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HomeMy WebLinkAboutReso - PC - 2021.06.28 - 7CDocuSig n Envelope lt 7 1 44 ; 6C-21 6L-4AF9-ACAS 1 AO I E3OABSDE RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 501 PRIMROSE ROAD BURLINGAME, CA 94010 2021-166658 1:21 pm 12lOGl21 Rl Fee: NO FEE Count of Pages 4 Recorded in Official Records County of San Mateo Mark Church I rili r r ililflmiifiiifiiiliilfiiXfi t]iiililiiillfrflitlt t I ttt lli$Rooo3183o14$* Resolution No. 2021 -06.28-7 c 1233 DRAKE AVENUE 026-172-080 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 h^^itn EtI rrUI{E Date: Kevin Gardiner, AICP, Community Development ,( RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and application has been made for Desiqn Review for new. two-story sinqle-familv dwellino with a new detached oaraqe at 1233 Drake Avenue, Zoned R-1, Mickev Ou, propertv owner. APN: 026-172-080; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on June 28,2021, atwhich time it reviewed and considered the staff report and all otherwritten materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that: 1. On the basis of the lnitial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per CEQA Section 15303 (a) of the CEQA Guidelines, 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, is hereby approved. 2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Revlew are set forth in the staff report, minutes, and recording of said meeting. 3. lt is further directed that a certified copy of this resolution the County of San Mateo. n I records of I, Chairman t. nans 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: 123i1 DRAKEAVE - RESO 2021{6.28-7c AYES: COilAROTO,l-ARlOS,LOffiS, SCH]f,ID, TERRONES NOES: ilONE ABSEilT GAUL,TSE RECUSED: NONE Secreta 2 3 4 5 EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 1233 Drake Avenue Effective July 8, 202'l Page I 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped June 7, 2021, sheets A.1 through A.6, and revised sheets A.2 through A.5, and L-1 through L-5, dated stamped June 18, 2021i that tree protection measures shall be installed on-site prior to demolition or construction commeflcing per the Kielty Arborist Services June 18,2021 report for the two oak trees remaining on-site, one in the rear year and one on the right side of the front yard; 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 ptanning stafo; that any changes to the size or envelope of the first or second floors, or garage which would include adding or enlarging a dormer (s), shall require an amendment to this permit; that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Directori that demolition or removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with allthe regulations ofthe Bay Area Air Quality l\ranagement Districti 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 ljsting 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 appeat; that all air ducts, plumbing vents, and flies shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 6 7 8 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 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 Quatity irlanagement District; that the project shall meet all the requirements of the California Buitding and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burtingame; 9 '10 EXHIBIT "A" Conditions ofApproval for Categorical Exemption and Design Review 1233 Drake 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; 11. that prior to scheduling the framing inspection the applicant shall provide a certification by theproject 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; 13. 14 15. 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: prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduledi that prior to scheduling the roof deck inspectjon, a licensed surveyor shall shoot the height of the roof ridge and provide certification ofthat height to the Building Division; and that prior to final inspection, Planning Division staff will inspect and note comptiance of the architectural details (trim materials, window type, etc.) to verify that the project has been build according to the approved Planning and Building plans. 12. n YdD D.H.E. 52 8 = 51.1+533 / 2 GRAY STANDING SEAM 6x WOOD WOOD SIDING 6" STUCCO, METAL ROOF, TYP, OUTRIGGERS, TYP- EXPOSURE, TYP. TYP, 30'-0" MAXIMUM HEIGHT LIMIT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TYP. ROOF PITCH / \ J SAVE, TYP. 11'-m" 5ET5ACK PORCH SIDEWALK WOOD SIDING 6" EXPOSURE, TYP. TYP, ROOF PITCH 12 6 oil i I ]�' Aka a. : .:.. �. ��a a a 16" 5Q. WOOD COLUMN, TYP. (E) 4 (N) GRADE WOOD PIVOT ADDRESS, ENTRY DOOR LIGHTED FRONT ELEVATION SCALE: 1/4"=V-0" L� �J '4:_ , I., ALUMINUM CLAD WOOD CASEMENT WINDOWS, DUAL GLAZING TYP. 6x WOOD GRAY STANDING SEAM STUCCO, OUTRIGGERS, TYP. METAL ROOF, TYP. TYP. n ao;a p:. n a a e � > � a f�A��-)A a & cmoo' � c ALUMINUM CLAD WOOD CASEMENT WINDOWS, DUAL (E) GRADE GLAZING TYP. RIGHT SIDE ELEVATION (N) GRADE SCALE: 1/4"=1'-0" \ U O \I o Lu 04 m ,Q LU } 0 5' -(o ol m 51DE SET ACK w �rA n Llo� 00� G� G� D•H.E. 53.35 = 522 +54.5 T.O.C. 48.E = 402 +492 2 DRIVEWAY L —1 — — — — — — -- PATIO EL. 521 STEPS STEPS TO DRIVEWAY TO GARAGE GARAGE 1'-0" 51DE 5ET5ACK I REVISIONS BY PLANNI G 06/01 2021 0 PU PLNG PC2 06/15/2021 0 PU W o O� O aQ' U c QUA ° o 3 CIO > cn �. c l=Lc3o, c> O cooCD �� CD lb U W Q �:DCIS C x 3 y C" U o U S -� o w o 3 U N O t; U y o r7S-'-� U F—� O "C OU cd � W O o0 O W M� CIA W � O DATE: MARCH. 2021 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A04 OF SHEETS GRAY STANDING SEAM STUCCO, 6x WOOD METAL ROOF, TYP, TYP, OUTRIGGERS, TYP- 30'-0" MAXIMUM HEIGHT LIMIT TYP. ROOF PITCH � n n I �li II II TOP PLATE_ fe 12" EAVE, TYP.CIO \ / - P— UPPER FLOOR I-L- aT M Q 4 -6 SIDE SETBACK �Q� a SIDE SETBACK � � p D•� �� va Lu 'Q N n i D.H.E.53.35=522+545 MAIN FLOOR --- --- --- -- --- — — — — — — — ------------- — EL. +53mm — — — PATIO D.H.E. 52.8 = 51.7 +53.9 ALUMINUM CLAD WOOD (N) GRADE I 2 IGHT FIXTURE, 40 BI-FOLDING DOORS CASEMENT WINDOWS, DUAL (E) GRADE WATTS MAX. GLAZING TYP, T.O.C. 451= 452 +492 2 REAR ELEVATION SCALE. 1/4 -1-0 STUCCO, GRAY STANDING SEAM WOOD SIDING 6" 6x WOOD TYP. METAL ROOF, TYP, EXPOSURE, TYP. OUTRIGGERS, TYP- TOP OF RIDGE TYP, ROOF PITCH 12 6 n n n II TOP PLATE 12" EAVE, TYP. / / / \ � o UPPER FLOOR rik a I ATE LEVEL - P-01' 51DE b ° �°" SETBACK U G� n I LANDING e A��� no MAIN FLOOR EL.+53.00 irl P o -)JI0 GARAGE PATIO (E) GRADE — — —v A�a�°e (N) GRADE ALUMINUM CLAD WOOD 16" 5Q, WOOD 16" 50, WOOD CASEMENT WINDOWS, DUAL COLUMN, TYP. 1 COLUMN, TYP_ GLAZING TYP_ 2 ° LEFT SIDE ELEVATION SCALE: 1/4"=P-0" con \ / \ 03 al 45 cjl CIA g REVISIONS BY PLANNI G 06/01 2021 � PU PLNG PC2 06 15 2021 � PU W o �O �W 00 z a � x ii-l4i 3 Q � o U U OU C� W� W W �+ DATE: MARCH. 2021 SCALE: AS NOTED DRAWN: MC JOB: SHEET N0. A05 OF SHEETS REVISIONS BY PLANNI G 06/01 2021 � PU PLNG PC2 06 15 2021 � PU W o �O �W 00 z a � x ii-l4i 3 Q � o U U OU C� W� W W �+ DATE: MARCH. 2021 SCALE: AS NOTED DRAWN: MC JOB: SHEET N0. A05 OF SHEETS WOOD SIDING 6" =vr=nc,i ir= TYP GLASS GARAGE DOOR k IN/ RAISED PANEL (E) GRADE UJAttS MAX. FRONT ELEVATION SCALE: 1/4"=P-0" it A rT Ak—lk ii rr Aww 1Li l:il�f•iVL REAR ELEVATION SCALE: 1/4"=P-0" '-0" SIDE SETBACK BUILDING SECTION SCALE: 1/4"=F-0" 1'-m" SIDE SETBACK AI I IMI�11 IM P l A II VY^• ..� WCJVV GIV 1 N I VVVI� RIGHT SIDE ELEVATION SCALE: 1/4"=F-0" it Av nT Ak—lk ii rr nw.e 1G/ 131�MVG LEFT SIDE ELEVATION SCALE: 1/4"=F-0" 1'-0" SIDE SETBACK REVISIONS BY con W o o� 00 �U z a 0 0 I %•i x 15 U a�C,3c o cj y O22 Q ili 3 y � o U N y ,.O t� U v� fy w 03un � 's 4Clu CI 3 ct A U �n U 5--"' U N �CJ W� W W �+ DATE: MARCH. 2021 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A*6 OF SHEETS GENERAL NOTE5- 1, 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- S, GARAGE FOOTING SHALL NOT EXTEND INTO ONE FOOT SETBACK WITHOUT A LICENSED 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. 11. 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 UFC APPENDIX IIIA. MINIMUM 500 GPM REQUIRED. SEE TABLE NO. A-111-A-1- 13. MINIMUM 1" 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 6ECTION609.10 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. 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 I5-05-010 (I). • 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. FIRE SPRINKLER DOMESTIC WATER MCV LEGEND: WM - WATER METER V - VALVE DCV - DOUBLE CHECK VALVE MCV - MAIN CONTROL VALVE 13FD - BACK FLOW PREVENTION DEVICE -W- - WATER LINE 1-1/44 TYP. 1. PROVIDE A BACFLOW PREVENTION DEVICE - USG APPROVED DOUBLE ASSEMBLY. VALVE CHECK Y. E L E BL 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. 5CHEMATIC UJA NOT TO SCALE DRAINAGE NOTE5 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 HP 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) 2280 1620 660 SUMP PIT- INSTALL PUMP IN SUMP PIT (CATCH BASIN) WITH THE MINIMUM CLEARANCES AND DEPTHS AS PER MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS. EIRE NOTE5: 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- 1, 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) GHARGING, PARKING SPACES: COMPLY WITH ALL RELEVANT SECTIONS. BUILDING NOTES: I. BASED ON THE SCOPE OF WORK, THIS PROJECT IS CONSIDERED A "TYPE 1" PROJECT THAT REQUIRES A STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT. NOTE: THIS PERMIT IS REQUIRED TO BE OBTAINED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. IN ADDITION, AN INITIAL FIELD INSPECTION BY THE PUBLIC WORKS INSPECTOR IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK 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 a 650-558-1213 TABLE NO_ A-111-A-1 MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION BUILDINGS FIRE AREA ;square feet) FIRE FLOW [gallons FLOW DLIRATION X0.0929 for m2 minute] (hours) Type I-F.R. II-F.R.1 Type II One-HR. IIIOrk-HR.1 Type IV-H.T. V-One•HLI Type II-N 11-N1 Type V-N1 x 3.785 for Umin. 0-22,700 0-12,700 03,200 M.900 ",600 1,500 22,70130,200 12,701-17,000 8,201-10,900 5,901-7.900 3,601-4.800 1,750 30,20138,700 17.001-21.800 10.901-12,900 7.901-9.800 4.801-6.200 2.000 2 36,701-48,300 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 9,401-11,300 2,750 70,901-83.700 39,701-47,100 25,50130,100 18,401-21,800 11,301-13.400 3,000 83,701-97,700 47.101-54,900 30,10135,200 21,801-25.900 13.401-15.800 3.250 97.701.112.700 54.901-63.400 35.201-40,600 25.901-29.300 15.601-18,000 3.500 112.701-128,700 63.401-72,400 40,601-46,400 29,301-33.500 18.001-20,600 3,750 128,701-146,900 72,401-82,100 46,401-5Z500 33,501-37.900 20,601-23,300 4,000 145,901-164,200 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 59,10136,000 42,701-47,700 26.301-29.300 4,500 183,401-203.700 103,101-114,600 56.001-73,300 47.701-53.000 29.301-32,800 4.750 203,701-225.200 114.601-126,700 73,301.81,100 53.001-58.600 32.601-36,000 5,000 225,201-247,700 126,701-139,400 81,101.89,200 58,601.65,400 36.001-39,600 5,260 247,701-271,200 139,401-162,600 89,201-97,700 65,401-70,600 39,601-43,400 5,500 271,201-295,900 152,601-186,500 97,701-106,5W 70,601-77,000 43,401-47,400 5,750 295,901-Greater 186,601-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 55,70"0,200 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 69.601-74.800 7,250 " 187.901-179.400 121,301-129,600 74.601-79.800 7.500 " 179.401-191.400 129.601-138.300 79.801-85,100 7.750 "1 191,401-Greater 128,301-Greater 85,101-Greater 8,000 PUBLIC UJORK NOTE5 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 (U 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 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, 1. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY. 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 II. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER STRIP MUST BE IMPLEMENTED AROUND NEW OR EXISTING CITY STREET TREE. PUBLIC UJORK5 51TE NOTES: 1, DUE TO THE SCOPE OF WORK, SHOW THE REPLACEMENT OF ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. (PLEASE CALL -OUT THESE ITEMS TO BE REMOVED AND REPLACED ON THE SITE PLAN. 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. 2, REAR GARAGE AND ADU ROOF MUST DRAIN AND/OR BE INTERCEPTED WITHIN THE PROPERTY LIMITS. NO RUNOFF IS ALLOWED TO THE REAR ALLEY. 3. IF POST -CONSTRUCTION IMPERVIOUS AREA IS GREATER THAN 40% OF TOTAL LOT SIZE, MITIGATION OF THE ADDITIONAL STORM RUNOFF IN EXCESS OF 409. TOTAL LOT SIZE MUST BE ADDRESSED. 5XR=FF, 4, NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETGJ PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY. 5TORM UUATER NOTES PROJECTS THAT CREATE AND/OR REPLACE 2,500 SQUARE FEET TO 10,000 SQUARE FEET OF IMERVIOUS SURFACE (E.G-, NEW ROOF, DRIVEWAY, OR OTHER NON -PERVIOUS SURFACE) MUST COMPLY WITH THE SAN FRANG16GO BAY MUNICIPAL REGIONAL STORMWATER NPDES PERMIT. PLEASE SHOW ON PLANS WHICH SITE DESIGN MEASURES) 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: http.s://wwwburl'ingame.or/5tormLuaterclevelopment. DESIGN MEASURE. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS USING A DISCONNECTED DOWNSPOUT, AC NOTES: 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 2558.050 FND. IRON PIPE RCE#20050 /OFF: S 59°5G'10" W 024 (Cf;R# 0511) -55- fY POLE SET 5/8" REB,AR SET \ P'IANI-IOLE W/ YELLOW GAP, LS# 0437 ( 0 SPIKE � SET 5/8" REE3AR �� FORMER 1.00' OFFSET TO DEL. 55.31± 10 ALLEY W/ YELLOW CAP, LS# ro437 PROPERTY CORNER CLEANOUT IN PUBLIC RIGHT-OF-WAY 2.00' OFFSET TO PROPERTY r CONCRETE ) E E E; E E E E E - _� N 55°O4'00" W' 50.00, - - - - 54.6 (N) UJOOD PRIVACY FENCE 0 BUILDING SETBACK: ADDRESS FRONT SETBACK 1265 1261 9], 11.3' 1251 26.1' 1253 1249 19.8' 1241 35-1, 1245 20.0' 1233 (SITE) 20.0' PRIM 1229 22.9' 1225 205' 1223 205 1211 20.8' 1213 216' PLC 1209 22.8' 1205 23A' 1201 23.9' TOTAL 314.1' AVERAGE 22AT .. ..REAR ................ I... �.. .... �ETBACK .... .I . ....... ......T...... .........I 55.9 �... OAK 40 C TREE a 53.9 �,�R a \ I ......... FF EL :..AR .. ...: - 545m ... I .............. ........ I a 4 .. ..<. .....n .. ... . I ° I................ a ........... . LAWN T Q - I'-0" SIDE I.... ................ ............................ m • SETBACK +' .. t - D --------- 53. < - - - - WOOD PENCE RING VINES ON PENCE PLANTING STRIP 11'-0" SIDE SETBACK ADJACENT STRUCTURE SITE NOTE: I- EXTERIOR BEARING WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE WILL BE BUILT OF 1-HR FIRE RATED CONSTRUCTION. 2019 CBC TABLE 602. 2. ROOF EAVES WILL NOT PROJECT WITHIN 2 FEET OF THE PROPERTY L INE, 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. (558-1330) 4. NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC.) PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY. 5. NEW WOOD ROOFING MATERIAL WILL HAVE A MINIMUM CLASS B FIRE RATING. 5CCl -02 MOTOR GATE 51.1 f'�FIRS - 53. - F-FEL- ° o° S - - DS 53.4 I.. .....53'. .. 4 .. I ... ... -- ------ ° . I........ �� ............. ...A ............ o� L' .'.'.'.'...' ..........:........ \�..... I.........X5.. 6a2 . .... P1TGH.. .... ........ I X53°c I' ............... ..........................I a. I ................. . .............. ? L ....I DS I I ........... ..................... ... .... . ...... - I ..................... 52:9......... ........ x..... -�.. ' I ..:.....:..:......... y ........ ... �� ..... . °Q ............. .. ... ...... N� ''II,, RE I ............. -�... .. . L. ... l ....... .IDGE .: ..... . . . . .. .-A. . . .. . ..... . . i .J ... <. ............. RIDGE . .......... o ° L.......................................�............... L . ............. ....��� .. . �o Q 1 ... .. . IDS..... .... .............. ...... o 6:12 PITCH .... yj� ... - .. .. ....... ....I Ds ° .. ..... 4�................. ........... .......-iz......... ..�r.....�� .I O . _.. r. I... J DS D X 5 . FND. IRON PIPE O LS# 5454 (CR. 0420 OFF: N 55°0410C W 0 0,10 4n I 50.00' \ 49.1 48.4 ✓ 48.8 UJOOD POLE DRIV WAY UJ/ STREET LIGHT 48.0 48.2 47.6 482 T.O.C. - - CF'-4-1 0 SET NAIL 48.30± ..............1 _ 4 .5 )N RET5 S DEUJAL LOW 24" T. STONE W/ 36" T L PILAF �I- 48.6 ' (E) WATER REMOVE/REPLACE ALL CURB, METER GUTTER, SIDEWALK 4 DRIVEWAY , APRON PER CITY STANDARDS' i DRAKE AVENUE 50' WIDE RIGHT -OF JJJLA"r 48, PROPOSED SITE PLAN SCALE: 1/8'=1'-0" N CORNER E E E N I 545 (N) UJOOD PRIVACY PENCE ADJACENT STRUCTURE 12"0 TREE y" PEBBLES ADJACENT STRUCTURE SIDE SETBACK STEPPING STONES 52.8 'G. 2 _ - - 49.9 BASIS OF BE - - - S T NAIL. TAG, LS# 6431 (Im GONG ETE DRIVEWAY A BASE OF BRICK WALL) T.O.C. DR11/EW141' 49.2 REVISIONS BY PLANNI G 06/01 2021 0 PU PLNG PC2 06/15/2021 0 PU W � O� 1--I N ON Z 00 00 4 U Mv- I � /W p M QUA V i� E � o cd > C-) o 4 U P. c �W-> Q Q anCD = - >~ rn p e, a� U -� z �CIS ¢ o Y 9b Q n U w � S� � O U _ U U = a5 ZJ Q" o », 55 (L> El 3 �. � 3 .1, O O > v +-' o -� F_ ct WU n W O 00 O W M� UM� � O DATE: MARCH. 2021 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. .201 OF SHEETS LEGEND. TREE TO BE REMOVED (E) TO BE REMOVED 51TE NOTE5- I. ACKNOWLEDGE THAT DUE TO THE EXTENSIVE NATURE OF THIS CONSTRUCTION PROJECT THE CERTIFICATE OF OCCUPANCY WILL BE RESCINDED ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF OCCUPANCY WILL BE ISSUED AFTER THE PROJECT HAS BEEN FINAL. NO OCCUPANCY OF THE BUILDING IS TO OCCUR UNTIL A NEW CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED- 2. THE DEMOLITION PERMIT WILL NOT BE ISSUED UNTIL A BUILDING PERMIT IS ISSUED FOR THE PROJECT. 3. AT THE TIME OF THE INSPECTION FOR THE FORM WORK FOR THE FOUNDATION OF THE NEW DETACHED GARAGE, THE LICENSED SURVEYORS HUBS / STAKES WITH THEIR NUMBER MUST BE IN PLACE WITH THE STRING LINE SET UP FROM BATTER BOARD TO BATTER BOARD. 4. NO EXISTING TREES OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCHES FROM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. (558-1330) 5. IF CONSTRUCTION 15 WITHIN DRIP LINE OF EXISTING TREES, A TREE PROTECTION PLAN MUST BE IN PLACE TO PROTECT TREES DURING ALL PHASES OF CONSTRUCTION. TREE PROTECTION REQUIRED FOR OAK TREES ON NEIGHBOR'S PROPERTY AND INCLUDED ON DEMO SHEET A2. SET 5/8" REBAR W/ YELLOW GAP, LS* ro437 1.00' OFFSET TO PROPERTY GORNER r ' E E WOOD-4 PRIVACY FENCE 53.9 _ OVERHEAD SERVICE LINE II I� III I I I I F7.6 0 ADJACENT STRUCTURE FND. IRON PIPE RGE#20858 OFF: S 59°5ro'10" W 024 (CR# 0511) �I kCONCfRETE GP-4T SET LI10' ALLEY IN PUBLIC RIGHT-OF-WAY _ N �5°04'00" W' 50.00' RAISED PLANTER _ TO BE REMOVED 54.3 (E) 40" "OAK SET 5/8" REBAt-IANHOLE R � W/ YELLOW CAP, LSD ro431 2.00' OFFSET TO PROPERTY CORNER E E E E 54.8 i (E) SHED TO BE REMOVED \4.o TREES 21'± \�------ 1 (E) GARAGE TO I Z(E) ELECTRICAL BE REMOVED PANEL 8 METER TO BE 53.8 54.0 I ®GP (E) CONCRETE DRIVEWAY TO BE REMOVED / RELOCATED � - WEATHERHE4D - - 53.6 ®CP .. CxRASS 53.4 X 0 OVERHEAD SERVICE LINE I WOOD \ PRIVACY FENCE \I 53.4 G� (E) CLEANOUT ® (IN BOX) TO - _ BE REMOvED 53.0 153.3 - - - - (E) STEWS / TO BE " DOOR I� 54.2± Lam- G (E) WEATHERHEAD (E) GAS METER TO TO BE RELOCATED BE RELOCATED m I � z I �I I � I Woo (E) RE5IDENCE TO 8E REMOVED j PRIVACY FENC I FF EL - 54,30 �I I II I I II I (E) PORCH TO I BE REMOVED I I II I I II I �I !n �Y I m cD 0 (E) CHIMNEY 51.7 - � I - � 52.4 TO BE 6110 RETB IUALL��j" I III -II - - - REMOvE14THERE-E- i u � I THE � ro°o • OIt CONCRETE I $� \ THE DRIVEWAY TO BE Ivy \ FND, IRON PIPE REMOVED If) WALI� $ LS# 5454 P TH TO E ` (CR* 0420 I r- IVY kEMOv�5 ` \ OFF: N 55°04'00" W I BRICK ` I 0,10' RET_ WALLS 49. _ r 50.00_ HT. 1_1' ± �f 48.4 48.8 --- --- -- �_- _ 49.5 CONCRETE SIDEW%LK BRICK RET_ WALL HT_ m.r✓-'± n �n (E) DRIVEWAY 48.0 48.2 0 - 48 WOOD POLE UJI STREET LIGHT GP-4-1 ® SET NAIL 48.38± ADJACENT STRUCTURE (E) CONCRETE STEP TO BE REMOVED 12"0 TREE ADJACENT STRUCTURE 4'± PICKET FENCE 52.8 OAK 'REE 50.2 49.9 - BASIS OF Bf SET NAIL 4 TAG, LSO 6431 (IN CONCRETE DRIVEWAY AT BASE OF BRICK WALL) 48.8 L�49.0 49.2 49.2 DRIVEWAY (E) WATER 48.9 METER i SITE DEMOLITION PLAN SCALE: 1/8'=1'-0" N 49.2 REVISIONS BY w O O00 O � Z ��W a00 aQ' U t M �Q O QU� o g � 'b o 3 03 > ! C' d �Q o U5 c� O Z al Q x 3 y C13 U o ^, as y o CIO � 'A o x w ) w' an 3 45 • O U w'' F-+ O -c$ Ov a3 W� s� Q� W O o0 O M� N W O DATE: MARCH. 2021 SCALE: AS NOTED DRAWN: MC JOB: SHEET NO. A02 OF SHEETS E I 1 I BUX. 'G-.Nf-.T- — — 1G 5 1 ROS. 'T.B.' IG 6 1 TRA. JAP. 5 G I TRAIN TO FEN 6-0" WOOD PRIVACY 1 FENCE W/ FLOWERIN VINE POCKETS. 9 1 OLE. EUR. 'L.O.' 5G 4 PHO. 'C.D.' 1 G 14 1 BUX. 'G.M.' 1G I ACE. PAL. 24" BOX I I ,55 —55• — — E E E • 2114 1 • / GARAGE INSI `J 1 1 i� •; 1 �• . ; . , 1 . 1■ jib■ jib■ jib■ ji���``E�� ; �� 1■jib■jib■jib■ji011 b �►--� �► i �i�w�i�ii�ii�■ 1 ► , i �i�ii�ii�ii�■011 � I.i�' ftii;i I� �� �� �� �� ► , . III illi�ii�ii� ; 1 �NJ ► ■ �/ li I jNJ ► ' 0111 NJ ■U . �IN ► - � �• i NJ 011 DINING ■J 1 1 l NJ NJ NJ NJ ROOM 011 GAME NJ FQ LIVING 1■� II 1 I�� --- ROOM II' 1 Imo■AGA. NJ 1� ► I / 1■J ► - / NJ 0 NE 1NJ �. ❑■ :Y i 0 gr_ \I (r�".,CALIFORNIA SOD 's E - —E 2 CIT. SPP. 15 G WASHINGTON 3" LAYER OF FIR BARK MULCH UNDER EXISTING OAK. 2 CIT. SPP. 15 G MEYER WOOD STYLE PORCELAIN PAVER PATIO / GRILL SPACE. 1" LAYER OF 1/2" Q� PEBBLES (PAMI PEBBLE). 9 1 LIR. GIG. I 5 DIE. BIC. I 3" LAYER OF FIR BARK MULCH UNDER EXISTING OAK. 2 NEW 3'-0" WOOD FENCE (TYP.) -4 25 1 LAV. HID. LOW 24" HT. STONE WALL w/ 36" TALL PILASTERS AT ENTRY WALK. PILASTER @ ENTRY SHALL HAVE ADDRESS NUMBER & MAILBOX. DRAKE ASV E N-LI E I I NORTH 0' 4' 8' 16' 24' 32' SCALE: 1/8" = V-0" SYMBOL SIZE BOTANICAL NAME COMMON NAME WATER USE SPACING TREES: Ace. pal. 24" BOX Acer palmatum Japanese Maple MOD PER PLAN Cit. spp. 'M.' 15 GAL Citrus lemon 'Meyer' Lemon Tree MOD PER PLAN Cit. spp. 'W.' 15 GAL Citrus orange 'Washington' Orange Tree MOD PER PLAN SHRUBS: Bux. 'G.M.' 1 GAL Buxus 'Green Mountain' Boxwood MOD 24" O.C. Cis. lad. 1 GAL Cittus ladanifer (maculatus) White Rockrose LOW 48" O.C. Die. bic. 1 GAL Dietes bicolor Yellow Fortnight Lily LOW 24" O.C. Lir. gig. 1 GAL Liriope gigantea Giant Lily Turf MOD 48" O.C. Pho. 'C.D.' 5 GAL Phormium'Cream Delight' Cream Delight Flax MOD 30" O.C. Ole. E. 'L.O.' 5 GAL Olea europaea'Little 011ie' Dwarf Olive LOW 36" O.C.' Lay. 'Hid.' 1 GAL Lavandula angustifolia'Hidcote English Lavender LOW 24" O.C. Ros. 'T.B.' 1 GAL Rosmarinus officinalis 'Tuscan Blue' Tuscan Blue Rosemary LOW 30" O.C. GROUNDCOVERS: " 1 GAL Agapanthus orientalis'Henryi' White Lily of the Nile MOD 12" O.C. O O FLATS Campanula carpatica'White Clips' White Bellflower MOD 8" O.C. FLATS Cerastium tomentosum Snow -in -Summer LOW 8" O.C. I GAL Myoporum parvifolium Creeping Myoporum LOW 48" O.C. 1 GAL Ophiopogon japonicus'nana' Mondo Grass - Dwarf LOW 12" O.C. FLATS Viola hederacea Australian Violet MOD 12" O.C. SOD Delta Grassland Mix CA Native Lawn LOW N/A VINES: Tra. jas. 5 GAL Trachelospermum jasminoides Star Jasmine MOD N/A EXISTING TREES TO REMAIN FIR BARK MULCH - 3" LAYER PLANTING NOTES: * 3-INCHES OF FIR BARK MULCH TO BE INSTALLED ON ALL PLANTED SOIL SURFACES. * *INSALL 7.0 CU. YDS PER 1000 S.F. NITROGEN STABILIZED ORGANIC AMENDMENT (311 LAYER) PLANT ROOT CROWN SHALL BE 1 " ABOVE FINISH GRADE AFTER WATERING AND SETTLING. 10' LONG LODGEPOLE PINE TREE STAKE - WINDWARD SIDE -2 EACH APPROVED RUBBER AND WIRE FASTENERS (3) FIGURE 8 PATTERN WITH WOOD CROSS PIECES (2) 3" HIGH BERM -OMIT IN LAWN AREA FINISH GRADE BACKFILL SEE NOTE #6 AGRIFORM 20-10-5 TABS 2-1 GAL., 3-5 GAL., 4-15. GAL. 6-24" BOX, 8-36" BOX ROOTBALL UNDISTURBED NATIVE SOIL KVV / DI -ALL PLANTING DETAIL NOT TO SCALE 426.19 PLANTING DETAIL SHRUB (TYP. ) 3" HIGH BERM o FINISH GRADE BACKFILL SEE NOTE #6- ROUGHEN SIDE OF PLANT PIT AGRIFORM 20-10-5 TABS - 2-1 GAL., 3-5 GAL., 4-15. GAL. 1=III 11=11 IIIII II I y 6-24" BOX, 8-36" BOX ROOTBALL EDGE OF PAVEMENT, } ea.• ea.• MOW BAND, OR (TYP.) UNDISTURBED NATIVE SOIL HEADER 2X WIDTH • SEE= PLANT LEGEND FOR PLANT ROOT CROWN SHALL BE 2" ABOVE OF ROOTBALL 5PACING DIMENSIONS GRADE AFTER WATERING AND SETTLING. SHRUB GROUNDCOVER/SHRUB LAYOUT SHRUB PLANTING DETAIL NOT TO SCALE 426.67 PLANTING DETAIL V1 a U � V U � TO� + F-, L� o x NIT U a� N gz 3 W O O „ O A M GA � O MM� F�••1 z WQ aJ Q li C] L9 UlZ_ Z� Z Q JQ J IL DATE REVISIONS SCALE: 1 /n11= 1 1-01, bibbb, NORTH SHEET L-1 OF 4 0 4 C] W L7 J M W Ll W 0 Ln W I 0 E E _�E E E E E -E E �. J- Al 1 3.99 3 " / 4 SPRAY SOD A2 1.0 s " /4 DRIP VINE/ GC A3 1.0 DRIP SHRUB/ TREES A4 1.0 DRIP SHRUB/ GC AS 1.0 DRIP PLANTING STRIP A6 1.0 DRIP GC A7 1.0 DRIP GC INSTALL 1- 3/4" 0 HOSE BIBB ON 30" TALL P.T.D.F. POST A8 1.0 DRIP GC A9 5.46 SPRAY GRASS A 00 1.0 DRIP GC A 11 1.0 DRIP GC ,6-V----_ -48 EXISTING 3/4" WATER METER. VERIFY SIZE AND PRESSURE IN FIELD. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN FIELD FROM DESIGN PLANS. 49 3" LAYER OF BARK MULCH UNDER EXISTING OAK. CONTROLLER'A'. INSTALL PER ALL CODES, ORDINANCES & MFR'S SPECS. HOOK UP TO NEAREST 110V POWER PER ALL CODES & ORDINANCES. 0' 4' 8' 16' 24' SCALE: 1/8" = 1'-0" 32' IRRIGATION LEGEND WM P.O.C. POINT OF CONNECTION. EXISTING 3/4" WATER METER - VERIFY PRESSURE AND METER SIZE IN FIELD. O12 STATION HUNTER - ICORE IRRIGATION CONTROLLER -WALL MOUNT W/PVC CONDUIT RISER AND WIRELESS SOLAR SYNC - SEN(RAIN SENSOR). #ICC-600-PP W/EXTRA MODULES. 0 REDUCED PRESSURE FEBCO 1" #825Y BACKFLOW PREVENTER ASSEMBLY W/ PAINT 2X AND PRIMED. 2X PAINTED 2X DARK FLAT BLACK STEEL ENCLOSURE WITH FROST BLANKET (OR EQ.) D 1-1/2" PVC ISOLATION GLOBE VALVE IN AMETEK BOX 3/4" OR V RAINBIRD PESB R.C.V. IN PLASTIC VALVE BOX. SEE PLAN FOR SIZE 1" HUNTER RCV ZONE KIT #ICZ-101 IN PLASTIC VALVE BOX SCH 40 PVC MAINLINE, BURY 18" DEEP MIN., SIZE PER PLAN (1"). SCH 40 PVC LATERAL LINE, BURY 12" DEEP MIN. 1/2" POLYETHYLENE DRIP LINE W/ 1/4" TUBING AND 2 GPH EMITTERS. EMITTER SPACED @ 12" O.C. - - - - SCH 40 PVC SLEEVE,BURY 18" DEEP MIN; 24" DEEP MIN. IN AUTO AREAS; SIZE PER PLAN. E3 FLUSHING VALVE @ END OF DRIP LINE (RADIUS = 8'- 15') HUNTER PRO MP ROTATOR HEAD - 12 - PRS30 - CV - MP1000 360 12" POP-UP SHRUB MPR HEADS 0.84 GPM @ 40 P.S.I. S HUNTER PRO MP ROTATOR HEAD- 12 - PRS30 - CV - MP1000 270 if0.63 GPM @ 40 P.S.I. HUNTER PRO MP ROTATOR HEAD - 12 - PRS30 - CV-MP1000 180 to0.42 GPM @ 40 P.S.I. Q HUNTER PRO MP ROTATOR HEAD - 12 - PRS30 - CV-MP1000 90 if0.21 GPM @ 40 P.S.I. 9.76INDICATES STATION NUMBER Q11 INDICATES GPM DEMAND PER VALVE INDICATES VALVE SIZE 3/4" HOSE BIBB ON 24" TALL REDWOOD POST. (1 EA). IRRIGATION NOTES 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN THE PAVED AREAS OR BUILDINGS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS WITH PLANTING, PIPINGS, UTILITIES AND ARCHITECTURE WHERE POSSIBLE. 2. DO NOT WILLFULLY INSTALL THE SYSTEMS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, GPM AVAILABILITY, OR PRESSURES EXIST THAT MAY NOT HAVE BEEN INCLUDED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY AND LAND. ARCH. FOR A DECISION. IN THE EVENT THAT NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 3. 120 VOLT ELECTRICAL POWER OUTLET AT THE ELECTROLIER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE FINAL HOOK-UP FROM REMOTE CONTROL VALVES TO CONTROLLER. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, UTILITIES, PIPING, BUILDINGS, ETC. THE IRRIGATION CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR FOR THE INSTALLATION OR PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, STRUCTURES, ETC. 5. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES BY A LICENSED LANDSCAPE CONTRACTOR AND EXPERIENCED INSTALLERS. CONTRACTOR TO OBTAIN AND PAY FOR ALL IRRIGATION PERMITS AND REQUIRED FEES. 6. CONTRACTOR IS TO CONFIRM THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY, OR DURING THE PERFORMANCE OF THEIR WORK AT NO ADDITIONAL COST TO THE OWNER. CALL USA ALERT 3 DAYS PRIOR TO ANY EXCAVATION (800) 227-2600.(811) 7. SYSTEM IS BASED UPON A STATIC MAINLINE PRESSURE OF 60 P.S.L. A PRESSURE REDUCER MAY (MAY NOT) BE REQUIRED SO THAT THE STATIC MAINLINE PRESSURE AS MEASURED AT THE POINT OF CONNECTION ( AFTER THE BACK FLOW DEVICE) IS 80 P.S.L. AFTER CALCULATING PRESSURE LOSSES, THE SYSTEM IS DESIGNED TO OPERATE AT APPROXIMATELY 40 P.S.I. WORKING PRESSURE AT THE HEADS. THROUGH ANY ONE VALVE, THE SYSTEM IS DESIGNED TO OPERATE AT A MAXIMUM OF 20 GPM ON 3/4" METER. AND NO MORE THAN 1 VALVES SHALL BE RUN AT THE ANY ONE TIME. 8. TRENCHES ARE TO BE OF SUFFICIENT DEPTH TO PROVIDE 18" OF COVER OVER MAINLINE. MAINLINE TO BE VISUALLY INSPECTED FOR LEAKS UNDER FULL OPERATING PRESSURE PRIOR TO BACKFILLING. MAINLINE UNDER STREETS TO BE 24" DEEP; MINIMUM. 9. FLUSH MAINLINES PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES. FLUSH LATERAL LINES PRIOR TO THE INSTALLATION OF IRRIGATION HEADS. MAINLINE TO BE VISUALLY INSPECTED FOR LEAKS UNDER FULL OPERATING PRESSURE PRIOR TO BACKFILLING. 10. IRRIGATION CONTROL WIRE SHALL BE #14, U.L. APPROVED FOR DIRECT BURIAL. COMMON WIRE SHALL BE #14 U.L. APPROVED FOR DIRECT BURIAL, WHITE IN COLOR. INSTALL DRY SPLICE "SPEARS" CONNECTORS. WIRES TO INDIVIDUAL REMOTE CONTROL VALVES SHALL BE A COLOR OTHER THAN WHITE. ALL SPLICES SHALL BE MADE WITHIN REMOTE CONTROL VALVE BOXES. LEAVE 24" EXCESS WIRE COIL AT REMOTE CONTROL LOCATIONS. RUNS OVER 250' SHALL BE #12 U.L. APPROVED WIRES. INSTALL ONE SPARE FROM CONTROLLER TO EACH GANGED VALVE LOCATION. 11. ALL EXCAVATIONS SHALL BE BACKFILLED TO 90% COMPACTION (MIN.). CONTRACTOR TO REPAIR SETTLED TRENCHES FOR ONE YEAR AFTER COMPLETION OF WORK. 12. CONTRACTOR TO MAKE MINOR ADJUSTMENTS IN HEAD LOCATIONS AND ADJUST AND ADD HEADS IF NECESSARY FOR RADIUS (ARC IF APPLICABLE), FOR OPTIMUM COVERAGE AND ELIMINATE SPRAYING ONTO PAVEMENT, BUILDINGS, AND WALLS. USE FLAT SPRAY NOZZLES NEAR ANY BUILDING. 13. CONTRACTOR TO MAINTAIN A SET OF "AS -BUILT" DRAWINGS THROUGHOUT THE COURSE OF CONSTRUCTION AND DELIVER THESE DRAWINGS TO THE OWNER UPON THE COMPLETION OF THE WORK. THE DRAWINGS SHALL BE IN REPRODUCIBLE FORM. 14. CONTRACTOR SHALL GUARANTEE THE SYSTEM AND MATERIALS TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR STARTING WITH ACCEPTANCE AT THE FINAL SITE REVIEW. 15. ALL HEADS WHICH MAY EXPERIENCE LOW HEAD DRAINAGE SHOULD HAVE IN -LINE OR IN -HEAD CHECK VALVES INSTALLED. 16. THE IRRIGATION CONTRACTOR SHOULD ARRANGE WITH THE LAND. ARCH. & OWNER FOR A SITE REVIEW OF THE SYSTEM. CALL WITH TWO DAYS PRIOR NOTICE TO ARRANGE REVIEW DATES. REVIEWS WILL BE SCHEDULED TO REVIEW: 1. PRESSURE TEST TO MAIN LINE PRIOR TO BACKFILLING TRENCHES. 100PSI - 48 HRS. 2. COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANTING. 3. FINAL WALK-THROUGH OF ALL ASPECTS OF THE IRRIGATION SYSTEM. V1 a U ~ A � TO + Vl � U u fq fq U ti v W Fizz o '0 N a 4 a W O O „ O I� W A M GA N O � W Z n LPL O Q - L] Q DLJ - LPL Z� Q LL J- DATE REVISIONS SCALE: 1 /n11= 1 1-01, bibbb, NORTH SHEET LM2 OF 4 0 Q C] W 0 J D m W L1 w 0 Ln W I D 0 1 W ALLEY PUBLIC RIGHT-OF-WAY - -OH- 0 0 0 N w 0 0 0 :n .. c 0 T a O I N 0 N 0 0 0) 3 0 N 0 D 0 / 0) 3 0 N D 0 D 0 U w 0 N O N LOT 27, BLOCK 35 EASTON ADDITION TO BURLINGAME NO. 2 (3-RSM-093) (CR# 0571) APN: 026-172-240 1228 BERNAL AVENUE WOOD UTILITY POLE W/ TRANSFORMEI - OH 50. LOT 28, BLOCK 35 EASTON ADDITION TO BURLINGAME NO. 2 (3-RSM-093) PTN. LOT 29, BLOCK 35 EASTON ADDITION TO BURLINGAME NO. 2 (3-RSM-093) FND. IRON PIPE APN: 026-172-250 (18-1_1_S-088) RCE# 20858 1232 BERNAL AVENUE APN: 026-172-260 OFF: S 59°56'10" W 0.24 I 1234 BERNAL AVENUE (CR# 0571) -�- - - _ - - - -- J - - - - - - 55 55 SET 5/8" REBAR / CP-47 i -� MANHOLE V/ YELLOW CAP, LS# 6437 ( &SET SPIKE SET 5/8" REBAR 1.00' OFFSET TO EL. 55.31 f W/ YELLOW CAP, LS# 6437 PROPERTY CORNER ` CLEANOUT IN 2.00' OFFSET TO PROPERTY CORNER OH ��CONCRETE OH NQ -OH- - IN W' _ X -x - - 54.6 X r 54.8 - - - - - 50.00' WOOD RAISED PLANTER PRIVACY IX 9•3f 54.3 FENCE SHED 48" OAK (WOOD) 53.9 --- --- 54.0 TREE 0.3f 21 f \ OVERHEAD \ �` SERVICE LINE OVERHEAD SERVICE LINE I WOOD ELECTRICAL _ _ �I PRIVACY FENCE PANEL & METER 53.7_ X X - - OH OH 55.00' OVERHEAD UTILITY LINE DETATCHED WEATHERHEAD GARAGE 53.6 F.F. EL. 54.1f, 54.0 ®CP 0.3f v d d ° ,kCP o ., p ' . ° GRASS 4, I o p; v Q,, ° CONCRETE 4 0 • DETATCHED 'D$IV,WAY- _ 53.4 GARAGE d CONCRETE STEP I CLEANOUT 12 0 a -p ° 0 (IN BOX) TREE o, p, v d\ DOOR 3.8f a •6 F,F. EL. 54.2f _ LIGHT BEAM INVESTEMENTS, LLC a 4,., c DOOR i ,, ° LOT 10, BLOCK 35 4,'' p F.F. EL. 0 a .4. -p ; . ° EASTON ADDITION TO 54.2f G 205 .9 O a BURLINGAME NO. 2 . ° f oN G ', ° (3-RSM-093) ' APN: 026-172-070 • a . � WEATHERHEAD . � " p- GAS METER -.° _ 1245 DRAKE AVENUE 41 v HOUSE o� a6 v b FOOTPRINT LANDS OF OU & YEH co I - p �' p LOT 11, BLOCK 35 a 'p, OOD EASTON ADDITION TO '� - - RIVACY I- BURLINGAME N0. 2 =NCE d (3-RSM-093) ' APN: 026-172-080 V_ 1233 DRAKE AVENUE p ' 6,000± SQUARE FEET 4\ RIDGE EL. 74.6f o c' � / FRONT DOOR J F.F. EL. 54.3f n , RIDGE EL. 75.9f ar m - o L r -RICKE'T. ° � 2 1 ENCE - HOUSE - o PORCH o p"� FOOTPRINT EL. 53.7t , v - o n I p, I CHIMNEY ,a ' . °_\ 3.7f -. v a 52.4 I 10.1 f - 52.8 o, p' .° STEPS 0 o . p TREE TREE 6" - o a\ S TREE 4 ' a OAK 20.Of 1 VY TE v1. a 20.0f _ \ _ _, WOOD UTILITY POLE - -OH 0 O 0 N w 0 0 0 ;n .. LOTS 8, 9, & PTN. 10 BLOCK 35 EASTON ADDITION TO BURLINGAME N0. 2 (3-RSM-093) OH F TOPOGRAPHIC SURVEY LANDS OF OU & YEH LOT 11, BLOCK 35 EASTON ADDITION TO BURLINGAME NO. 2 (3-RSM-093) 1233 DRAKE AVENUE CITY OF BURLINGAME SAN MATEO COUNTY CALIFORNIA OH 0 SCALE: 1" = 8' MARCH 2O21 QUIET RIVER Land Services Inc. 6747 Sierra Court, Suite K Dublin, CA 94568 (925) 734-6788 Phone LOT 7, BLOCK 35 EASTON ADDITION TO BURLINGAME NO. 2 (3-RSM-093) (36-LLS-036) APN: 026-172-030 1257 DRAKE AVENUE I FIND. IRON PIPE FIND. IRON PIPE U - � LS# 5454 LS# 5454 I 4", p , v S7 p v d\ I FIND. IRON PIPE (CR# 0420) (CR# 0420) a �� q o • p LS# 7701 OFF: IN 55°04'00" W 0.10' OFF: IN55°04'00" W I v _ - BRICK ` t _ - - (36-LLS-036) 0.10' 4, • p ' ° RET. WALL (PER 47-LLS-071) 0 a - 4 ' HT. 1.7't .4 - 50.00' 49.1 v _ _ 50.00 /50J _ 55.00' 195.05' 50.00' 48.4 ✓ 6ti - 4$.8 5p R- _ BASIS OF BEARINGS N 55'04'00" W 350.05' (I.P.-I.P.) - - a o . p _ - a - - , v - o . 49.5 _ \ r - 49.9 (PER 47-LLS-071) v - o . p' °_ a ��% p _ - d o p , v SET NAIL & TAG, LS# 6437 FIND. IRON PIPE CONCRETE SIDEWALK - o • �' . ° d Q , - �RI RET, aN,4�L - o , .v d - o . c (IN CONCRETE DRIVEWAY LS 7701 a ' 4 p' - , v a AT BASE OF BRICK WALL # ° n " . a p - o "' v d - a6F��, 0>5'f - a • 6 . _ _ ) (36-LLS-036) 4 8. 0 T48'2'DRIVEWAY 48.5 48.8 M -11, DRIVEWAY 48.6 e % ®CP 47.6 48.9 , - 49.2 TO BROADWAY 48 CP-47 WOOD POLE ® SET NAIL W/ STREET LIGHT 48.38f WATER METER DRAKE AVENUE 50' WIDE RIGHT-OF-WAY TO EASTON DRIVE SETBACK TABLE HOUSE # APN FRONT SETBACK 1265 026-172-010 9.1, 1261 026-172-020 17.3' 1257 026-172-030 26.1' 1253 026-172-040 19.8, 1249 026-172-050 50.4' 1247 026-172-060 35.1' 1245 026-172-070 20.0' 1233 (SUBJECT) 026-172-080 20.0' 1229 026-172-090 22.9' 1225 026-172-100 20.5' 1223 026-172-110 20.5' 1217 026-172-120 20.8' 1213 026-172-130 21.6' 1209 026-172-140 22.8' 1205 026-172-150 23.4' 1201 026-172-160 23.9' AVERAGE: 23.4' 8 4 0 8 SCALE: 1 " = 8' LEGEND BASIS OF BEARINGS RECORD OF SURVEY NO. 3288 FILED IN BOOK 47 OF LICENSED LAND SURVEYS AT PAGE 71 IN THE RECORDS OF SAN MATEO COUNTY, AND TWO FOUND MONUMENTS AS SHOWN. 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.) NO TITLE REPORTS WERE SUPPLIED FOR THIS PROJECT AND ONLY LIMITED PROPERTY/DEED RESEARCH WAS DONE, CONSEQUENTLY EASEMENTS OF RECORD, IF ANY, AND ANY RECENT CHANGES IN LAND PARCEL BOUNDARIES WILL NOT BE REFLECTED HEREON. UNDERGROUND UTILITY LINES WERE NOT LOCATED FOR THIS SURVEY. 2.) DATE OF FIELD SURVEY: MARCH 22, 2021 3.) PROJECT BENCHMARK: TO BE DETERMINED AT TIME OF CONSTRUCTION 4.) CONTOURS SHOWN HEREON ARE AT ONE FOOT (1.0') INTERVALS 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 MARCH 22, 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 TWLE BEST OF MY KNOWLEDGE AND BELIEF &I-,' 1' '__t9_/ _ 3/30/21 KEVIN M. McGU1 E, CA PLS #6437 DATE AD AREA DRAIN APN: ASSESSOR'S PARCEL NUMBER CID CONTROL POINT CO CLEANOUT CONC. CONCRETE EL. ELEVATION FIND. FOUND HT. HEIGHT ICV IRRIGATION CONTROL VALVE RET. RETAINING WALL X 33.0 SPOT ELEVATION ® SURVEY CONTROL POINT 19 PROJECT BENCHMARK SET 5/8" REBAR 0 W/ YELLOW CAP, LS# 6437 FOUND IRON PIPE (AS NOTED) SUBJECT PROPERTY LINE - - ADJOINER PROPERTY LINE - - - - - - - - - - - EXISTING EASEMENT MAJOR CONTOUR -------- MINOR CONTOUR nH OVERHEAD UTILITY LINE - X X X EXISTING FENCE LINE ® AREA DRAIN t HOSE BIB D4 VALVE �j MANHOLE 7 CATCH BASIN ® WATER METER -a)o GAS METER .0. FIRE HYDRANT 0 CLEANOUT 0 SHEET 1 OF 1