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HomeMy WebLinkAboutReso - PC - 2021.06.28 - 7BDocuSiqn Enrelope lD.' 7'l 44276C-21 6E*4AF9-ACA5-1A01 E30AB5DE RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 5O.I PRIMROSE ROAD BURLINGAME, CA 94010 1:19 pm 12t06t21 Rl Fee: NO FEE Count of paqes 4 Recorded in Officlal Records County of San Mateo Mark Church flilUr ilfl tqrntttfitilfl il{ ilfl ll[Uiil[ ilU rq r ryrl 2021-166656 Resolution No. 2021-06.28-7b 1235 PALOMA AVENUE 026-095-060 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect copy of the document it purports to be, the original of which is on file in my office. October 2021 ITY dUItlg Date: Kevin Gardiner, AICP, Community Development RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESTGN 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 new. two-story sinqle familv dwellinq and detached qaraqe at 1235 Paloma Avenue, Zoned R-1, Chunq Lee, propertv owner. APN: 026-095-060; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on June 28th.2021, 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 Section 15303 (a), which states that construction of a limited number of new, small facilities or structures including one single family residence or a second dwelling unit in a residential zone is exempt from environmental review. ln urbanized areas, up to three single-family residences maybe constructed or converted under this exemption, is hereby approved. 2.Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review are set forth in the staff report, minutes, and recording of said meeting. 1 3. lt is further directed that a certified copy of this reso the County of San Mateo. n e official records of l, R.LnfltOS , 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 28th dav of June, 2021 by the following vote: 1235 PALOmAAVE - RESO 2021{16.28-7b AYES: COilAROTO, LARIOSi, LOffiS, SCHMID, TERROI{ES NOES: NONE ABSENT GAUL,TSE RECUSED: NONE J EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 1235 Paloma Avenue Effective July 8, 2021 Page 1 2 that the project shall be built as shown on the plans submitted to the Planning Division date stamped May 27,202'1, sheets A.1 through A.4, 4.6, A.7, RC.1, L.1 and sheet A.5 date stamped June 15,2021; 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 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 Buitding permit is issued; that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; 7 o 3. 4. 5. 6. 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; 8 EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review {235 Paloma Avenue Effective July 8, 2021 Page 2 THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 11.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; 12.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 submitted to the Building Division before the final framing inspection shall be scheduled; that prior to scheduling the roof deck Inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 14 13. 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. Of 1 , r� ELASHTOMERIC SHEET WATERPROOFING EXTED AS NOTED SLOPE METAL FLASHING WITH DRIP EXTEND 4" MIN ABOVE CEDAR WOOD TRIM PER ELEVATION WINDOW FRAME WINDOW FRAME SEALANT WOOD TRIM PER ELEVATION ELASHTOMERIC SHEET WATERPROOFING EXTED AS NOTED HEAD SILL TYP. HEAD + SILL DETAIL SCALE:1"=1'—On GYP. BD, HEADER PER PLAN DBL 2x SILL 2x BLOCKING OMIT AT PLYWD.SHEARWALL GYP. BD. 30'-0" MAXIMUM HEIGHT LIMIT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WOOD SIDING 6" TOP OF 141-1 MAIN EL141-1 . a LEGEND EE = EMERGENCI' EGRESS 12" EAVE, TYP. 12" WOOD BAND REVISIONS BY P5%19/211 OI PU W o O� a 00 00 U O� ►v- r Q �DP4 o QUA 0 3 rr1 p a� U �:D t U W Q C x 3 U cd -� o N CJU n�. O •� N 3un O U t; 110 ul A oWD o Cq,c> L cc3 OU W O w0� o DATE: 02/08/21 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A.4 OF SHEETS TOP OF RIDGE J� TO PLATE 141-1 i U P R FLOOR jk PLATE LEVEL MAIN FLOOR EL. +23.50 / .. I I V-111T-1 �Ivn I I lip I uI�L, �w WATTS MAX. REAR ELEVATION SCALE: 1/4"=1'-0" ✓^T\Mrm GI IIAI/_I =G 1111. ii n--.—. —i— III� CI�IAIf_ /_II BARN SIDING, EXPOSURE, T1'P. T1'P, LEFT ELEVATION SCALE: 1/4"=1'-0" SLIDING I DOORS COLUMN, TYF. LEGEND EE - EMERGENCI' EGRESS REVISIONS BY 5 NG PC /19/211 0 PU PLNG 6/15/211 0 PU W o C� 00 00 U O� W �Q Q �D0 o 0 I 3 C10 8 o � r� (8' 22 Q A U W Q �:D03 C x 3 y U -� o N O t; U 110 ul A o o ; t) 3 cc3 W O O WOE Fn� o � M� DATE: 02/08/21 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A05 OF SHEETS MAIN FLOOR EL. +2350 TOP OF RIDGE PLATE LEVEL MAIN FLOOR EL. +2350 16'-O" MAXIMUM HEIGHT LIMIT ------------------------------------------- COMP. SHINGLES SIMULATED TRUE ROOF, TYP, DIVIDED CASEMENT WINDOW W/ WOOD TRIM, WOOD TYP. ROOF PITCH DUAL GLAZING O U OUTRIGGERS, TYP. 4 12 TOP OF RIDGE IMF Ix3 VERTICAL BARN SIDING, _ TYP. I � PLATE LEVEL z © 1235- 2'-2" (E) SIDE SETBACK - \Lu- cs� � x LLL LLLJ � MAIN FLOOR r6 EL. +2350 2320 2320 STAINED WOOD LIGHT FIXTURE, 40 ADDRESS, (E) 8 (N) GRADE WOOD ENTRY GARAGE DOOR WATTS MAX. LIGHTED DOOR FRONT ELEVATION SCALE: 1/4"=1'-0" 16'-0" MAXIMUM HEIGHT LIMIT I REAR ELEVATION SCALE: 1/4"=1'-0" PLATE LEVEL MAIN FLOOR EL. +2350 2'-0" (E) REA SETBACK 16'-0" MAXIMUM HEIGHT LIMIT WINDOW W/ WOOD TRIM, DUAL GLAZING LEFT SIDE ELEVATION SCALE: 1/4"=1'-0" 1(o'-0" MAXIMUM HEIGHT LIMIT ------------------- i:H rl,)M= C,L11AI/ I CC, LEFT SIDE ELEVATION SCALE: 1/4"=1'-0" LEGEND EE EMERGENCY EGRESS NOTES FOR ACCE&5ORY DWELLING UNIT (ADU): I. PLEASE BE AWARE THAT THE SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING UNIT SHALL BE CONNECTED TO THE EXISTING LATERAL ON PRIVATE PROPERTY SIDE PER MUNICIPAL CODE 1528.050, NO SUBLATERAL TO THE MAIN SEWER IS PERMITTED. 2. A SEPARATE ADDRESS TO THE ADU IS REQUIRED, PLEASE COMPLETE THE APPLICATION FORM 9 http://wwwburlingame.cee/documents center/publicio20works/permits/STADDRES.pdf AND REMIT PAYMENT TO THE PUBLIC WORKS DEPARTMENT FOR PROCESSING. THE ADU ADDRESS WILL BE AN ALPHA NUMERIC NUMBERWITH LETTER 'A' AFTER THE MAIN DWELLING NUMBER 3, IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE ADU NUMBER SHALL BE DISPLAYED SEPARATE FROM THE MAIN DWELLING UNIT ON EITHER A SECONDARY MAILBOX, GATE, OR NON-MOVABLESTRUCTURE VISIBLE FROM THE STREET FRONTAGE AT THE PROPERTY LINE, AS WELL AS ON THE FRONT ENTRANCE OF THE ADU, 4. A DETACHED ADU MUST HAVE A DEFINE AND VISIBLE PATHWAY LEADING TO THE ADU WITH PROPER ILLUMINATION. 5. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL BE PER THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. REVISIONS BY PPC 5%19/211 0 PU u 4 W o u H� O cn cn c) �C 00 00 QUA Z o� 3 bA O O a�i Q �Qun • v] c.> O cc3 O �z -C �:D Q O CIS 'O O 4 O O p •�, w O N o un cd c5 a.) A � � .o � CN3 F-' O "C C.D.C�3 W �W O � � O O w0� o DATE: 02/08/21 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A.6 OF SHEETS LEGEN® EE = EMERGENCY EGRESS TO OF I TYP, ROOF PITCH 5 12 ATTIC SPAC m7% TRUSS Y OTH S (R-3 INSUL ION RE UIRED TOP PLATE 0-) / TO BATH BEDROOM 02 O/CLOSE HALLWAY LA NQ TO BA MASTER'S BEDROOM 04 UFIPER FLOOR IV I JIII PLATE LEVEL I I LJ I MAIN FLOOR PORCH t0 DEN D t0 F OWDER OM KITCHEN EL. +23.50 =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 CRAWL SPACE CRAWL 5PACE 1=1 1=1 1=1 1=1 1=1 1=1 1=1I 1=1 1=1 1=1 11=1 1=1 1=1 11=1 1=1 1=1 1=1 1=1 1=1 1=1 1=111=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1I 1=1 �� �� ����� ui��� ui��� ������ 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 BUILDING SECTION A -A I SCALE: 1/4"=F-0" III MAXIMUM HEIGHT LIMIT E TOP OF RIDGE TYP. ROOF PITCH 4 12 ATTIC S AGE ^� *TRJ55 BY THER R-381 ULATIC REQUI D) PLATE LEVEL � r 2'-2" (E) SIDE C) SETBACK / C - i 111 C q a x \ 4 MAIN FLOOR CAR GARAGE O BATH KITCHEN/ LIVING/ DINING EDROO EL. +23.50 I— 232(D I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= I' -1 III— I' I III I' I III I' I III I' I III 23.20 1 11 11 11 11 1 11 1 1 _ 1 11 11 11 11 11 11 11 11 11 11 11 11 11 1 i 1 1 i III _ III III III III III III IIIIIIIII Hill IIIIII IIIii II _ II III III III III III III III III III III III III III III III III III _ 1 BUILDING SECTION B-B SCALE: 1/4"=F-0" REVISIONS BY PPC 5%19/211 0 PU W o u �Q 8 CA � Q�W cn �DP O 77U� oZ 44 0 0 3 >o o bA O 22 c> O d B r2 cc3 O �z S U w C�:D CIO .-> U •--• 03 72 N a3cn y A o un 5 C.3 � A o CN3 cq3 W �W O O O w0� o DATE: 02/08/21 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A07 OF SHEETS GENERAL NOTES - I. SEE LANDSCAPE PLAN FOR DETAIL INFORMATION 2_ MAXIMUM DRIVEWAY SLOPES SHALL NOT EXCEED FIFTEEN (15) PERCENT AT ANY POINT WITHOUT SPECIAL APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS± SLOPES IN EXCESS OF TWENTY (20) PERCENT SHALL REQUIRE APPROVAL OF THE PLANNING COMMISSION. TRANSITIONAL SLOPES ARE REQUIRED FOR DRIVEWAYS WHICH EXCEED TEN (10) PERCENT MAXIMUM SLOPE. NO TRANSITIONAL SLOPE SHALL EXTEND INTO A REQUIRED PARKING SPACE. 3- TOPOGRAPHY IS PREPARED BY - QUIET RIVER LAND SERVICES, INC. 6141 SIERRA COURT, SUITE K DUBLIN, CA 94568 TEL. (925) 134-6188 4• A DEMOLITION PERMIT IS REQUIRED FOR SIDEWALK, SEWER AND WATER REPLACEMENT 5. REQUIRED PROTECTIVE FENCING MUST BE INSTALLED AND INSPECTED PRIOR TO DEMO PERMIT ISSUE. 6. SEWER BACKFLOW PROTECTION CERTIFICATE IS REQUIRED PER ORDINANCE NO.1110. A DRAFT CERTIFICATION SHALL BE SUBMITTED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 1• THE SURVEYOR RECOMMENDS THE CITY VERIFY THAT THE PERTINENT RESIDENCES WERE USED IN THE CALCULATION. 8. GARAGE FOOTING SHALL NOT EXTEND INTO ONE FOOT SETBACK WITHOUT A LICENCED SURVEY AND FIELD STAKING REVIEWED BY INSPECTOR 9. NEW WATER METER SHALL NOT ON PRIVATE PROPERTY. IT MUCH BE LOCATED ON PUBLIC PROPERTY FOR ACCESS BY METER READER 10. NEW SEWER LINE WITH CLEANOUT FOR NEW HOUSE- CLEANOUT AT SEWER MAIN LINE TO BE IN PUBLIC EASEMENT FOR CITY ACCESS. II. CONTRACTOR SHALL ENSURE THE DOUBLE VALE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL. 12. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SIZE OF BUILDING, SEE UPC APPENDIX IIIA- MINIMUM 500 GPM REQUIRED. SEE TABLE NO. A-III-A-1. 13. MINIMUM I" WATER METER REQUIRED 14, IF BACKWATER PROTECTION IS REQUIRED, CONTRACTOR SHALL PROVIDE AN ISOMETRIC DIAGRAM OF THE BUILDING SEWER INCLUDING ALL BACKWATER VALVES, RELIEF VALVES, AND ANY SEWER INJECTION SYSTEM DETAILS. CITY OF BURLINGAME MUNICIPAL CODE ORDINANCE 1110. 15. PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINES. 16. PROVIDE A PRESSURE ABSORBING DEVICES OR APPROVED MECHANICAL DEVICES ARE REQUIRED ON WATER LINES, LOCATED AS CLOSE AS POSSIBLE TO QUICK ACTING VALVES, THAT WILL ABSORB HIGH PRESSURES RESULTING FROM QUICK CLOSING OF QUICK -ACTING VALVES. CPC SECTION609.10 PUBLIC WORK NOTES 4 CONDITIONS: I. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED: • REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE • PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 6" LATERAL. • ALL WATER LINE CONNECTIONS TO CITYWATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION. • ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT OF WAY, 2, THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER AN ENCROACHMENT PERMIT IS REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE CITY'S PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR CONNECTED TO THE SEWER MAINS. 3. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE No.1110, THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. 4, ALL WATER LINE 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. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITY'S RIGHT-OF-WAY. 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. 5_ A SURVEY BY A LICENSED SURVEYOR OR ENGINEER IS REQUIRED. THE SURVEY SHALL SHOW HOW THE PROPERTY LINES WERE DETERMINED AND THAT THE PROPERTY CORNERS WERE SET WITH SURVEYORS LICENSE NUMBERSON DURABLE MONUMENTS. THIS SURVEY SHALL BE ATTACHED TO THE CONSTRUCTION PLANS. ALL CORNERS NEED TO BE MAINTAINED OR REINSTALLED BEFORE THE BUILDING FINAL. ALL PROPERTY CORNERS SHALL BE MAINTAINED DURING CONSTRUCTION OR RE-ESTABLISHED AT THE END OF THE PROJECT. 6. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITY'S RIGHT-OF-WAY. 1. CONSTRUCTION AND BUILDING USE SHALL CONFORM TO CONDITIONS AS DESCRIBED BY PLANNING COMMISSION AND/OR CITY COUNCIL ACTIONS. 8. THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION- 9. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN. 11, NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT, BUILDING, OR PAVED AREAS SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO THE CITY'S SANITARY SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING REGARDLESS OF THE SLOPE OF THE PROPERTY." MUNICIPAL CODE SECTION 18-08-010 (1), • STORM WATER SHALL BE DRAINED THROUGH A CURB DRAIN OR TO THE STORM DRAINAGE SYSTEM. SEE CITY STANDARDS FOR CURB DRAIN DESIGN. • FLOOD ZONE 'C' REQUIRES FLOOD ZONE CONFIRMATION AND/OR PROTECTION OF HABITABLE SPACE. • PROVIDE ELEVATIONS TO CONFIRM DRAINAGE AND SITE DESIGN. 12, NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN. 13. IF POST -CONSTRUCTION IMPERVIOUS AREA IS GREATER THAN 40% OF TOTAL SIZE, MITIGATION OF THE ADDITIONAL STORM RUNOFF IN EXCESS OF 40% TOTAL LOT SIZE MUST BE ADDRESSED. PLEASE SHOW NOW THE POST -CONSTRUCTION DESIGN WILL ADDRESS THE ADDITIONAL STORMOFF, FIRE SPRINKLER DOMESTIC WATER MCV LEGEND: WM - WATER METER V - VALVE DCV - DOUBLE CHECK VALVE MCV - MAIN CONTROL VALVE BFD - BACK FLOW PREVENTION DEVICE -W- - WATER LINE 1-1/4"0 TYP. I. PROVIDE A BACFLOW PREVENTION DEVICE - U60 APPROVED DOUBLE CHECK VALVE ASSEMBLY. 2, CONTRACTOR SHALL ENSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR THE FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL- 3. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SIZE OF BUILDING, SEE UFC APPENDIX IIIA. 5CHEMIATIC WATER LATERAL LIN NOT TO SCALE DRAINAGE NOTES: RAINWATER COLLECTION ALL NEW ROOF RAINWATER SHALL BE COLLECTED BY MEANS OF GALVANIZED METAL GUTTERS, UNLESS NOTED OTHERWISE, LOCATED AT THE EAVES. PAINT TO MATCH COLOR SCHEME OF RESIDENCE. GUTTER SHALL LEAD TO 2" X 4" RECTANGULAR METAL DOWNSPOUTS OR DOWNSPOUTS TO MATCH EXISTING AND/OR COPPER RAINWATER LEADER DOWNSPOUTS SHALL TERMINATE BELOW GRADE TO A PERIMETER 4" DIAMETER ABS SOLID DRAINPIPE. RUN 4" DIAMETER (OR SIZE AS NOTED ON SITE PLAN) SOLID PIPE THROUGH FACE OF CURB SO THAT WATER WILL EMPTY INTO THE STREET GUTTER SYSTEM_ SLOPE ALL PIPES FOR ADEQUATE DRAINAGE. INSURE THAT THE LOCATION CHOSEN FOR THE PIPE TO GO THROUGH THE FACE OF CURB IS ADEQUATE TO CARRY THE WATER FROM THE SITE TO A CITY MAINTAINED WATER COLLECTION SYSTEM. IN SINGLE-FAMILY RESIDENCES THE WATER MAY FLOW TO THE STREET BY GRAVITY METHOD PROVIDED THERE IS SUFFICIENT GRADE TO INSURE FLOW TO THE STREET GUTTER AND THAT WATER DOES NOT FLOW ONTO ADJOINING PROPERTIES. SUMP PUMP MAY BE REQUIRED (SEE SITE PLAN) IF THE GRAVITY METHOD OF DRAINAGE CANNOT BE USED, PROVIDE A SUMP PUMP OF ADEQUATE SIZE TO CARRY ALL WATER THROUGH A 2" DIAMETER ABS PIPE THROUGH THE FACE OF THE CURB SO THAT THE WATER WILL EMPTY INTO THE GUTTER SYSTEM. INSURE THAT THE LOCATION CHOSEN FOR THE PIPE TO GO THROUGH THE FACE OF CURB IS ADEQUATE TO CARRY THE WATER FROM THE SITE TO A CITY MAINTAINED WATER COLLECTION SYSTEM. PROVIDE A BACKFLOW PREVENTER/DEVICE AT A LOCATION NEAR THE TERMINATION OF THE SOLID PIPE THROUGH THE FACE OF CURB AS REQUIRED TO PREVENT RAINWATER FROM THE GUTTER SYSTEM ENTERING THE SUMP PUMP SYSTEM. SUMP PUMP AT A MINIMUM SHALL BE A 1/4 HIP AUTOMATIC SUBMERSIBLE SUMP PUMP WITH PERFORMANCES AS LISTED BELOW (MINIMUM). INSTALL AS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. DISCHARGE FEET OF HEAD 5 10 15 PERFORMANCE (GALLONS PER HOUR) 2200 1620 660 SUMP PIT- INSTALL PUMP IN SUMP PIT (CATCH BASIN) WITH THE MINIMUM CLEARANCES AND DEPTHS AS PER MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS. FIRE NOTES CONTRACTOR SHALL OBTAIN SEPARATE FIRE SPRINKLER PERMIT FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 11-04.030 OF THE BURLINGAME MUNICIPAL CODE. THE MINIMUM SIZE SERVICE FOR FIRE SPRINKLER SYSTEM SHALL CONFORMS TO NFPA 13 OR 13R IS 2". FOR NFPA 13D SYSTEMS THE MINIMUM SIZE IS 1" FIRE SPRINKLER SHOP DRAWINGS ARE TO BE SUBMITTED DIRECTLY TO THE BURLINGAME FIRE DEPARTMENT AT 1399 ROLLINS ROAD, BURLINGAME ONLY AFTER FIRE SPRINKLER UNDERGROUNDS HAVE BEEN SUBMITTED TO THE BURLINGAME BUILDING DEPARTMENT. GREEN BUILDING NOTES: I. PROJECTS THAT DISTURB LESS THAN ONE ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. A BMP PAGE IS SUFFICIENT. 2- PLANS SHALL INDICATE HOW GRADING AND PAVING WILL PREVENT SURFACE WATER FLOWS FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER DRAINAGE PATH- 3, ELECTRIC VEHICLE (EV) CHARGING, PARKING SPACES: COMPLY WITH ALL RELEVANT SECTIONS. BUILDING NOTES: I. A STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED TO BE OBTAINED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THIS PROJECT FALLS UNDER THE CATEGORY OF A (TYP-U SINGLE - FAMILY HOUSING PROJECT. A (TYP-1) IS ANY ADDITION OF A 15T OR 2ND STORY ADDITION ON A LOT UP TO 10,000 SF, NOTE AN INITIAL FIELD INSPECTION IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY) 2. PUBLIC WORKS REQUIRE A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING ISSUED. OWNER TO CONTACT PRIOR TO BUILDING PERMIT ISSUANCE. 3. DEMOLITION OF A STRUCTURE REQUIRE THE OWNER TO OBTAIN A PERMIT FROM BAAQMD AND REQUIRE SIGN -OFFS FROM THE WATER, SEWER, AND PLANNING AND RECYCLING DEPARTMENTS. THE DEMOLITION PERMIT APPLICATION, AVAILABLE ON THE CITY OF BURLINGAME BUILDING DEPARTMENTS WEB SITE, WILL NEED NEED TO BE COMPLETED PRIOR TO BUILDING DEPARTMENT APPROVAL AND THE START OF WORK OWNER SHOULD CALL BAAQMD FOR QUESTIONS CONCERNING OBTAINING A PERMIT FROM THE BAY AREA QUALITY MANAGEMENT DISTRICT. 4. RECYCLING AND WASTE REDUCTION FORM WILL NEED TO BE SUBMITTED AND APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT. THE OWNER SHOULD CONTACT JOE MACLUSKEY RECYCLING SPECIALIST • 650-558-1213 STORM ATER NOTES: I PROJECTS THAT CREATE AND/OR REPLACE >2,500 SQUARE FEET TO <10000 SQUARE FEET OF IMERVIOUS SURFACE (E-G., NEW ROOF, DRIVEWAY, OR OTHER NON -PERVIOUS SURFACE) MUST COMPLY WITH THE SAN FRANCISCO BAY MUNICIPAL REGIONAL STORMWATER NPDES PERMIT. PLEASE SHOW ON PLANS WHICH SITE DESIGN ME,45URE(5) LISTED ON THE STORMWATER CHECKLIST FOR SMALL PROJECTS WILL BE INSTALLED TO MEET THIS REQUIREMENT. A COPY OF THE SMALL PROJECTS CHECKLIST IS ACCESSIBLE HERE: https://wwwbur in ameor/stormwaterdeve opment. DESIGN MEASURE: DIRECT ROOF RUNOFF ONTO VEGETATED AREAS USING A DISCONNECTED 1 DOWNSPOUT. TAE3LE NO- A-III-A-1 MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION 51JILDING5 FIRE AREA (square feet) FIRE FLOW (gallons FLOW DURA77019 X 0.0929 for m2 per minute (hours) Type I-F.R. II-F.R.1 Type II One-HR. Ill One-HR.1 Type IV-H.T. V-One-Hr.1 Type II-N II-N1 Type V-N1 x 3.785 for Urnin. 0-22,700 0-12,700 0-8,200 0-5,900 0-3,600 1,500 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4,800 1,750 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9.800 4,801-6,200 2,000 2 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 2,250 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,3W 2,750 70,901-83,700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,601-18,000 3,500 3 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 146,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 164,201-1;83,400 92,401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 183,401-203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 203,701-225.200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000 225,201-247,700 128,701-139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250 247,701-271,200 139,401-152,600 89,201-97,700 65,401-70,600 39,601-43,400 5,500 271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,401-47,400 5,750 295,901-Greater 166,601-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 4 " 115,801-125,500 83,701-90,600 51,501-55,700 6,250 " 125,501-135,500 90,601-97,900 55,701-60,200 6,500 " 135,501-145.800 97,901-106,800 60,201-64,800 6,750 " 145,801-156,700 106,801-113,200 64,801-69,600 7,000 " 156,701-167,900 113,201-121,300 69,601-74,600 7,250 " 167,901-179,400 121,301-129,600 74,601-79,800 7,500 " 179,401-191,400 129,601-138,300 79,801-85,100 7,750 " 191,401-Greater 128,301-Greater 85,101-Greater 8,000 PUBLIC WORK NOTES: I_ ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK- 2, BASED ON THE SCOPE OF WORK, THIS IS A TYPE I PROJECT THAT REQUIRES A STORMWATER CONSTRUCTION POLLUTION PREVENTION PERMIT. THIS PERMIT IS REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT. AN INITIAL FIELD INSPECTION IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY). 3. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OFWAY. 4, CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00A.M. AND 5:00 P.M. THIS INCLUDES CONSTRUCTION HAULING. 5. NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT, BUILDING, OR PAVED AREAS SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO THE CITY'S SANITARY SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING REGARDLESS OF THE SLOPE OF THE PROPERTY_ NO RAIN WATER FROM ROOFS OR OTHER RAIN WATER DRAINAGE SHALL DISCHARGE UPON A PUBLIC SIDEWALK (EXCEPT IN SINGLE FAMILY AREA) PER MUNICIPAL CODE SECTION 18.08.090, 6. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVIGE5 OR FIRE LINE PROTECTION AR E 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. 1, NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY. THE PROPERTY LINE ON BENITO AVENUE IS APPROXIMATELY 12.0- FEET MEASURED FROM FACE OF CURB- 8• THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION_ 9. ALL DEBRIS/GARBAGE CONTAINERS LOCATION SHALL BE ON PROPERTY. IN A SITUATION WHERE THAT IS NOT POSSIBLE, AN ENCROACHMENT PERMIT IS REQUIRED FROM PUBLIC WORKS DEPARTMENT FOR PLACING DEBRIS/GARBAGE CONTAINERS IN PUBLIC RIGHT-OF-WAY, NO WET GARBAGE FLUID SHALL ENTER PUBLIC RIGHT-OF-WAY OR THE STORM DRAIN SYSTEM. 10. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS BEFORE THE START OF ANY EXCAVATION WORK- I1, IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER STRIP MUST BE IMPLEMENTED AROUND NEW OR EXISTING CITY STREET TREE. NOTES: I. WHERE THE PROPERTY LINE IS LESS THAN TEN (10) FEET FROM THE EXIT TERMINAL OF ANY NEWLY INSTALLED OR REPLACEMENT HIGH EFFICIENCY MECHANICAL EQUIPMENT THE PIPE SIZE OF THE FINAL TEN (10) FEET OF ANY TERMINAL MUST BE INCREASED TO THREE INCHES (3") OR, AS AN ALTERNATIVE, MANUFACTURER -APPROVED BAFFLES MUST BE INSTALLED. 2. CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO AVOID EROSION OR SEDIMENT FROM LEAVING THE SITE AND FLOWING INTO THE STREET, CURB OR GUTTER (USE STRAW WADDLES) 3. REPLACE DAMAGED OR DISPLACED CURB, GUTTER AND/OR SIDEWALK ALONG THE PROPERTY FRONTAGE. A CITY ENCROACHMENT PERMIT IS REQUIRED- 4. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER AN ENCROACHMENT PERMIT IS REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE GITY'S PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR CONNECTED TO THE SEWER MAINS. 5- NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN. 6. A PROPERTY SURVEY IS REQUIRED IF ANY PART OF PERMANENT STRUCTURE INCLUDING FOOTING IS WITHIN 12" OF PROPERTY LINE. PUBLIC UJORK5 51TE NOTES: I. PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL. 2, ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIEL LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. 3, ALL ABANDONED SEWER LATERAL OR WATER SERVICE SHALL BE DISCONNECTED AT THE MAIN AND PER CITY REQUIREMENTS. AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR THESE ITEMS. 4, NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC.) PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY. ADJACENT STRUCTURE NAIL & TAG RCE #20858- FOUND AT LINCOLN AVENUE E AC NOTE5: -E- 2'-2" ( 2.5' CzARACzE o MAN IN, ft"IFI-1 " /'woo DS TREE -....----.--.-.-...--. --- L.. L..... ................. TRE1; 4:12 L ... yid.... �Q...... Z ' L......... ............ .. �...... . { .......... ...... RIDGE ...... ...... . IDS .. 4:f2 .. ... y. � 4:12 { I.:.:. (E) GA TO B CON MO TO l GAi ADU :::::: Q ( L� . ....... I �Q ' . .. FF. EL . =. 23BO.......... �. .................. ....f... �Q. / ............... j��... 4.12.�r ... ............... ... 4:12. M ... . ... N '.a ... ..°o DS L 1' CONCRETE PATIO / - - ❑ - 23.0 r--- - - _- 7. I T �. ------- =;: . ................. I.. ................� L................. ......m... I yz.;5 �....... I;= ................. :.: ........... I :........ ......'. ...... I.......... ...... . . . . . ......... .5:12........ ... . . .Q . ........... I 4w' <yrti: ....... (N) GRAVEL . .. .. ................. .T....... ..... ............... ......... PATH .......... I:........... .............. SHIED I E- . . � _ ................. Q . .-� . . . . . . . . . .1 �Y..: ........... ".... . ........- �. ::.5:1�I . r: ................. ........ .. . . .. I . ....... ....fI. ...... ... : ........... ... ... .. . 1r .... ...... ..... f... :.✓.,::r" . .... .... . ��I...... ... ... .. ..II .... ..... ::� .... .. .JBUILDING .��. ..�. . .. L.�R�I�D .II x" SETBACK: � :.. :5d2 ...... ADDRESS: SETBACKx. - - - - - - rr 1225 PALOMA 16.0' ... .......... ; ?; : �::.�... : 1229 PALOMA 190' DS ....... ........ PALOMA 115' � '''1233 1235 PALOMA (SITE) 18.5' a= p Ir2 .. ...�..... 1245 PALOMA 20.0' IDS I L 512 Y ` 1241 PALOMA 19.0' I 4�....•. . ...... .. 5'-6 - -.. I . �...._. - - - = D SID ADJACENT 13�� 5:12 m ... STRUCTURE AVG. SETBACK: 183' ... .I . . .y. . ... pS I... .Q..... 1 I GAS (N) 6'-0" WOOD 1 ... .............. METER GATE AT O I ... ........... T I .......... .... I 5:12...... .. 5:12... ❑ I .... . .... m .+`.�.. .. �1 ELEC_ METER . .. � I PANEL p 5:12 10 5:12 I r� m I ❑ I L�J JCm I i a / (N) LAWN I WOOD (N�LAWN-T •C: 0 `A `C I SCREEN 2 { w (N) 4" SEWER TO GIT / { / (L o SSWLATERAL I Y4 ATER CLEANOUT PER / _ ✓ �❑ LINE, TYP- N 365 0" E CITY STDS- �,'�� 0 4.40' IE 218 .'O - 218 10'-6" CONCRETE I ---------------------------------- DRIVEWAY -- %- -A - SIDEWALK - - - - - - - - - - - - - - - - - - - - - - -------- - / ------- -- ---- 7 7 (TIE) CONCRETE DRIVEWAY AC EQUIPMENT WILL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL (dBA) OF SIXTY (60) dBA DAYTIME (1:00 AM - 10:00 PM) OR FIFTY (50) dBA NIGHTIME (10:00 PM - 1-00 AM) AS MEASURED FROM THE PROPERTY LINE. BMC 25.58.050 1" MIN_ WM O TREE DRIVEW-A - TREE 218 21fo - iOC - -- E r E E TOC E E E PALOMA AVENUE 50' WIDE RIGHT-�F-LUAY REPLACEMENT OF ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE SITE DEVELOPMENT PLAN SCALE: 1/8"=F-0" N OVERHIEA UTILITY LI REVISIONS BY P5%1'411 ❑ PU Uz i--I � o O� U �� O cn�-� Q �C Q � W 00 r� H W � C) Q cf) `- O z V N V1 [� 0 0 3 J. o o 8 C) 22 8 a� O Z cn -C �:D Q o CIS O 3 Y a� Zn u bA � ao> O a� ; o 7S C5 a> P o 414 o5-3 la-3 W O w0� o DATE: 02/08/21 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A02,0 OF SHEETS 2'-2" (E, ADU ROOF PLAN SCALE: 1/4"=1'-0" N 21'-5" 2'-0" (E) SETBACK- - PROPERTY LINE ADU FLOOR PLAN SCALE: 1/4"=1'-0" N CV CV F- - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - MAIN HOUSE ROOF PLAN SCALE: 1/4"=1'-0" N REVISIONS BY PLNG 5/19/211Al PU W o Q � W 00 0 0 � x >� w A O a�.> p •� s-. � O •O O O o 1 c). (15 E U 03 O N Q�j 0 S" U W � O V O WO� o M� DATE: 02/08/21 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A. 3,0 1 OF SHEETS 4"x4" PT. RUJD P05TS (S' O.C. MAX.) 2"x4" RJD TOP / BOTTOM RAILS 1"x8" RUJD PANELS UJ/ TOP / BOTTOM TRIM (E) TREE - REMAIN X d NOTE: N 5301 5'00" W 50.01' STAIN NATURAL -- --------------- —, s 12" LATTICE ON TOP l III-1=1-11-i-1 1=1 1=11 I: =1 III ' 1=1 I- _ �° III -I II -III I I i-IIIIIII �::. III1II, i I- 12 12 2 "x12" PT. RJD KICKBOARD FINISH GRADE 12" DIA, CONC. PIERS, 30" DEEP (TYP.) WOOD FENCE ASCALE: NTS �) F"L-\ F-� FINISHED GRADE FINI GR; 3x FOOTBALL MIN. (WIDER IN CLAY 501L5) TREE PLANTING BSCALE: NTS /I —2.5x ROOTBALL MIN.�L RUBBER CINCH TIE OR EQUAL 0' PINE POLE *5TAK€ OUTR5ID€ ROOTBALL ROOTBALL MULCH IN BASIN WATER BA51N *3" NIGH LIP ROUGHEN 51DE5 (E) 4 BOTTOM OF PIT ADJACENT _ = PREPARED BACKI=ILL *AMEND WITH ORGANIC RESIDENCE 5% ORGANIC COMP05T 4 MYCORRHIZAL FUNGI PER MFR'5 5PEC5 PREPARED 5U5501L PEDESTAL ROOTBALL 4" MULCH IN BASIN LATER 5A51N *3" HIGH LIP ROUGHEN 51DE5 $ BOTTOM OF PIT PREPARED BACKI=ILL *AMEND WITH ORGANIC 5% ORGANIC COMPOST 4 MYCORRHIZAL FUNGI PER MFR15 5PEC5 CONVEX PLANTER BASE PEDESTAL SHRUB PLANTING CSCALE: NTS CONCRETE UNIT PAVERS POLYMERIC SAND JOINTS w *W/ SAND LOCK Q 2 LAYER COMPACTED SAND BASE MORTAR JOINT c� #4 REBAR CONTINUOUS CONC. FOOTING UNDER z PAVER BANDING *MIN. 9" DEEP N GEO-TEXTILE FABRIC III II Il COMPACTED CLASS II AGGREGATE BASE COMPACTED SUBGRADE VEHICULAR UNIT PAVER PAVING DJ SCALE: NTS WOOD FENOCING PLUS 1 2" LATTICE LATTICE (N) VINE POC III 1- -- r- -1 MM �I■1�1■1•'i\j����I�I I r It■ �■1 ■III �� m w 0 0 un 0 C9 m z (N) 5'-0'' VEHICULAR GATE r,—A r�I STONE P/JlC) --- -- ------- - 23.0 \ 2 HOLLYWOOD DRIVEWAY 2 2 2 22.5 2 1 21 21 2 RESIDENCE Ea 0 p CI N]] (N) 6- 0" SOLID WO FENCING FLU 1 2" LATTICE DJACENT ESIDENCE (N) EVERGREEN PRIVACY TREES (N) GRAVEL PATH (N) G'-O" SOLID WOOD FENCING PLUS 1 2" LATTICE LATT I C E 2 )� . g /— WO0-0" 50LID OD GATE i 2 I Lu (N) STONE PORCH / -h() WALKWAY 2 ❑ I o0 2 (ID m 2 z (N) FLAGSTONE 2 PATHWAY 2 I ■ o r ❑�� 4 4 5 / (N) CONCRETE SIDEWALK CITIASTREETRTREEROM ----------------- ,- (N) CONCRETE DRIVEWAY APRON *PER CITY STD5 FALD\MAR. AVEN)JE 5 0' LANDSCAPE PLAN_ SCALE: 1/8" = 1'_0" — PLANT LIST 1235 PALOMA AVE. BURL INGAME, CA TREES 5YM BOTANICAL NAME COMMON NAME QTY. 5IZE/5PACING GROWTP RATE A ACER PALMATUM '5ANGU KAKU' JAPANE5E MAPLE 1 24" BOX SLOW B CITRUS SPP. 'DWARF' DWARF CITRUS 2 15 GAL. FAST SHRUBS I BUXUS 5EMPERVIREN5 ENGL15H BOXWOOD 30 5 GALLON MODERATE 2 R05A 'FLOWERING CARPET' GROUNDCOVER R05E 21 5 GALLON MODERATE 3 ANIGOZANTH05 'DWARF RED' ANIGOZANTH05 DWARF 28 5 GALLON FAST 4 ROSA 'ICEBERG' ICEBERG ROSE 1 5 GALLON FAST 5 ESCALLONIA RUBRA E5GALLONIA RUBRA 2 15 GALLON FAST 6 BUXUS 'SPHERE' BUXUS SPHERE 5 15 GALLON SLOW 1 LOROPETALUM CHINENSE '5PP' LOROPETALIUM 2 15 GALLON MODERATE 8 PITT05PORUM TENUIFOLIUM PITT05PORUM 11 15 GALLON MODERATE 9 AZALEA 'WHITE' AZALEA WHITE 6 15 GALLON MODERATE 10 PIERI5 JAPONICA 'VARIEGATA' VARIEGATED JAPANESE PIERIS 2 15 GALLON SLOW Il PITTOSPORUM TENUIFOLIUM 'MARJORIE CHANNON' PITTOSPORUIM 6 15 GALLON MODERATE VIN€5 V-1 TRACHELOSPERMUM JASMINOIDES 'ESPALER' STAR JASMINE 4 15 GALLON MODERATE GROUNDCOVER LAWN BOLERO BLEND, DELTA BLUEGRASS co. 640 5F ROLLS SLOW GENERAL NOTES I. CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, 51TE IMPROVEMENTS, WATERPROOFING AND UNDERGROUND PIPING BEFORE CONSTRUCTION BEGINS. ALL DISCREPANCIES OR PROBLEMATIC 51TE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 2. FINISHED GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SHALL BE PROPERLY INSTALLED TO PREVENT ANY STANDING WATER. CONCRETE/HARD5CAPE SHALL HAVE A MINIMUM GRADE OF 2% UNLE55 NOTED OTHERWISE. 3. JUTE MESH EROSION CONTROL NETTING SHALL BE U5ED ON ALL 3:1 OR GREATER SLOPES. STAKE NETTING APPROPRIATELY AND PLANT SPECIFIED GROUNDCOVER. 4. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE PROPOSED WORK AS PER CITY/TOWN REQUIREMENTS. 5, CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING TREES BY INSTALLING TEMPORARY FENCING AT THE DRIPLINE AROUND THE TREES. IN THE EVENT THAT TREE ROOTS OVER 6" ARE DISCOVERED, THE LANDSCAPE ARCHITECT SHOULD BE CONTACTED. 6. REFER TO ARCHITECTURAL AND ENGINEERING DRAWINGS FOR ANY CALCULATIONS, DETAILS AND SPECIFICATIONS REGARDING BUILDING STRUCTURE, FOUNDATIONS AND GRADING, SOILS, GA5 AND ELECTRICAL. 1. THE CONTRACTOR 15 RESPONSIBLE FOR COMPLIANCE WITH SOILS REPORT, POOL PLANS AND GRADING AND DRAINAGE REQUIREMENTS PER CIVIL ENGINEER. 8, THIS PLAN IS NOT A SURVEY OR CONSTRUCTION DOCUMENT. IT IS PROVIDED FOR CONCEPTUAL PURPOSES AND SHOULD BE USED FOR PLANNING PURPOSES. 9. LANDSCAPE ARCHITECT MAY MAKE 51TE OBSERVATIONS DURING CONSTRUCTION BUT SHALL NOT BE UTILIZED TO SUPERVISE CONSTRUCTION ON51TE. 10. THE LANDSCAPE ARCHITECT AND ENGINEER ASSUMES NO LIABILITY FOR D15CREPANCIE5 BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. 11, WORK WITHIN THE RIGHT OF WAY IS SUBJECT TO INSPECTION AND APPROVAL BY THE CITY. OBTAIN ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT PRIOR TO WORK WITIN THE RIGHT OF WAY. THIS WORK MAY INCLUDE LANDSCAPING IN THE RIGHT OF WAY, NEW CURB DRAINS, AND PARKING STRIP. PLANTING NOTES 1, ALL PLANTING AREAS WITH A SLOPE OF LE55 THAN l(o%, SHALL BE CULTIVATED AND ROTOTILLED TO A DEPTH OF 51X ((o) INCHES WITH FIVE (5) CUBIC YARDS OF 501L MIX PER 1000 SQUARE FEET. 2. SOIL AMENDMENTS SHALL BE FREE OF DEBRIS SUCH AS LITTER, BROKEN CLAY POTS, AND OTHER FOREIGN MATERIAL. ROCKS LARGER THAN ONE INCH DIAMETER WILL NOT BE PERMITTED. 501L AMENDMENTS SHALL HAVE THE FOLLOWING CONTENT: 501L MIX EQUALING 10% REDWOOD NITRIFIED COMPOST, 30% SANDY LOAM. 3. PLANT HOLES SHALL BE DOUBLE THE 51ZE OF THE CONTAINER (GENERALLY). THE WALLS AND BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH A MIXTURE OF IMPORTED 501L TO EXISTING 501L AT A RATIO OF 50/20, 4. SOIL BERMS SHALL BE FORMED AROUND ALL PLANTS I GALLON SIZE ANp LARGER BASINS SHALL BE MULCHED WITH A 2" LAYER OF BARK CHIPS. CHIPS SHALL BE A MINIMUM OF I 1/2" IN 51ZE. 5. ALL PLANTS SHALL BE FERTILIZED. FERTILIZER SHALL BE COMMERCIALLY AVAILABLE TYPE, AGRIFORM (OR EQUIVALENT). APPLICATION SHALL BE ACCORDING To MANUFACTURER'S INSTRUCTIONS. 6. RESIDUAL WEED PRE -EMERGENT SHALL BE APPLIED BY THE CONTRACTOR. THE TYPE AND BRAND CHOSEN BY THE CONTRACTOR SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1, TREES SHALL BE STAKED WITH TWO PRESSURE TREATED 2" DIA. POLES. TREE TRUNK SHALL BE SECURED WITH TWO RUBBER TIES OR 5TRAP5 FORMING A FIGURE -EIGHT BETWEEN TRUNK AND STAKE. S. ALL PLANTING AREAS SHALL BE COVERED WITH A LAYER OF BARK MULCH, MINIMUM THICKNESS OF 2 INCHES, AND CHIP SIZE OF NO LESS THAN ONE INCH. 9. LAWN TYPE SHALL BE DWARF FESCUE/RYE BLEND, 90/10. ALL TURF AREAS SHALL BE FERTILIZED AT TIME OF INSTALLATION. 10. LANDSCAPE CONTRACTOR SHALL VERIFY PLANT AND 50D QUANTITIES PRIOR TO SUBMITTING BID FOR WORK. DOCUMENTATION OF PLANTS INSTALLED AT THE J055ITE IS REQUIRED, WITH A LETTER PROVIDED TO THE OWNER STATING FINAL QUANTITIES. 11, LANDSCAPE ARCHITECT CANNOT GUARANTEE PLANT MATERIAL A5 DEER RESISTANT DUE TO CHANGING HABITS OF DEER. HARD5CAPE NOTES I. CONCRETE PAVING SHALL BE 4" THICK WITH #3 REBAR AT IS" O.C. COLOR: TAN DRIVEWAY SHALL BE: UNIT PAVERS TYPE: QUARRY STONE PATTERN: OLD TOWN COLOR: TAN / GREY STONE SHALL BE: 5LUE5TONE COLOR: TAN / GREY 2. STEEL REINFORCEMENT SHALL BE TIED AND SET CENTERED IN THE THICKNESS SPECIFIED ABOVE. 3. ROUGH GRADING AND FINAL GRADING SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. THE 501L SHALL BE GRADED SUCH THAT IT SLOPES AWAY FROM THE BUILDING FOUNDATIONS. 4. CONTRACTOR SHALL VERIFY ALL PROPERTY LINES ADJACENT TO THE AREA OF WORK. NO ENCROACHMENT SHALL BE PERMITTED ON ADJACENT LANDS UNLE55 WRITTEN PERMISSION IS OBTAINED FROM THE LAND OWNER OR CITY BUILDING DEPARTMENTS. REVISIONS BY PLNG PC1 5/19/21 0 PU W � � Q�W o0 CA � Q M via o a ' o a k:���z� ca � � O C O -��2 o Q, oz C5 O 3 Y c a> tj) �o-�� � C8 W �W o O O w0� o ►-� O F4 '. M� DATE: 02/08/21 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. Lol OF SHEETS LANDS OF RONNOW I LANDS OF CABRERA LANDS OF NAKAMURA LOT 23, BLOCK 16 LOT 22, BLOCK 16 LOT 21, BLOCK 16 (4 M 46) (4 M 46) (4 M 46) 1232 CAPUCHINO AVENUE I 1238 CAPUCHINO AVENUE I 1240 CAPUCHINO AVENUE APN: 026-095-250 APN: 026-095-260 APN: 026-095-270 WOOD FENCE N 53°15'00" 2.0't W 50.01' r - -- -- -- -- 17 -7 x 23.6 --� -- 2.2'f \ '. TREE 23.4 X 0 �o n \ TREE ` _0i o, p I \ GARAGE GARAGE \ :'..• . 41 !-!,.•_ WOOD FENCE \ x • DOOR 00 p m I GARAGE DOOR FF. EL: 23.5 11 10 5 0 10 SCALE: 1 " = 10' 2.5't i - 23.2 x D m 23.2 p 0.7't m x CONCRETE' '' " p x 2 x / 1 9 23.0 I 0 GARAGE 7 I x 23. I m WOOD FEN WOOD FENCE—, 23. G m PALM TREES (4) M x x l� m x TREE x�� X m X m ;`;.22.g STE 24.9 24.8 x X 5.0' °a. • DOOR DOOR WOOD FENCE o `�':�.' FF. EL: 25.0 FF. EL: 25.0 N d 22. SHED �.'• \ HOUSE e''„- X \ LANDS OF BROSNAN RIDGE EL: 37.2t RK LOT 9, BLOCK 16 z ^ 1 (4 M 46) N 1245 PALOMA AVENUE LANDS OF d \ z APN: 026-095-050 ALTOS HEIGHTS x INVESTMENTS LLC W� z o WIRE FENCE LOT 8, BLOCK 16 m o LANDS OF TARARA Z m (4 M 46) m LOT 7, BLOCK 16 m m1235 PALOMA AVENUE 4 (4 M 46) m > APN: 026-095-060 µ x p < N 1233 PALOMA AVENUE �, x APN: 026-095-070 ry < N SINGLE STORY HOUSE � \ ,�, TOP ROOF EL: 34.96t WOOD FENCE I _ HT. 13't x 16.7'f (8.0'f) \ I x 24.5 o \ 15.3't Ili m ti,� \ mN x •":'��'� .. _�,., PORCH _Q 41 \ �•r° ; i':d •"d ' ` X �I N•.td a.a TREE ? ..i _, - ' •..did . .�`�•'d �,`+d !Ib �'b-a�if^.!•'d n° I m .f4 !'4 ,'aa'a �D ,� I x b -,,b I ��•�!..:',,_.< LAWN X I X �.} •_' _ .i� b .' `L`L.0 psi � /'��^ �j cD �� ;'',''. •l; .`a,. �! N 36°45'00" E v t� 0 ° " 4.40' TI E N 53*1500" W 50.01' - - - - - - - - NAIL & TAG _ _. 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'!b Y- - VICINITY MAY NOT TO SCALE SETBACK TABLE HOUSE # APN FRONT SETBACK 1225 026-095-090 16.0' 1229 026-095-080 19.0, 1233 026-095-070 17.5' 1235 (SUBJECT) 026-095-060 18.5' 1245 026-095-050 20.0' 1247 026-095-040 19.0, 1249 026-095-030 24.5' 1253 026-095-370 15.0' AVERAGE: 18.7' TOPOGRAPHIC & BOUNDARY SURVEY LANDS OF ALTOS HEIGHTS INVESTMENTS LLC LOT 8, BLOCK 16 OF SUBDIVISION MAP "BURLINGAME GROVE" (4 M 46) 1235 PALOMA AVENUE CITY OF BURLINGAME SAN MATEO COUNTY CALIFORNIA SCALE: 1 " = 10' QUIET RIVER Land Services Inc. 6747 Sierra Court, Suite K Dublin, CA 94568 (925) 734-6788 Phone BASIS OF BEARINGS SUBDIVISION MAP 08-02 ENTITLED "MIS PALOMA CONDOMINUMS" FILED IN BOOK 137 OF MAPS AT PAGE 48 IN THE RECORDS OF SAN MATEO COUNTY, AND TWO FOUND NAIL & TAG MONUMENTS ALONG THE WORKLINE OF PALOMA AVENUE BETWEEN LINCOLN AVENUE AND BROADWAY AS SHOWN ON SAID MAP TAKEN AS NORTH 53°15'00" WEST. BASIS OF ELEVATION THE ELEVATIONS SHOWN HEREON WERE DERIVED FROM L-1/L-2 DATA COLLECTED USING NAVSTAR GLOBAL POSITIONING SYSTEM (GPS) AND A CHCX90D-OPUS RECEIVER AND POST -PROCESS USING THE CORS NETWORK. ALL ELEVATION EXPRESSED IN NAVD 1988 DATUM. NOTES 1.) TITLE REPORT FOR THIS PROPERTY WAS PROVIDED BY FIDELITY NATIONAL TITLE COMPANY, REPORT NO. FSMO-3052002170-MG, DATED AS OF NOVEMBER 20, 2020. 2.) DATE OF FIELD SURVEY: FEBRUARY 26, 2021 3.) PROJECT BENCHMARK: TOP OF WATER METER LID LOCATED IN THE RIGHT-OF-WAY AT 1235 PALOMA AVENUE, HAVING AN ELEVATION OF 21.73 (AMSL) 4.) CONTOURS SHOWN HEREON ARE ONE HALF FOOT (0.5') LEGEND MARCH 2O21 - - SUBJECT PROPERTY LINE ADJOINER PROPERTY LINE ---------------- WORKLINE PER (137 M 48) ---------------- TIE LINE OLD BOUNDARY LINE -X-X- EXISTING FENCE LINE AS NOTED x 23.0 SPOT ELEVATION ( ) DIMENSIONS IN PARENTHESIS PER 4 M 46 O SET 5/8" REBAR W/ ORANGE PLASTIC CAP STAMPED PLS #6437 X FOUND NAIL AND BRASS TAG RCE #20858 SURVEYOR'S STATEMENT I, KEVIN M. MCGUIRE, A REGISTERED PROFESSIONAL LAND SURVEYOR DULY LICENSED BY THE LAWS OF THE STATE OF CALIFORNIA DO HEREBY STATE THAT THE TOPOGRAPHY, SPOT ELEVATIONS, LOCATIONS OF IMPROVEMENTS AS SHOWN, ARE BASED UPON A FIELD SURVEY PERFORMED FEBRUARY 26, 2021 BY OUR COMPANY FIELD CREW; AND I FURTHERMORE DO STATE THAT THE PROPERTY BOUNDARY LINES, RIGHTS -OF -WAY AND EASEMENTS, IF ANY, ARE BASED UPON ITEMS OF PUBLIC RECORD AND FIT TO FOUND MONUMENTS AS SHOWN AND REFERENCED HEREON. THIS MAP AND THE ITEMS AND INFORMATION AS SHOWN, WERE DONE UNDER MY SUPERVISION AND DIRECTION AND ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. KEVIN M. McGUIRE, CA-PLS #6437 3/15/21 DATE SHEET 1 OF 1