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Home My WebLink About120 Bloomfield Road - PlansBUILDING CODE NOTES • GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS • EXIERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY IINE WILL BE BUILT OF ONE HOUR RRE-RATED CONSTRUCTION. 2016 CRC TABLE R302.1 (1) OR 2016 CBC, TABLE 602. • THE WALLS BETWEEN iHE GARAGE AND iHE CONDIiION SPACE WILL BE BUILT OF ONE HOUR FIRE-RATED CONSTRUCTION. 2016 CRC TABLE R302.1 (1) OR 2016 CBC, TABLE 602. CONSTRUCiION HOURS WEEKDAYS: 8:00 AM - 7:00 PM SATURDAYS: 9:00 AM - 6:00 PM SUNDAYS AND HOLIDAYS: NO WORK ALLOWED (SEE CITY OF BURLINGAME MUNICIPAL CODE, SEC110N 18.07.110 FOR DETAILS) CONSTRUC110N HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMIiED TO WEEKDAYS AND NON-CITY HOLIDAYS BETWEEN 8:00 AM AND 5:00 PM. BUILDING CODE SUMMARY CONSTRUC110N T1PE BUILDING CODES FIRE SPRINKLERS TYPE IV 2016 CALIFORNIA BUILDING CODE 2016 RESIDENTIAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA GREEN BUILDING CODE 2016 CALIFORNIA FIRE CODE ALL LOCAL AMENDMENTS/ORDINANCES 18899 & ALL LOCAL SUB-TRADE CODES YES PROJECT DATA PROJECT ADDRESS: APN: ZONE DISTRICT NET LOT SIZE ALLOWABLE FLOOR AREA PROPOSED fL00R AREA EXISTING HOUSE NEW ACCESSORY UNIT NEW ATTACHED GARAGE 120 BLOOMFIELD ROAD 029-273-220 R-1 8,662.5 SF 4,172 SF 2,457 SF 640 SF 271 SF TOTAL PROPOSEO FAR 2,157 SF PROJECT DESCRIPTION NEW ACCESSORY DWELLING UNIT WITH NEW ATTACHED GARAGE VICINITY MAP GENERAL NOTES L 0 1. SANITARY SEWER LATERAL FROM THE PROPOSEO ACCESSORY DWELLING UNIT SHALL BE CONNECTED TO THE EXISTING LATERAL ON PRIVATE PROPERTY SIDE PER MUNICIPAL CODE 15.08.050, NO SUB-LATERAL TO THE MAIN SEWER IS PERMITTED 2. WHERE THE PROPERTY LINE IS LESS THAN lEN (10) FEET FROM THE EXIT TERMINAL OF ANY NEWLY INSTALLED OR REPLACEMENT HIGH EFFICIENCY MECHANICAL EQUIPMENT, THE PIPE SIZE OF THE FINAL TI (10) FEET OF NAY TERMINAL MUST BE INCREASED TO iHREE INCHES (3") OR, AS AN ALTERNATIVE, MANUFACTURER-APPROVED BAFFLES MUST BE INSTALLED. ! a�� Y �� LE RESIDENCE �i PLANNING COMbfENT RESPONSE DATED MARCH 12, 2019 Q PLANNING COMMENT RESPONSE DATED NNE 7, 2019 120 BLOOMFIELD ROAD BURLINGAME, CALIFORNIA July 8, 2019 ,!�L � 2 2D19 t;lTl' OF GU�LlNGAME �^��-riJ`„?i�lti(a �;`:i. � A R C H I T E C T U R E BURUNGAME CA 650.239.9061 +vr.Necrch'Aecl�re.com � �� PROJECTINFORMATION Q � TOTAL LOT AREA 8,662.5 SF TOTAL ALLOWABLE LOT COVERAGE � TOTAL AI,LOWABLE FLOOR AREA (8,662.5 X 40%) = 3,465 SF (8,662.5 X 32%) +I,000 + 400 = 4,172 SF Qi LOT COVERAGE 2,236 SF TOTAL FLOOR AREA PROVIDED EXISTING HOUSE 1,246 SF NEW ACCESSORY DWELLING UNIT 640 SF NEW GARAGE 271 SF TOTAL FLOOR AREA 2,157 SF 15' - 0" � � (E) 72° CITY LIQUID AMBER TREE (E) S" CITY MAGNOLIA TREE� ' o � 0 � w � WATER ME 0 Q, SANITARY (E) 37" CITY MAGNOLIA TREE � 1 v � � o 0 0 �E� 5 -� m CONCRET � SIDEWALK �' 1 (E) 5'-0" 1 PLANTER (E)�RU . S REU '. LINE (Fi (E) CURB ' CUT � � (E) SHRUBS (E) DRIVEWAY � (E) 16" (E) (E) SHRUBS �E� o LEMON �E) , SHRUBS TREE PLANTERS PLANTERS m � (E) BRICK EXISTING � GARAGE TO I � � SETBACK LINE PAVERS BE REMOVED � � a � rr, O� IV E� o PLANTERS ° � PLANTERS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � PROPERTY LWE (E) 19" FRUITLESS PEAR TREE e .�� •. .. , ,. e � . � � �. ,. . � � �/\�%►� �.�;`- ��',..� . .� � ' 1►i%�:��1 �i/'��►� (E) GRASS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � EXISTING EXISTING GAS (E) 8" AKEBONO � �E� ELECTRICAL METER TROEERING CHERRY a PLANETERS —SHRUB METER � SETBACK LINE I — — � O � 1 lv^ ^ O�� EXISTING Iv EXISTING HOUSE TO DECK TO (E) GRASS REMAIN REMAIN � (E) 38" APRICOT � TREE , � � E (E) O SHRUBS �E� 21,. FRUITLESS PEAR TREE �E� 2�� FRUITLESS PEAR TREE 120 BLOOMFIELD ROAD R■r'`�I 0�'2' 4' 8' BURLINGAME CALIFORNIA SCALE: 3/16" = 1'-0" � July 8, 2019 (E) 6" FRUITLESS PEAR TREE LE A R C H I T E C T U R E BURl1NGAME CA 650.139.9062 w�.kleorchiteclurecan A100 PROJECT INFORMATION � v TOTAL LOT AREA 8,662.5 SF TOTAL ALLOWABLE LOT COVERAGE � j TOTAL ALLOWABLE FLOOR AREA (8,662.5 X 40%) = 3,465 SF (8,662.5 X 32%) +1,000 + 400 = 4,172 SF Q LOT COVERAGE 2,236 SF TOTAL FIAOR AREA PROVIDED EXISTING HOUSE 1,246 SF NEW ACCESSORY DWELLING iJNIT 640 SF NEW GARAGE 271 SF TOTAL FLOOR AREA 2,157 SF cr I O Qi PLANNING COMMENT RESPONSE DATED MARCH 12, 2019 Qz PLANNING COMMENT RESPONSE DATED NNE 7, 2019 PROPOSED SITE PLAN ��\� �� .�, ..� -.,. . 1��rr��:i �/ I\► 120 BLOOMFIELD ROAD �� o�'2' 4' 8' BURLINGAME, CALIFORNIA SCALE: 3/16" = 1'-0" July 8, 2019 � � - � � exoeosen r�aw warm MErea NEW ADDITIONAL DWELLING UNITS LE ARCHITECTURE suauncar�c ca 650.239.9062 mw. klearcA itttluracwn I � A101 � ►.♦/ � �.�. FLOOR AREA SITE COVERAGE PROJECT INFORMATION � � TOTAL LOT AREA 8,662.5 SF TOTAL ALLOWABLE LOT COVERAGE 0 TOTAI, ALLOWABLE FI,OOR AREA (8,662.5 X 40%) = 3,465 SF (8,662.5 X 32%) +1,000+400 = 4,172 SF Qi LOT COVERAGE 2,236 SF TOTAL FLOOR AREA PROVIDED EXISTING HOUSE 1,246 SF NEW ACCESSORY DWELLING iJNIT 640 SF NEW GARAGE 271 SF TOTAL FLOOR AREA 2,157 SF � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � EXISTING HOUSE TO � � RE MAI N � ----------------------------------- � � � � � � � � � NEW PROPOSED ADDITIONAL DWELLING UNIT Qi PLANNING COMMF;NT RESPONSE DATED MARCH 12, 2019 Qz PLANNING COMMENT RESPONSE DATED JIJNE 7, 2019 FLOOR AREA CALCULATIONS � ��► �� I►�-� -. =�1 -.; . 1►�-��1 .�%`I►►� I"`I"`� 01 '2' 4' 8' SCALE: 3/16" _ 120 BLOOMFIELD ROAD �.-o., BURLINGAME, CALIFORNIA July 8, 2019 LE A R C H I T E C T U R E BURIINGAME CA 650.279.9464 wxw.klearc�ilttl�re.cwn A103 KEY N OT ES I 4O CLEAR GL4Z NGLTI-SLIDE WOOD DOOR WITH LOW-E O1 PRE-FINISH STANDING SEAM METAL ROOF ASSEMBLY. GRAY IN O WOOD SECTIONAL GARAGE DOOR COLOR O6 5" ROUND CONTINUOUS ALUM. GUTTER O2 FIBER CEMENT LAP SIDING BY "ARTISAN". BLUE IN COLOR TO MATCH O PAINTED WOOD COLUMN EXISTING HOUSE 8O 2X10 PANTED WOOD BASE O3 ALUM. CLAD WINDOW WITH LOW-E CLE4R GLAZING O1.5 " X 5.5" PAINTED FIBER CEMENT TRIM BY "ARTISAN" , � 1 1 1 1 DS � 1 1 20 ROOF PLAN Qi PLANNING COMMENT RESPONSE DATED MARCH 12, 2019 Qz PLANNING COMMENT RESPONSE DATED JUNE 7, 2019 J' FLOOR PLANS o �' 2' 4' 6' � o' SCALE: 1 /4"=1'-0" , � EXTERIOR WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OF ONE HOUR FIRE-RATED CONSTRUCTION. 2016 CRC TABLE R302.1(1) § OR 2016 CBC TABLE 602 11 W��S BETWEEN THE GARAGE AND THE CONDITION SPACE WILL BE BUILT OF ONE HOUR-FIRE-RATED CONSTRUCTION. 2016 CRC TABLE §R302.6 (1) OR 2016 CBC SECTION §406.3.4.1. AND WILL COMPLY WITH THE BUILDING ENVELOPE INSULATION REQUIREMENTS. 2016 CALIFORNIA ENERGY CODE TABLE § 150.1-A s-o• 1 1 � .�. � c.. � .. . . , _ M PROPERTY LINE � ELECTRICAL �. . � METER � � . . � �I� BI TANKI,ESS � . � � WATER }iEA1'ER ,�� CONCRETE, 1 � 1 �. , , 120 BLOOMFIELD ROAD BURLINGAME, CALIFORNIA July 8, 2019 BEDROOM PROJECT INFORMATION � TOTAL LOT AREA 8,662.5 SF ' TOTAL ALLOWABLE FLOOR AREA (8,662.5 X 32%) +I,000 + 400 = 4,172 SF �i TOTAL FLOOR AREA PROVIDED EXISTING HOUSE 1,246 SF NEW ACCESSORY DWELLING LTNIT 640 SF NEW GARAGE 271 SF TOTAL FLOOR AREA 2,157 SF ss-o• 47,_6• P$31 10 � 10 11 � � � �� _ � � � � � � . . . .. � � - ��CONCRETE � � . . . . . . . ., � ; � 'v� . ' . � � . . - . � . . . � _ � . . � � M '� wnu, ro . HAVER-19 �i o � � INSULATION Q rr� ' YII IIK . � 10 I �', I�- DW u �I KITCf�N Tv �� I � i, i� �I �� uvArc xooM � /�I � � � I� 10 FLOOR PLAN TOTAL ALLOWABLE LOT COVERAGE 0 (8,662.5 X 40%) = 3,465 SF LOT COVERAGE 2,236 SF W/D � 1 1 1 .� N � LE A R C H I T E C T U R E BURl1NGAUE CA 650239.9062 rxw.kleur[�i(e[lure.can 1 1 � 1 , � GARAGE I � � A❑ � I ,. . � O SIDE ELEVATION Qi PLANNING COMIvIENT RESPONSE DATED MARCH 12, 2019 Qi PLANNING COMMENT RESPONSE DATED NNE 7, 2019 ELEVATIONS o�' 2' 4' 6' � o' SCALE: 1 /4"=1'-0" KEY N OTES O4 ALUM. CLAD MULTI-SLIDE WOOD DOOR WITH LOW-E CLEAR GLAZING �1 COMPOSITION SHINGLE ROOF IN COLOR AND STYLE TO MATCH O WOOD SECTIONAL GARAGE DOOR EXISTING DWELLING UNIT O6 5" ROUND CONTINUOUS ALUM. GUTTER 2 FIBER CEMENT LAP SIDING BY "ARTISAN". BLUE IN COLOR TO MATCH �j pAINTED WOOD COLUMN EXISTING HOUSE 08 2X10 PANTED WOOD BASE O3 ALUM. CLAD WINDOW WITH LOW-E CLEAR GLAZING O �.5 "X 5.5" PAINTED FIBER CEMENT TRIM BY "ARTISAN" � Iv n � � � � �� 120 BLOOMFIELD ROAD BURLINGAME, CALIFORNIA July 10, 2019 10 �TERIOR WALLS LESS THAN FIVE FEET FROM THE PROPERIY LINE WILL BE BUILT OF ONE HOUR FIRE-RATED CONSTRUCTION. 2016 CRC TABLE R302.1(1) § OR 2016 CBC TABLE 602 11 W�LS BETWEEN THE GARAGE AND THE CONDITION SPACE WILL BE BUILT OF ONE HOUR-FIRE-RATED CONSTRUCTION. 2016 CRC TABLE § R302.6 (1) OR 2016 CBC SECTION § 406.3.4.1. AND WILL COMPLY WITH THE BUILDING ENVELOPE INSULATION REQUIREMENTS. 2016 CALIFORNIA ENERGY CODE TABLE § 150.1-A � I. � �.. LE A R C H I T E C T U R E BURtINCAAIE LA 650.2N.9062 .ww.ueorcmt«wre.c� � 2� 4 � 1 i ��►��w�.i A501 � ■ 40 SIDE ELEVATION ■ i i ■ 30 REAR ELEVATION � � �. . I I . O FRONT ELEVATION SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Mana ement Practices BMPs g Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management Non-Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other consriuction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's applicarion instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Elrrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequentiy for leaks and to make sure they are not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. 0 Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Spill Control � 5j s-,:.;=:g�. � y�-" � 6 �� . � ,. � :� . a Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills unmediately. You are required by law to report all si�►ificant releases of hazardous materials, including oil. To report a spill: 1) Dia1911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (S00) 852-7550 (24 hours). Earthmoving .r N r ^ �iA�,`n.. ��..+.�swrya��aNM.YwW � /� J �� J � � � �" ��, : ,xi ' . � . .�. :ia.. ��i�i«� 1,��j�� +• - ...�.. _ • _ :�.: � � , .-. \ y,..._��4i.�,- � k. � � ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. 0 Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, berms, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: - Unusual soil conditions, discolorarion, or odor. - Abandoned underground tanks. - Abandoned wells - Buried barrels, debris, or trash. ❑ Avoid paving and seal coaring in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Protect neazby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw-cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). D If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipmendtrucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as gazbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water-based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non-hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state- certified contractor. ❑ Discharges of groundwater or captured runoff from dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treahnent plant. ❑ Divert run-on water from offsite away from all disturbed areas. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off-site for treatment and proper disposal. � A1000 Dewatering Paving/Asphalt Work Application Landscaping ,..�