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HomeMy WebLinkAboutReso - PC - 2022.07.11 - 8ADocuSFn EnvelJpe lD: DB326EEO-8C81-4086-8C8F-AD5878674948 RECORDING REQUESTED BY Planning Department City of Burlingame WHEN RECORDED MAIL TO COMMUNIry DEVELOPMENT DEPARTI\,4ENT CITY OF BURLINGAME 50,1 PRIMROSE ROAD BURLINGAME. CA 940.10 2022-066366 3r37 pm 09/09,2022 R1 Fe6: NO FEE count of Pages 4 Recor.led in Olf rcialR6c(rds Co unty of San ll/lateo lll a rk Ch r,r.:h Assesso r-County C lerk-Recorder I !l rll il llilrll*$Rtr0rl lllilllllirl lllil llill l,,i ll,3217 i 6 8 i * Resolution No. 2022-07.1 1 -8A 34 DWIGHT ROAD APN 029-301-230 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect mpy of the document it purports to be, the originai of lvhich is on file in my office. Ju 22,2022 butw Eukuv ITY EMAGNRL!Bp b.,UNE Kevin Gardiner, AICP. Community Development Di Date RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and application has been made for Desiqn Review for a first and second storv addition to an existinq sinqle-unit dwellino at 34 Dwioht Road, zoned R-1, Piotr Gorski and Suzan Nouyen, property owners, APN: 029-301-230 WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Julv 11. 2022, al which time it reviewed and considered the staff report and all other wntten materials and testimony presented at said hearing: On the basis of the lnitial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per CEQA Section 1 5301(e)(2), which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 10,000 SF in areas where all public services and facilities are available and the area in which the project is located is not environmentally sensitive, is hereby approved. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review are set forth in the staff report, minutes, and recording of said meeting. 3. lt is further directed that a certified copy of this res ion be recorded in the I records of the C hai rs on s. L0 U)e$Tl+4,1.-.-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 11 da of Jul 2022 by the following vote 3rl DWIGHT ROAO - RESO 2022{7.11{AAYES: COMAROTO, LOWENTHAL, GAUL, PFAFF, SCHrlD, TSENOES: l{OlrlE ABSENT: HORAII RECUSED: NONE ry NOW, THEREFORE. it is RESOLVED and DETERMINED by this Planning Commission that. County of San Mateo. 1 2 EXHIBIT'A" Conditrons of Approval for Categorical Exemption and Design Review 34 Dwight Road Effective July 21,2022 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division and date stamped June 1,2022, sheets T1.0 through AD.2 and Boundary and Topographic Survey, and sheets SP1, A1. and 47 date stamped June24,2022', 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 staffl); that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dorme(s), shall require an amendment to this perm it; that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property. if feasible. as determined by the Community Development Director; that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; that the prolect shall meet all the requirements of the Californra 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: 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; (not necessary if FAR is 200 SF + feet under max). 6 7 I I 10 1 2. 3 4 ( EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 34 Dwight Road Effective July 2'1, 2022 Page 2 11 12 13 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; (new houses only) that prior to scheduling the framing inspection the project archrtect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans: architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; and that prior to final inspection, Planning Division staff would 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. ELEVATION -KEYNOTES Q 40 E DBL. TOP PLATES l 00 ��E) 2ND SPLIT LEVEL FI l E 1ST LEVEL FIN. FLR ' l l SLAB FIN. RR (E) AN.G. 22.80' 40 E DBL. TOP PLATES 4, 15 00 14 I Q5(E) 2ND SPLIT LEVEL FIN. ELK_ — I �I G1 .a l + a OI E 1ST LEVEL FIN. ELK W.91' w I 19 + I SLAB FIN. FLR - - — (E) AN.G. 22.80' Q PROPOSED -FRONT ELEVATION (WEST) SCALE 1/4"=1'r0" 2 1 130'-0" MAX OVERALL RIDGE HEIGHT ABOVE AT.C. 12 12 \ (E) 8' ` `(E) 8 \ EXISTING RESIDENCE (E) OVERALL RIDGE HEIGHT = 50.44(9 (E) DBL. TOP PLATES MIN _ E) 1ST LEVEL FIN. FL.R. 27.91' __AEj 1ST SPLIT LEVEL FIN. FLR. 26.91' 0 + l (E) AN.G. 23300'' 1. ASPHALT SHINGLES- -MANUFACTURER GAF, STYLE TIMBERLINE ULTRA HD SHINGLES -COLOR: TBD CLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1- LAYER OF BITUTHANE UNDER UNDERLAYMENT FOR ALL ROOF WITH 2.12 SLOPE AND LESS CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. 2. NEW CEMENT PLASTER FINISH OVER LATH OVER TYVEX OVER PLYWOOD TEXTURE MATCH EXISTING -COLOR: TBD 3. NEW LIMESTONE DOOR AND WINDOW CASING MANUFACTURER TBD -COLORTBD 4. DOOR AND WINDOW MANUFACTURER MARVIN MATERIAL• ALUMINUM CLAD EXTERIOR STYLE TRADITIONAL -COLOR: TBD SIMULATED TRUE DIVIDED LITES 6. DECORATIVE +42" WOOD GUARDRAIL MANUFACTURER TURNCRAFT OR EQUAL MATERIAL: WOOD STYLE TRADITIONAL 7. DECORATIVE WOOD CORBEL SIZE 6X8 8. EXISTING 2X WOOD FACIA BOARD 9. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL. 10. NEW GUTTERS AND DOWNSPOUTS. TYP. GUTTER SIZE 5" DECORATIVE O.G. -DOWNSPOUT:4" ROUND 11. NEWSOLID ALUMINUM CLAD GARAGE DOOR DESIGN PER ELEVATION 12. NEW ENTRY STEPS 13. +42" WROUGHT IRON GUARDRAIL. 14. EXISTING CEMENT PLASTER FINISH 15. EXISTING WOOD WINDOWS SINGLE PANE TO BE REOMOVED AND REPLACED. 16. EXISTING ASPHALT ROOFING TO BE REMOV VED AND REPLACED. 17. EXISTING BRICK CHIMNEY TO BE REMOVED. 18. EXISTING WOOD CORBELS TO BE REMOVED. 19. EXISTING WOOD GARAGE DOOR TO BE REMOVED. 20. NEW SOLID WOOD DOOR WITH SPEAKEASY. Geurse Conceptual Desi6ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: i6eurse@gmail.com SIGNATURE BOX NAME JESSE GEURSE DATE FEBRUARY 4, 2021 ' CITY OF NO: 22228111,URLJNGAME BUSINESS , EXPIRATION DATE 06/30/E� GEURS� CON�FI'T[�AL DESIGNS, INC. CITY /\ 13-22-2022 I JFG I PLANNING DEPARTMENT SUBMISSION I I NO I DATE BY DESCRIPTION I 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 ALTERATIONS TO THE RESIDENCE for MR. and MRS. GORSKI 34 DWIGHT ROAD BURLINGAME, CALIFORNIA 94010 DATE 2109 JOB NO. DRAWN JIG BY: DRAWING TITLE EXTERIOR ELEVATIONS ENGINEE.R I DRAWING NO. AART ASSINK AS -BUILT - FRONT ELEVATION (WEST) SCALE 1/4"=1'-0" REVIEWED J BY: PG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.4 ELEVATION -KEYNOTES A B C(:D E F PROPOSED-RIGHTSIDE ELEVATION (SOUTH) A B C(:D E F SCALE 1/4"=1'r0" 1. ASPHALT SHINGLES: MANUFACTURER: GAF, —STYLE: TIMBERLINE ULTRA HD SHINGLES - COLOR TBD CLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 - LAYER OF BITUTHANE. UNDER UNDERLAYMENT FOR ALL ROOF WITH 242 SLOPE AND LESS CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE CONSULT OWNER AND ARCHITECT IF DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. 2. NEW CEMENT PLASTER FINISH OVER LATH OVER TYVEX OVER PLYWOOD TEXTURE MATCH EXISTING COLOR TBD 3. NEW LIMESTONE DOOR AND WINDOW CASING MANUFACTURER: TBD COLOR TBD 4. DOOR AND WINDOW MANUFACTURER: MARVIN MATERIAL: ALUMINUM CLAD EXTERIOR STYLE TRADITIONAL COLOR TBD SIMULATED TRUE DIVIDED LTTES 6. DECORATIVE +42" WOOD GUARDRAIL MANUFACTURER: TURNCRAFT OR EQUAL MATERIAL: WOOD STYLE TRADITIONAL 7. DECORATIVE WOOD CORBEL SIZE: 6X8 8. EXISTING 2X WOOD FACIA BOARD 9. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL 10. NEW GUTTERS AND DOWNSPOUTS. TYP -GUTTER SIZE 5" DECORATIVE O.G. DOWNSPOUT:4" ROUND 11. NEWSOLID ALUMINUM CLAD GARAGE DOOR DESIGN PER ELEVATION 12. NEW ENTRY STEPS 13. +42" WROUGHT IRON GUARDRAIL 14. EXISTING CEMENT PLASTER FINISH 15. EXISTING WOOD WINDOWS SINGLE PANE TO BE REOMVVED AND REPLACED. 16. EXISTING ASPHALT ROOFING TO BE REMOVVED AND REPLACED. 17. EXISTING BRICK CHIMNEY TO BE REMOVED. I& EXISTING WOOD CORBELS TO BE REMOVED. 19. EXISTING WOOD GARAGE DOOR TO BE REMOVED. 20. NEW SOLID WOOD DOOR WITH SPEAKEASY. 21. DECORATIVE RECESSED NICHE TYP. Geurse Conceptual Desi8ns, Inc. 405 bagswater ave. Burlingame, california 94010 tel:650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAME JESSE GEURSE DATE FEBRUARY 4, 2021 CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE 06, CITY O 1' U U INC. /\ 1 3-22-2022 I JFG I PLANNING DEPARTMENT SUBMISSION I I NO. I DATE BY DESCRIPTION I 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 ALTERATIONS TO THE RESIDENCE for MR. and MRS. GORSKI 34 DWIGHT ROAD BURLINGAME, CALIFORNIA 94010 DATE 2109 JOB NO. — DRAWN JIG BY: DRAWING TTTLE EXTERIOR ELEVATIONS ENGINEER I DRAWINGNO. AART ASSM EXISTING RESIDENCE AS�BUILT -RIGHTSIDE ELEVATION (SOUTH) SCALE 1/4"=1'-0" SCALE AS SHOWN RELEASED TO CONSTRUCTION A.5 ELEVATION -KEYNOTES Lim 1 2 3 4 1. ASPHALT SHINGLES: -MANUFACTURER:GAF, Geurse Conceptual Dosi8ns, hic. -STYLETIMBERLINE ULTRA HD SHINGLES - COLOR TBD CLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 - LAYER OF BITUTHANE UNDER UNDERLAYMENT FOR ALL ROOF 405 bagswater ave. WITH 2.12 SLOPE AND LESS Burlingame, California 94010 CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF tel: 650.703.6197 SHINGLES ON A 2:12 ROOF SLOPE CONSULT OWNER AND ARCHITECT IF email: jgeurse@gmail.com � DIFFERENT FROM ABOVE PRIOR TO INSTALLATION.=A& 30'-0" MAX OVERALL RIDGE HEIGHT ABOVE AT.C. =53.15F 2. NEW CEMENT PLASTER FINISH OVER LATH OVER TYVEX OVER SIGNATURE BOX: PLYWOOD NAME JESSE GEURSE / TEXTURE MATCH EXISTING DATE- FEBRUARY 4, 2021 ' E OVERALL RIDGE HEIGHT = 50.44' / COLOR TBD / 3. NEW LIMESTONE DOOR AND WINDOW CASING CITY OF BURLINGAME BUSINESS LIC : GEURS CO AL DESIGNS, INC. / MANUFACTURER: TBD NO 22811, EXPIRATION DATE 06/30/ 022 / 12 COLOR TBD (E) 8' 4. DOOR AND WINDOW MANUFACTURER: MARVIN 1 MATERIAL: ALUMINUM CLAD EXTERIOR / STYLE TRADITIONAL -SIMULATED TRUE DIVIDED LTTES / 12 ^ \ 6. DECORATIVE +42" WOOD GUARDRAIL � � � � � � � \ -MANUFACTURER: TURNCRAFT OR EQUAL / \ / \ \ � � � MATERIAL: WOOD / STYLE TRADITIONAL • 7. DECORATIVE WOOD CORBEL / - - - - - - - - - - - - -Hill iiiii 1111111 11 1 11 Hill 11 Hill 11 1 — - -DBL. TOP PLATES -SIZE 6X8 8. EXISTING 2X WOOD FACIA BOARD DBL TOP PLA_ ' - - 2 9. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL 45 4 00 + 10. NEW GUTTERS AND DOWNSPOUTS. TYP. --GUTTER SIZE 5" DECORATIVE O.G. I 13 -DOWNSPOUT.-4" ROUND 4 I 9 11. NEWSOLID ALUMINUM CLAD GARAGE DOOR I I — (END SPLIT LEVEL FIN. FLR - DESIGN PER ELEVATION 12. NEW ENTRY STEPS • 7 13. +42" WROUGHT IRON GUARDRAIL pI + 14. EXISTING CEMENT PLASTER FINISH B U R L I N G A M E E 1S FIN. FLR 27.91' - - I E 1ST LEVEL FIN. FLR 27.91, 15. EXISTING WOOD WINDOWS SINGLE PANE TO BE I REOMOVED AND REPLACED. � 16. EXISTING ASPI-TACT ROOFING TO BE REMOVVED AND I REPLACED. �1 ar + E AT.C. 23.15tih(E) AN.G. 2330' I I + (E) SLAB FIN. FLR 17. EXISTING BRICK CHIMNEY TO BE REMOVED. I& EXISTING WOOD CORBELS TO BE REMOVED. 19. EXISTING WOOD GARAGE DOOR TO BE REMOVED. • " • - (E) AN.G. 22.80' 20. NEW SOLID WOOD DOOR WITH SPEAKEASY. NEW REAR ADDITION 21. DECORATIVE RECESSED NICHE TYP. PROPOSED -REAR ELEVATION (EAST) SCALE 1/4"=l'_0" 1 2 3 4 0 � 0 0 0 0 / 0 / 12 LLLLL 12 / (E) 8 v LLLU /LLLILI j I I I I I I I I 3-22-2022 JFG PLANNING DEPARTMENT SUBMISSION NO. DATE BY DESCRIPTION CONST. j\ I I I I REVISIONS I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE I I I I I I I THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH l i ❑ I I I ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER OI I I I I I I I PROJECTNAME ALTERATIONS TO THE RESIDENCE I for MR. and MRS. GORSKI ' 54 DWIGHT ROAD I I I I BURLINGAME, CALIFORNIA 94010 DRAWINGTTTLE I I I I I I I I I I EXTERIOR ELEVATIONS DATE ENGINEER DRAWING NO. EXISTING RESIDENCE 2109 AART ASSINK JOB NO. SCALE AS SHOWN A.6 DRAWN JFG BY: RETIE JFG RFI_LkSED TO CONSTRUCTION AS -BUILT - REAR ELEVATION (EAST) SCALE 1/4"=1'�0° BY: ELEVATION -KEYNOTES F E D C B A 1. ASPHALT SHERG -MANUFACTURERGAF, Geurse Conceptual Desi8ns, Inc. STYLE TIMBERLINE ULTRA HD SHINGLES -COLORTBD CLASS B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. USE 1 LAYER OF BITUTHANE. UNDER UNDERLAYMENT FOR ALL ROOF 405 bay swater ave. WITH 2:12 SLOPE AND LESS Burlingame, california 94010 16 CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF tel: 650.703.6197 SHINGLES ON A 2.12 ROOF SLOPE CONSULT OWNER AND ARCHITECT IF email: jgeurse@gmail.com DIFFERENT FROM ABOVE PRIOR TO INSTALLATION. 2. NEW CEMENT PLASTER FINISH OVER LATH OVER TYVEX OVER SIGNATURE BOX: PLYWOOD NAME JESSE GEURSE TEXTURE MATCH EXISTING COLOR TBD DATE FEBRUARY 4, 2021 ' (:a giQ EURS CO AL DESIGNS, INC. CITY OF BURLINGAME BUSINESS LIC �22 3. NEW LIMESTONE DOOR AND WINDOW CASING MANUFACTURER TBD NO 22811, EXPIRATION DATE 06/30/ -COLORTBD 4. DOOR AND WINDOW -MANUFACTURER MARVIN MATERIAL: ALUMINUM CLAD EXTERIOR STYLE TRADITIONAL COLOR TBD SIMULATED TRUE DIVIDED LITES ^\ 6. DECORATIVE +42"WOOD GUARDRAIL � �� � � �� � MANUFACTURER TURNCRAFT OR EQUAL LJ I MATERIAL: WOOD iiLLIULLI � � � \� I � _ _ _ _ _ _ � STYLE TRADITIONAL / \ \ I 7. DECORATIVE WOOD CORBEL SIZE 6X8 b 1I L — I I I I I II 8. EXISTING 2X WOOD FACIA BOARD I II I I 9. WOOD BASE WATER TABLE AT WALL TO FOUNDATION INTERSECTION. TYPICAL 10. NEW GUTTERS AND DOWNSPOUTS. TYP. I II I I GUTTER SIZE: 5" DECORATIVE O.G. -DOWNSPOUT:4" ROUND I II I I j 11. NEWSOLID ALUMINUM CLAD GARAGE DOOR II DESIGN PER ELEVATION b II - I 12. NEW ENTRY STEPS • II I I 13. +42" WROUGHT IRON GUARDRAIL j 11 14. EXISTING CEMENT PLASTER FINISH B U R L I N G A M E I II 15. EXISTING WOOD WINDOWS SINGLE PANE TO BE C A L I P O R N 1 A - REOMOVED AND REPLACED. 16. EXISTING ASPHALT ROOFING TO BE REMOVVED AND REPLACED. j 11 17. EXISTING BRICK CFIIMNEY TO BE REMOVED. 11 I I 18. EXISTING WOOD CORBELS TO BE REMOVED. " • - 19. EXISTING WOOD GARAGE DOOR TO BE REMOVED. 20. NEW SOLID WOOD DOOR WITH SPEAKEASY. REAR ADDITION EXISTING RESIDENCE 21. DECORATIVE RECESSED NICHE TYP. PROPOSED-LEFTSIDE ELEVATION (NORTH) SCALE 1/4"=1'_0" F E D C B A 0 0 0 0 0 0 - 0 0 LLLL 0 hi 1 1111 11 1 1 HI / I I1111 I I I 3-22-2022 JFG PLANNING DEPARTMENT SUBMISSION NO. DATE BY DESCRIPTION CONST. I I I REVISIONS I I I I I I I I I I I I I I I I I I 4 ��� I I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING NORTH ACTIVITIES, ERRORS, OMMISSIONS F= OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY I I I I I I BE REPORTED TO THE DESIGNER I I I I I I PROJECT NAME I I I ALTERATIONS TO THE RESIDENCE 11 MR and MRr GORSKI 34 DWIGHT ROAD BURLINGAME, CALIFORNIA 94010 DRAWING TITLE I I II I I EXTERIOR ELEVATIONS DATE ENGINEER. DRAWING NO. EXISTING RESIDENCE 2109 AART ASSIINK JOB NO. SCALE AS SHOWN A.7 DRAWN JFG BY. REVIEWED JFG RELEASED TO CONSTRUCTION AS -BUILT - LEFTSIDE ELEVATION (NORTH) SCALE 1/4"=1'�0" BY: ROOF PLAN KEYNOTES Lim 1. RE -ROOF ENTIRE ROOF W/ ASPHALT ROOFING -CLASS: B' —MANUFACTURERGAF,TIMBERLINE Geurse Conceptual Dosi8ns, hic. PRODUCT: HDZ BARKWOOD LAMINATED HIGH DEFINITION ASPHALT ,4 SHINGLES STYLE HIGH DIMENSIONAL COLOR: TBD 405 bagswater ave. Burlin8ame, california 94010 2. NEW GUTTER AND DOWNSPOUT tel: 650.703.6197 GUTTER SIZE 5" O.G. email: j8eurse@8mail.com DOWNSPOUT: 4" DIA. CONNECT NEW DOWNSPOUT TO BOOT AND 1" GAP AND TIE INTO NEW SIGNATURE BOX: DRAINAGE SYSTEM TO DRY WELL PER SITE PLAN SHEET SP.1 NAME JESSE GEURSE DATE FEBRUARY 4, 2021 ' 1 3. CLASS 'B' RATING O/ 2 LAYER SBS MODIFIED UNDERLAYMENT. 1 USE 1 - LAYER OF BITUTHANE UNDER UNDERLAYMENT FOR ALL ROOF CAL DESIGNS, INC. CITY OF BURLINGAME BUSINESS LIC : G7syo WITH 2:12 SLOPE AND LESS No: 22811, EXPIRATION DATE 06/30/ 022 CONSULT MANUFACTURER OF ASPHALT SHINGLE FOR INSTALLATION OF SHINGLES ON A 2:12 ROOF SLOPE I 4. ROOF EAVES SHALL NOT PROJECT WITHIN TWO FEET OF THE PROPERTY LINE 2019 CRC § TABLE R302.1(1) OR 2019 CBC TABLE 705.2 3 O2 5. LINE OF WALL BELOW SAVE AND RAKE I 7. GALVANIZED DECORATIVE SQUARE LOW PROFILE GRAVITY ATTIC VENTILATORS: F FINISH: PRIME. AND PAINT TO MATCH ROOF — — — — — — — — — — — 2 T wl 81 I _(N)812 SLOPE (N)8:12— �I a SLOPE 10 w U zl z ♦ 1 SLOPE z (N) PITCH BREAK (N)8:12 ♦ C BURLINGAME SLOPE .610 CD) c A L I F o R N I A 2 �rYr SLOPE — •- ■ 0842 5 SLOPE z z 4 �\ J 0842 v SLOPE — i ao Ip w a / / \ \ (N� SKYUGHT (N) PITCH (E) RIDGE �REAK ��'" T 1 I Ala w 4 0 _ (E) 8 :12 ♦ Q 0 SLOPE T 101 w Iv, I 1 0 � �1 0842 SLOPE — w c.� Q w � w I �\ (N) 8 :12 (N) 8 :12 — 3-22-2022 (E) 8 :12 I U SLOPE z SLOPE ♦� U \ JFG PLANNING DEPARTMENT SUBMISSION NO. DATE BY DESCRIPTION CONST. SLOPE I \ 2 z B — — — — — — — — — REVISIONS 2 A 4 ��� IT IS THE RESPONSIBILITY OF THE \ CONTRACTOR TO VERIFY ALL \ 2 THHEEM L \ WITH THEONS CONSTTRRUCTION� — \ DOCUMENTS BEFORE COMMENCING NORTI� w ACIlVMES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER _ (E) 8 :12 ♦ w PROJECT NAME SLOPE ALTERATIONS TO THE RESIDENCE A — — — — — — 2 — — - — — — — — — — — 2 for MR. and MRS. GORSKI 34 DWIGHT ROAD BURLINGAME, CALIFORNIA 94010 DRAWING TTTL.E ROOF PLAN DATE ENGINEER DRAWING NO. 3 2 2109 AART ASSINK JOB NO. SCALE AS SHOWN A.3 DRAWN MG BY: RELEASED TO ROOF PLAN viFwED JFG B CONSTRUCTION SCALE 1/4"=1'r0" 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.1710, 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) SFIALL 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 FIOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M. FOR ALL ACTIVITIES (INCLUDING HAULING). 80. 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 FIAVE CITY PERMIT. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET 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 INCHES 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. PUBLIC WORKS CONDITIONS OF APPROVAL LANDS OF GEURSE i -- -- -- --- i i LANDS OF OFLAHERTY LOTS 409 BAYSWATFRAVENUE APN:029-301-030 23.0 I E) PLANTER r 22.9 M _v19 23.3 LANDS OF BELLUOMINI LOT6 37 STANLEY ROAD APN:029-301-060 N 41°26'52" W 50.075' x ?3 I I I I I I I 23.0 (E) CONCRETE PATIO W/ Lj POOL & PLANTERS + 28 I 19 I I I I I I 23.1 x 2� 235 LANDSOFSHI LOT7 33 STANLEYROAD APN:029-301-240 I I wi ssrerue 7-3-1/2" i i 17 S.B. TO (E) GROUND + (N MAIN LVL 3 21 LANDS OF LINGHU LOT2 411 BAYSWATER AVENUE PW.2 I 2 1 I 3-8 PW.2 APN: 029-301-020 7'-3-1/2" I 22.7 I x S S.B. TO .B. TO (E) GROUND + - DOOR � - (E) MAIN LVL (E) MAIN L I I F.F. 23.15 I I 1 LANDS OF COLONE A.N.G.=22.80' 19 I I AN.G.=23.30' LOT 23 I 30DWIGHTROAD S I n APN:029-301-220 0 w 2 I Ig S.B. TO z I J J (E) (E) MAIN LVL I / - J�iz BAYWINDOW Y-0" r-- S.B. TO 25 I r I (E) MAIN LVL GIORSKI RESIDENCE I I LANDS OF GORSKI o I LOT 24 34 DWIGHT ROAD 5,833.6± SQ. FT. 0 I APN:029-301-230 19 I 4'-0' S.B. TO (N) MAIN LVL 20 I _ 7, 5„ S.B. TO (E) GROUND + I I -2780 (E) MAIN LVL I PW.1 LANDSOFFURR J DOOR I LOT 1 (E) F.F.27.91 /� I _ ^ mD£" 38DWIGHTROAD 3 21 1 22.8 11 O / \ 6'_0" APN:029-301-010 / .1 ♦ I 34 2z.1 I S.B. TO 3. / (E) 1ST + (E) 2ND 12 ► i STORY I I 1 , a 34 y HDN O wv7 U ) p DH -23.6 r_ - 23 1 I' 35 (E) AY 22.9 s ITNUON 5 I U I I xerFxnoN 22 (,V uo w \ O ,IMDN 11DN L I _ i _ i _ a. . _ . _ . _ PW.2 + p + 34 't 19 / ♦ I (1-) LAWN & I 23.6 F. 1 I/ (N) WALK I � PLANTER 19 N.G. =22.60' _ _ _ _ N.G.=23.40' N 41 22" W 50.075' 35 1 (E) CONCRETEDRIVEWAY 10 ♦ ' . 26 x911) SS-2 22. 22 PWI 5 14 2 13 , (E) CONCRETE SIDEWALK 6 (E) PLANTER W�//TTRREEE�--� (E)PLANTERN (E) Dom, • ©� 2� N 4 997 V' 1 (E) MANTE T.C. 22.80' / �_�\ 22.8 I A.T.C.=23.15' / 225 22.6 27 j ALL DAMAGED SIDEWALK CURB, • J • DURING CONSTRUCTION THE INSPECTION BY THE CITY PUBLIC WORKS INSPECTOR WILL DETERMINE THE LIMITS OF THE REPAIRS POST -CONSTRUCTION. DWIGHTROAD 60' WIDE RIGHT-OF-WAY SITE PLAN \ tt 23.7 50.075' 235 U� � C7 >- -PC �b SCALE 1/8"=1'-0" SITE PLAN KEYNOTES 1. LINE OF EXISTING RESIDENCE. 2. EXISTING CITY STREET TREE 3. DOWNSPOUT. TYP. TIE INTO ONSITE DRAINAGE SYSTEM SEE ROOF PLAN. 4. LOCATION OF EXISTING WATER METER CHANGE METER AND SIZE IN ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND PER CITY OF BURLINGAMES PUBLIC WORKS AND FIRE DEPARTMENT REQUIREMENTS. MN. 1" METER 5. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER. OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED IN CITY RIGFIT AWAY. 6. EXISTING MAIN LATERAL FROM METER TO RESIDENCE UPGRADE AS REQUIRED BY FIRE PROTECTION CALCULATIONS 7. NEW LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. 8. NEW LOCATION FOR FIRE RISER FOR FIRE PROTECTION. COORDINATE WITH DESIGN BUILD/ ME PROTECTION COMPANY FOR ALL NECESSARY MAIN WATERLINE FROM CITY METER REFER TO APPROVED FIRE PROTECTION PLANS SEE SHEET PW.1 9. LOCATION OF (E) ELECTRICAL PANEL AND METER UPGRADE TO MIN. 200 AMP. PER PG&E REQUIREMENTS. 10. LOCATION OF NEW GAS METER PER PG&E REQUIREMENTS. 11. LOCATION OF (E) ELECTRICAL VEHICLE CHARGING STATION. INSTALL ALL ELECTRICAL PER MANUFACTURERS REQUIREMENTS AND CALGREEN 4.106.4.2.3 FOR DETAILS REGARDING 208/240- VOLT RACEWAY, CABINET, AND 40-AMPERE OVERCURRENT DETAILS. 1) TFIE SERVICE PANEL OR SUB -PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS' EV CAPABLE". 2) THE RACEWAY TERMINATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE'. 2019 CGC §4.106.4 12. LOCATION OF NEW BUILDING ADDRESS. NUMBERS ARE TO BE A MINIMUM OF ONE-HALF INCH STROKE BY TWO AND ONE-HALF INCHES HIGH, AND ARE EXTERNALLY ILLUMINATED BY LANDSCAPE FLOOD CONTROLLED BY SENSOR INSTALL PER BURLINGAME CODE 18.08.050. -ADU ADDRESS WILL BEAN ALPHANUMERIC NUMBER WITH THE LETTER'A' AFTER THE MAIN DWELLING NUMBER. I. IF THE ADU IS ATTACHED TO THE MAIN DWELLING UNIT, THE ADDRESS NUMBER AND ADU NUMBER SHALL BE VISIBLE FROM THEFRONT OFTHE I-IOUSE ACCESS TO THE ADU FRONT DOOR SHALL ALSO BE LABELED WITH THE ADDRESS NUMBER II. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. 13. EXISTING SANITARY SEWER CLEAN OUT PER PUBLIC WORKS. SEE GENERAL NOTES THIS SF UT. SHT.PW.1 14. (1) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL ANEW 4" LATERAL, (2) ALL WATERLINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (3) ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. 15. 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. 16. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY, THIS INCLUDES ALL EXISTING AND NEW, SUCH AS BUT NOT LIMITED TO, WALL, FENCE, RAILING, AND MAILBOX SHOW ON SITE PLAN, DIMENSION FROM PROPERTY LINE TO FACE OF CURB. 17. NEW LANDING AND STEPS. 18. NOT USED 19. EXISTING DIRECTION OF SITE DRAINAGE WITH POSITIVE FLOW TO STREET FRONTAGE AND STORM DRAIN. 20. NEW PERIMETER ONSFIT 4" DRAINAGE AROUND ENTIRE STRUCTURES WITH POSITIVE FLOW AND DAYLIGHTED OUT THROUGH CATCH BASIN BOX AND TFIROUGH EXISTING CURB PER PUBLIC WORKS STANDARD DETAILS ON SHEET PW.1 21. TIEALLNEW ROOF DOWNSPOUTAND BOOTFIWITH 2" GAP MIN. FROM BOOT TO DOWNSOUT AND TIE TO ONSITE DRAINAGE LINE TO RETENTION WELL. SEE ROOF PLAN SHEET A2 FOR DOWNSPOUT LOCATION TYP. 22.3'-0" X 16'-6" X 4'-0"DEEP STORMWATER RETENTION WELL SEE DETAIL. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS 23. NEW 24" MIN. BOX CREPE MYRTLE TREE 24. AREA OF SINGLE STORY ADDITION SHOWN SHADED 25. AREA OF EXISTING SECOND STORY. SHOWN HATCHED 26. PROVIDE FIBER ROLL/WATTLE AT FRONT OF PROPERTY FOR MANAGEMENT OF STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO BMP.1 FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING CONSTRUCTION. PROTECTION OF CREEK OR STORM DRAIN INLETS, PERIMETER CONTROLS, PROTECTIONS FOR CONSTRUCTION ACCESS POINTS, AND SEDIMENT CONTROL MEASURES. 27. PROVIDE RIP RAP AT ALL GUTTER CATCH BASINS AND ALL AREAS ADJACENT III T TO NEIGHBORING PROPERTIES. ALL MEASURES TO BE IN ACCORDANCE TO BMP.1 28. EXISTING WOOD FENCE TO REMAIN 29. EXISTING LANDSCAPE / PAVING TO REMAIN AS IS. 30. EXISTING COVERED PATIO TO BE DEMOLISHED /REMOVED. SHOWN DASHED. 31. AREA OF MAIN LEVEL ADDITION SHOWN HATCHED. 32. AREA OF GROUND LEVEL ADDITION SHOWN SHADED. 33. IF DEEMED REQUIRED BY CITY PUBLIC WORKS INSPECTOR THE REPLACEMENT MAY BE REQUIRED. EXISTING TO REMAIN. ALL DAMAGED SIDEWALK, CURB, AND GUTTER DURING CONSTRUCTION WILL BE REPAIRED. AN INSPECTION BY THE CITY PUBLIC WORKS INSPECTOR WILL DETERMINE THE LIMITS OF THE REPAIRS POST -CONSTRUCTION. 34. NEW ENGLISH BOX WOOD 1 GAL. SPACED AT 16" O.C. 35. ROYAL PURPLE SMOKE BUSH 1 GAL. Curse Conceptual Desi8ns, Inc. 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 email: j8eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE DATE FEBRUARY 4, 2021 • ' CITY OF BURLINGAME BUSINESS LIC : GE CO AL DESIGNS, INC. NC2 22811, EXPIRATION DATE 06/30/ 22 rCITY 106�( 1:111_0m� s I I U 3-22-20W I JFG I PLANNING DEPARTMENT SUBMISSION NO. I DATE BY DESCRIPTION CONST. REVISIONS D 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 ALTERATIONS TO THE RESIDENCE for MR. and MRS. GORSKI 34 DWIGHT ROAD BURLINGAME, CALIFORNIA 94010 DRAWING TITLE SITE PLAN ATE ENGINEER DRAWING NO 2109 AART ASSINK JOB NO. SCALE: AS SHOWN DRAWN JIG BY. RELEASED TO REVIEWED CONSTRUCTION BY: JFG SPA