X 2" SILL WITH 1" X 4" APRON STYLE TRADITIONAL EXTERIOR: ALUM CLAD. COLOR TBD -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED INTERIOR PRMED, PAINT READY. DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR TBD SIZE OF GUTTER: Y DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 8. METAL CHIMNEY SHROUD WITH VENT CAP INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. -SIZE I'.0" SHAFT WITH BASE AND CAP COLOR TBD MANUFAC; -TURNCRAFTOREQUAL 10. NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLORTBD 11. WOOD TRIM BOARD WITH WATER TABLE SIZE 2X10 WITH 2 X WATER TABLE --COLOR TBD 12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITH 2 X WATER TABLE --COLOR TBD 13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM ROOFING. 14 EXISTING STUCCO FINISH 15. EXISTING BRICK CHIMNEY 16. EXISTING SINGLE PANE VINYL WINDOWS 17. EXISTING ASPHALT SHINGLES 18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT ENTRY DOOR. 19. NEW ALUMINUM CLAD GARAGE DOOR 20. LINE OF CLIPPED CEILING 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@gmail.com SIGNATURE BOX NAME JESSE GEURSE DATE NOVEMBER 2, 2020 ' CITY N0 24811BURLJNGAME EXPIRATION DATE 06/30/BUSINESS � GEURS�"CON�EPT[�AL DESIGNS, INC. CITY / \ 1 8-5-2021 JFG I PLANNING COMMENTS-3RD COMMENTS 5-10-2021 JFG PLANNING COMMENTS-2nd COMMENTS 4-2-2021 JFG PLANNING COMMENTS-DEPT. COMMENTS 2-17-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW 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 FIRST + SECOND STORY ADDITION for MR and MRS. KWAN 3 VICTORIA ROAD BURLINGAME, CALIFORNIA 94010 DATE 2021 JOB NO. DRAWN JFG BY: GARAGE EXTERIOR ELEVATIONS ENGINEER I DRAWING NO. AART ASSINK REF. G4 -PROPOSED,-RIGI-ITSIDE-NORTI-I ELEVATION G3-PROPOSED-REAR-WEST ELEVATION SCALE 1/4"=1`r0" REVIEWED JFG FG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.8 1 00 = 78.92' — e�N) SECOND LEVEL FIN. FLR (N) FIRST LEVEL FIN.FLR = 52.62' MATCH EXISTING AVERAGE NAT. GRADE= 50.87' NI T.O. RIDGE DBL. TOP PLA 0 l 00 + ((E) FIRST LVL FlI I. 1 3 4 5 G �- - - - - - - --- - - - - - - - - -------------- 0 l Cq 6- TRANSVERSE BUILDING SECTION — (E)OVERALL RIDGE_= 78.92' T.O. WINDOW — - - - T.O. WINDOW - N SEC (N) FIRST LE` AVERAGE NAT_GRADE= 51.03'& A B C E - - - - ------ 4 - - - - - - - - - - - - - - 3P'-O„ I �1 l — JE)OVERALL. RIDGE = 78.92' _ T.O. WINDOWC _ N SECOND LEVEL FIN. I-R& — -T.O. WINDOW 0 1 o � 00 (N) FIRST LEVEL FIN.FLR. = 52.62' AVERAGE TOP OF CURB = 50.42's ELEVATION -KEYNOTES 1. ASPHALT ROOFING-CLASS:'B' STYLE HIGH DIMENSIONAL COLOR TBD 2. EXTERIOR FINISH: STYLE BATTEN AND BOARD BATTEN AND BOARD OVER TYVEX OVER PLYWOOD SPACING BATTENS ATI6"O.C. TEXTURE SMOOTH -COLOR-TBD PAINT MANUFAC., TBD. 3. DECORATIVE STANDING SEAM SHED ROOF: MATERIAL: METAL -HNISH KYNAR STYLE AS SHOWN -COLOR-TBD 4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS MATERIAL: WOOD, MATCH EXISTING -COLOR-TBD PAINT MANUFAC; TBD -SEEDETAIL? SFIFET? 5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER 6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2" -CAPSIZE. 1" X 2" WITH METAL DRIP SILL SIZE: I" X 2" SILL WITH 1" 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 TBD. COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER CONSULT OWNER -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS MATERIAL: GALVANIZED COLOR TBD SIZE OF GUTTER: Y DECORATIVE O.G. SIZE OF DOWN SPOUT: 4" DIA. 8. METAL CHIMNEY SHROUD WITH VENT CAP -INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS COLOR PRIME AND PAINTED STYLE AS SHOWN IN ELEVATION. 9. SQUARE POLYMAR OR WOOD COLUMNS. TYP. -SIZE I'-0" SHAFT WITH BASE AND CAP COLOR TBD MANUFAC; -TURNCRAFT OR EQUAL 10. NEW FLOOR VENTS: SIZE" 6" X 14" -MANFAC: TBD -COLORTBD 11. WOOD TRIM BOARD WITH WATER TABLE SIZE 2X10 WITH 2 X WATER TABLE -COLORTBD 12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE SIZE 2X6 WITH 2 X WATER TABLE --COLOR TBD 13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM SCALE 1/4"=1'-0" ROOFING. 14 EXISTING STUCCO FINISH 15. EXISTING BRICK CHIMNEY 16. EXISTING SINGLE PANE VINYL WINDOWS 17. EXISTING ASPHALT SHINGLES 18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT ENTRY DOOR 0 19. NEW ALUMINUM CLAD GARAGE DOOR 20. LINE OF CLIPPED CEILING Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@gmail.com SIGNATURE BOX NAME JESSE GEURSE DATE NOVEMBER 2, 2020 ' CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE6/30/ 0 CITY U 1 8-5-2021 JIG I PLANNING COMMENTS-3RD COMMENTS 5-10-2021 JIG PLANNING COMMENTS-2nd COMMENTS 4-2-2021 JIG PLANNING COMMENTS-DEPT. COMMENTS 2-17-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW 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 NORTH REF. ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME FIRST + SECOND STORY ADDITION for MR. and MRS. KWAN 3 VICTORIA ROAD BURLINGAME, CALIFORNIA 94010 DATE 2021 JOB NO. DRAWN JIG BY: DRAWING TITLE BUILDING SECTIONS ENGINEER I DRAWING NO. AART ASSINK 5-LONGITUDINAL BUILDING SECTION SCALE 1/4"=I'r0" REVIEWED JIG FG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.9 ATTIC INSULATION ROOF PLAN KEYNOTES Geurse Conceptual Desi$n, Inc. (: D5 ------ ------ -- ------ ------ ------ ------ ------- 4 I I w (N)12:12 (N)12:12 SLOPE w ♦ SLOPE z I I I I 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: jgeurse@gmail.com SIGNATURE BOX NAME JESSE GEURSE DATE NOVEMBER 2, 2020 ' CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. NO 22811, EXPIRATION DATE6/30/ 0 CITY 0 0 / \ 1 8-5-2021 JFG I PLANNING COMMENTS-3RD COMMENTS 5-10-2021 JFG PLANNING COMMENTS-2nd COMMENTS 4-2-2021 JFG PLANNING COMMENTS-DEPT. COMMENTS 2-17-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW NO. DATE BY DESCRIPTION CONST. IT IS THE RESPONSIBILII Y OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH REF. ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME FIRST + SECOND STORY ADDITION for MR. and MRS. KWAN 3 VICTORIA ROAD B 6 E BURLINGAME, CALIFORNIA 94010 C A9 DRAWING TITLE ROOF PLAN DATE ENGINEER DRAWING NO. 2021 AART ASSINK REVISIONS ROOF PLAN JOB NO. SCALE AS SHOWN DRAWN JFG BY: RELEASED TO REVIEWED CONSTRUCTION SCALE 1/4"=1'r0" BY: JFG A.3 PUBLIC WORKS NOTES 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 ARE REQUIRED TO BE ALTERED. 2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. MO, THE SEWER BACKWATER 3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER A SEWER LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED. 4) SEE SHEET PW.1 FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS 5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. 6) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL OF THE BUILDING PERMIT. 7) Construction hours in the City Public right-of-way are limited to weekdays and non -City Holidays between 8:00 a.m. and 5:00 p.m. for all activities (including hauling). 8) 5. All water lines connections to city water mains for services or fire line protection are to be installed per city standard procedures and material specifications. Contact the city Water department for connection fees. If required, all fire services and services 2" and over will be installed by builder. All underground fire service connections shall be submitted as separate Underground Fire Service permit for review and approval. SITE DRAINAGE NOTE 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 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. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SFIEET PW.1 AND PW.2 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. PARKS DEPARTMENT 1. CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330) 3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCFIES FORM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. 4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR STRAPS. IRRIGATION NOTE AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH CGC 4304 OUTDOOR WATER USE (2019 CGC §4.4) RESIDENTIAL DEVELOPMENTS SHALL SUBMIT A CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER USE EFFICIENT LANDSCAPE (MWELO) CHECKLIST. 2019 CGC §4304.1 T.C. , 88' 30 • Cq 37 I O VDU 24 U g.-I�z � �ww0 Qwp 30 �V • �- p A.T.C.= .53, C� rcS ��c �0 U a 29 4 w 41 •`,00 ^; O ^ r I O 30 � • vJ z C �1 zO T.C.50.18' w ,U I PUBLIC WORKS CONDITIONS OF APPROVAL SITE PLAN KEYNOTES FRONT SETBACK (E) 2ND STORY = 42'41' 1. LINE OF EXISTING RESIDENCE. I& EXISTING LANDSCAPE TO REMAIN AS IS. 34. (1) PLUG ALL EXISTING SANITARY SEWER LATERAL GC a YS C Conceptual DC S 1$ n S, Inc. 2. EXISTING ATTACHED GARAGE REMOVED. 19. EXISTING U-0" FIIGFI WOOD FENCE CONNECTIONS AND INSTALL ANEW 4" LATERAL, 3. REMOVAL OF EXISTING 3" TRUNK CITY STREET TREE (2) ALL WATERLINE CONNECTIONS TO CITY WATER MAINS FOR 20. EXISTING CHERRY TREE SERVICES OR FIRE LINE ARE TO BE 4. LOCATION OF EXISTING WATER METER CHANGE METER O A 21. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR INSTALLED PER CITY STANDARD PROCEDURES AND bay swater AND SIZE ACCORDANCE NEW FIRE PROTECTION LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED SPECIFICATION, Burlingame, California 94010 Bur ifor CALCULATIONS AND PER CITY OF BURLINGAMES PUBLIC AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITI-I (3) ANY OTHER UNDERGROUND UTI ITY WORKS WITHIN CITY'S tel: 650.703.6197 WORKS AND FIRE DEPARTMENT REQUIREMENTS. MIN. 1" RIGHT-OF-WAY. AL METER CGC 4304 email: jgeurse@gmail.com 5. LOCATION OF EXISTING GAS METER 22. AREA OF SINGLE STORY ADDITION SHOWN SHADED 35. REMOVE EXISTING DRIVEWAY AND INFILL CURB, GUTTER 1 AND SIDEWALK PER CITY OF BURLINGAME PUBLIC WORKS SIGNATURE BOX 6. LOCATION OF NEW 200AMP ELECTRICAL PANEL AND METER. 23. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY, REQUIREMENTS. NAME JESSE GEURSE 7. NEW PATIO. MATERIAL TO BE DETERMINED. THIS INCLUDES ALL EXISTING AND NEW, SUCH AS BUT NOT 36. REMOVE EXISTING FENCE WITHIN PUBLIC RIGHT OF WAY ON DATE NOVEMBER 2, 2020 ' LIMITED TO, WALL, FENCE, RAILING, AND MAILBOX SHOW ON 8. LOCATION OF NEW BUILDING ADDRESS. NUMBERS ARE TO SITE PLAN, DIMENSION FROM PROPERTY LINE TO FACE OF CURB. PENINSULA AVENUE BE A MINIMUM OF ONE-HALF INCH STROKE BY TWO AND CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC. INCHES HIGH, AND ARE EXTERNALLY ILLUMINATED 24. PROVIDE RIP RAP AT ALL GUTTER CATCH BASINS AND ALL 37. ANY DAMAGED SIDEWALK, CURB, AND GUTTER DURING NO 22811, EXPIRATION DATE 06/30/ BY LANDSCAPE FLOOD CONTROLLED BY SENSOR INSTALL PER BY LANDSCAPE AREAS ADJACENT TO NEIGHBORING PROPERTIES. ALL CONSTRUCTION WILL BE REPAIRED. AN INSPECTION BY THE BURLINGAME CODE 18.08.050. MEASURES TO BE IN ACCORDANCE TO BMP.1 CITY PUBLIC WORKS INSPECTOR WILL DETERMINE THE LIMITS OF SIDEWALK, CURB, GUTTER REPAIRS POST -CONSTRUCTION. 9. EXISTING DIRECTION OF SITE DRAINAGE WITH POSITIVE 25. AREA OF SECOND STORY ADDITION SHOWN I-IATCFIED. 38. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR FLOW TO STREET FRONTAGE AND STORM DRAIN. 26.ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS PATIOS ONTO VEGETATED AREAS. 10. EXISTING MAIN LATERAL FROM METER TO RESIDENCE PLACEMENT OF DEBRIS BIN IN STREET, WORK IN SIDEWALK UPGRADE AS REQUIRED BY FIRE PROTECTION CALULATIONS AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS 39. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO PARKING LOTS ONTO VEGETATEDAREAS. 11. NEW LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. STARTING WORK. PORTA POTTY'S ARE NOT ALLOWED TO BE 40. NEW JAPANESE MAPLE 12. NEW PERIMETER ONSITE 4" DRAINAGE AROUND ENTIRE PLACED IN THE CITY RIGI-IT-OF-WAY. 41. EXISTING ADJACENT NEIGHBORS SCREEN TREES. STRUCTURES WITH POSITIVE FLOW AND DAYLIGHTED OUT THROUGH CATCH BASIN BOX AND THROUGH EXISTING 27. NEW LOCATION FOR FIRE RISER FOR FIRE PROTECTION. CURB PER PUBLIC WORKS STANDARD DETAILS ON SFIEET COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION PW.1 COMPANY FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER REFER TO APPROVED FIRE PROTECTION PLANS 13. NEW CATCH BASIN DIFFUSER BOX PER PUBLIC WORKS SEE SHEET PW.1 STANDARD DETAILS. SHEET PW.1 28. NEW DRIVEWAY APPROACH PER PUBLIC WORKS 14. TIE NEW AND EXISTING ROOF DOWNSPOUT AND BOOTH REQUIREMENTS SHOWN ON SHEET PW.1. RECEIVE APPROVAL WITH GAP TO NEW ONSFFE DRAINAGE LINE TO STREET. TYP PRIOR TO WORK FROM PUBLIC WORKS DEPARTMENT. 15. LOCATION OF ELECTRICAL VEFIICLE CHARGING STATION. 29. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR INSTALL ALL ELECTRICAL PER MANUFACTURERS REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER. REQUIREMENTS AND CALGREEN 4.106.4.23 FOR DETAILS OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED REGARDING 208/240- VOLT RACEWAY, CABINET, AND IN CITY RIGHT AWAY. 40-AMPERE OVERCURRENT DETAILS. 1) THE SERVICE PANEL OR SUB -PANEL CIRCUIT DIRECTORY 30. EXISTING STREET TREES TO REMAIN. SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE 31. EXISTING OAK TREE TO REMAIN. SPACE(S) RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE'. 32. NEW STREET TREE TO MATCH EXISTING TO REPLACE 2) THE RACEWAY TERMIINATION SHALL BE PERMANENTLY AND REMOVED. VISIBLY MARKED AS "EV CAPABLE'. 2019 CGC §4.106.4 33. EXISTING CREPE MYRTLE TREE TO REMAIN. 16. EXISTING SANITARY SEWER LATERAL TO REMAIN. EXISTING LINE TO BE VIDEO TAPE PER PUBLIC WORKS REQUIREMENTS. SEE GENERAL NOTES THIS SHEET, SI-IT.PW.1 17. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR MANAGEMENT OF STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO BMiP.I FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING CONSTRUCTION. PROTECTION OF CREEK OR STORM DRAIN INLETS, PER94ETER CONTROLS, PROTECTIONS FOR CONSTRUCTION ACCESS POINTS, AND SEDIMENT CONTROL MEASURES. REAR SETBACK (N)1ST + 2ND STORY = 29'-4 2" REAR SETBACK (N) 1ST + 2ND STORY = 26A01 " 0 O iri FR ETBACK !; 1 19 (N)1ST STO - 23'-4" "' wF Z15 ' PROPERTY LINE 10 MY (S 41°39' " E) II ` • 31 DETACHEE 1 27 / { - T 1 ��/. /// f �• T� /7. I 1 CAR 36 �//.//// I GARAGE NEW PATIO 7 17 00 z 1 I ✓////�///j/i/' 1 EXISTING /// / /I I S 1 LAWN00 / 25 --- I;------ ---------- �j/ j/ 22 14 1 to - I I------------- 11 34 z--- -- - ---- --- -- ---- / 14 39 1 � 1G I 1 �jc, 20 34 z 18 z EXISTING �w 8 + `, O" z u 9 LAWN EXISTING F z � LAWN "' NEW O z "' 17 "' WALK `U z 40 13 L 71 PROPERTY LINE 108 ' (N 41°39'59" W) AN.G. 50 �' • • �' • 19 � I C • 35 33 33 33 T.C.=50.23' o AT.C.=50.42' �z - i� Cp 24 2 r�A. Ca O � O �. O � AN.G.=51.03' -- � -- � ANY DAMAGED SIDEWALK CURB, AND GLITTER DURING CONSTRUCTION WILL BE REPAIRED. AN INSPECTION BY TI-IE CITY PUBLIC WORK S INSPECTOR WILL DETERMINE THE LIMITS OF SIDEWALK CURB, GUTTER REPAIRS POST -CONSTRUCTION. VICTORIAROAD Centerline OI 50' R1611t OI Way T NEW DRIVEWAY APPROACF. PER PUBLIC WORKS 28 DETAIL SHT. PW.1 d) S.B.= F-3" N.G.=51.00' _VA 'ggi N w 24 O E1 1 (E) ADJACENT DRIVEWAY BLOCK AVERAGE FRONT SETBACK ON PENNINSULA 3 VICTORIA : 19-8-1/2" 104 PENINSULA : 21'-4" 108 PENINSULA : 25'-4" 114 PENINSULA : 23'-4" 118 PENINSULA : 26'-4" TOTAL OF 5=116'-01-1/2" = 23'-4" U 8-5-2021 JFG I PLANNING COMMENTS-3RD COMMENTS 5-10-2021 JFG PLANNING COMMENTS-2nd COMMENTS 4-2-2021 JFG PLANNING COMMENTS-DEPT. COMMENTS 2-17-2021 JFG PLANNING SUBMISSION -DESIGN REVIEW NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBII.ICY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH REF. ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME FIRST + SECOND STORY ADDITION for MR. and MRS. KWAN 3 VICTORIA ROAD BURLINGAME, CALIFORNIA 94010 DRAWING TITLE SITE PLAN DATE ENGINEER DRAWING NO. onoi AART ASSINK JOB NO SCALE AS SHOWN DRAWN JIG BY: RELEASED TO REVIEWED CONSTRUCTION BY. JIG SP.1 SITE PLAN SCALE 1/8"=1'-0"