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Home My WebLink About1110 Bernal Avenue - Plans� GENERAL NOTES & SCOPE 1. PROTECT ALL EXIST7NG TREES DURING CONSTRUCTON, CONSULT ARBORIST AS REQUIRED. 2. NO EXISiiNG TREES OVER 48' IN CIRCUMFERENCE AT 54' FROM BASE OF TREE MAY BE REMOVED NATHOUT A PROTECTED TREE PERMIT FROM THE PARKS DMSION (55&7330) NO TREES ARE TO BE REMOVED FOR THIS PROJECT. 3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE NALL NOT BE REHABILITATED AS NOTED ON PLANS. 4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATER DR4INAGE DURING CONSTRUCTION. CGC 4.106.2 8 CGC 4.106.3 5. ALL SPRINKLER DRAINAGE SHP,LL BE PLACEO IMO LANDSCAPING AREAS 6. (I� A/C EOUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 60 DBA DAYi1ME (lAAL10PM OR DBA NIGHTTIME (10 PM-7 AMJ AS MEASURED FROM THE PROPERTY L1NE. PER BURLINGAME MUNICIPAL IONING CODE 25.58.050. 7. (E) LANDSCAPE TO REMAIN AND SHALL BE PROTECTED DURING CONSTRUC710N. LANDSCAPE SHALL BE REHABILITATED POST-CONSTRUCTION IF NEEDED. 8. IF PUBLIC WORKS REQUIRES S�DEWALK REPL4CEMENT, POLICY FOR EXPANDING NADTH OF PLANTER STRIP NEEDS TO BE IMPLEMENTED. STREET TREES 1. PROTECT ALL STREEf TREES DURING CONSTRUCTION PUBLIC WORKS NOTES 1. TO REMOVE/REPLACE U1ILITIES, AN ENCROACHMENT PEPoNIT 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 CIN WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER CIN STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTIUN WORKS NATHIN CITY'S RIGHT-0F WAY. 2 GRADING PERMIT, IF REQUIRED WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. 3. ALL ABANDONED SEWER UITERAL OR WATER SERNCE SNALL BE DISCONNECTED AT THE MAIN AND PER qTYSTANDAROS. AN ENCROACHMENTPER6UT IS REQUIRED. 1. ANYWORK IN CITYRIGHT OFWAY, SUCH AS PLACEMEN7 0F DEBR/S BIN IN STREET, WORK IN SIDEWALIC AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROCNMENT PER14ai PIUOR TO STARTINC WORIC PORTA PO7"!Y'S ARE NOT ALLOWED TO BE PLACED IN CITY R/GHi OF WAY. 5. SEWER BACKWATER PROTECTION CER7IFlCATION IS REqU1RED FOR INSTALLATION OF ANY NEW SEWER FUCNRE GER ORDINANCE #17f 0, THE SEWER BACKWATER PROTECTION CERTIflCATE IS REQUIRED PPoOR 70 THE ISSUANCE OF BUILDING PERMIT. 6. ALL WATER LINES CONNECTIONS TO CITYWATER MAINS FOR SERNCES OR FIRE LINE PROTECi10N ARE TO BE INSTALLED PER CITY S7ANDAROS PROCEDURES AND MATEPoALS SPECIFlCATION. CONTACT THE CITYWATER DEPARTMENi FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERNCES AND SERVICES 2' AND OVER N7LL BE INSTALLED BY BUILDER a� � UNDERGROUND FlRE SEFVICE CONNEC710N5 SHALL BE SUBMITTED AS SEPARATE UNDERGROUND flRE SERNCES PERl19T FOR REVIEW AND APPROVAL PUBLIC WORKS ADU NOTES 1. SANITARY SEWER L4TERAL FROM THE ACCESSORY DWELLING UNIT SHALL E CONNECTE� TO THE EXISTING LATERAL ON PRIVATE PROPERN SI�E PER MUNCIPAL CODE 15.08.050, NO SUB-LATERAL TO THE MAIN SEWER IS PERMI7TED. 2. A SEPARATE ADDRESS TO THE ADU IS REQUIRED, PLEASE COMPLETE THE APPLICATION FORM STORMuWATER CHECKLIST NOTES 1. DIRECi ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FOR IRR/GA710N OR OTHER NON-POTABLE USE. 2 dRECT RUNOFF FROM SIDEWALKS, WALKWAYS. AND/OR PATIOS ONTO VECaETATED AREAS. 3. DIRECT RUNOFF FROM DILVEWAYS AND/OR UNCOVERED PARK/NG LOTS ONTO VEGETATED AREAS. 4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PA770S NATH PERMEABLE SURFACES. 5. USE MICOR-0EfENT10N, INCLUDING DISTRIBUTED L4NDSCAPE-BASED DE7ENTION. 8. PROTECT SENSITIVE AREAS, INCLUDING WEMND AND RIPARIAN AREAS, AND MINIMI2E CHANGES TO THE NANRAL TOPOGRAPHY. 7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY' OR E�UIVALENT. 8. (A.) RETAIN EXISTING VEGETA710N AS PRACi1CABLE (B) SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLU�E PLANTS THAT ARE PEST-ANDlOR DISEASE-RESISTANT, DROUGHT-TOLERANT, ANO/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES AND �UICK �2ELEASE FERTILIZERS. 9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER. 10. TEMPOR4RY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANEM EROSION CONTROLS ARE ESTABLISHED. - 71. DELJNEATE NATH FIELD MARKERS THE FOLLOVNNG AREAS: CLEARING LIMITS, EASEMENTS, SETBACKS, SENSI7IVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE COURSES. 12. PROVIDE NOTES, SPECIFICAT10N5 OR ATTACHEMENTS DESCRIBING THE FOLLONANG: (A) CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLl1DE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GR401NG, EXCAVATION, FIW NG, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATiVE COVER 8 MULCH, INCLUDE METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR TEMPORARY AND OR PERMANENT IRRIGATION 13. PERFORM CLEARING AND EARTH MOVING ACTIVITES ONLY DURING DRY WEATHER 14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL NECESSARY PERMITS. 15. PROTECT ALL STORM �RAIN �NLETS IN VICINITY OF SITE USING SEDIMEM CONTRO�S (E.G. BERMS, SOCKS, FIBER ROLLS OR FILTERS) 16. TR4P SEDIMENT ON-SITE, USING BMP'S SUCH AS SE�IMENT BASINS OR TRAPS. EARTHEN DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BL4NKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, ETC. 17. DNERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFFSTE RUNOFF AROUND THE SITE (E.G SWALES AND �IKES) 18. PROTECT ADJACENT PROPERTIES AND UNDISNRBED AREAS FROM CONSTRl1CllON IMPACTS USING VEGETAi1VE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE. 19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. 20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATE� AREA WHERE WASHWATER IS CONTAINED AND TREATED. 21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERUILS/WASTES PROPERLY TO PREVENT CONTACT 1MTH STORM WATER. Y1. CONTRP.CTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S. 23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENiIAL POLLUTANTS, INCLUDING PAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL COPPER, AND NONSTORMWATER �ISCHARGES TO STORM �RAINS AN� WATERCOURSES. 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I u . r, C ' 0 1 � ' > 0 - - � - �_ i � i = C g > � �:�_.�_ H w c7 = ' 2 --- 2 -- ' a ��.;= a :=a p u� N 1 N � I � N 0 � � - � __ � E - = ' O - �� u' � L'l_ 9 '� : y J !^. PA: J ! e-� xti ee. F�yr ;,ii.��: �w�� form+ one DESIGN ■ PLANNING � _ H V � � a -- � _ 'a � _ �� - � � U � a a - _ r.0 aC w = a a � � Wm � H - y o o a - ,-� ,-� a f/� �--I rl 'J :. .. rl rl CY7 .. F : - A1.0 Sheet Scale: SeeDetails ZfJ�) 6'-O" SOLID WOOD �� FENQNG PWS I 2" IAiTICE (E) FENCIN6 T�E (N) EVERGREEN PRI VACY HEDGE (N) 6'-d' SOLID WOOD FENQNG PLUS I 2" LA'f710E - — — — (E) PRUNUS TREE i'O BE REMOVED � _ �_. � � — � � _—� — -- ;=.r� ,`� r I`O 9 --- zs-ti ��o�o o�o o�a�.� ��..� =oz��z�2 �.� ; �. � _�_ _ _ � �_y - ,;. �N� •,, . '�� - (N) C�TRUS � � (N) [ �N� GARAGE TREe �N�Eir2u5 ( GARAGE (N} r � �a,wN � OF (E�StiED � :MOV D �L,, I � � `i� � � d�g �b,! �� cN� `�'� - � cN� � � GONCRET� ��,, �� •'�� - ' STONE PATIO Fi�SP,ONE UNIT PAVER `��; 7 � � 8 •ie°rnu DRIVEWAY7 �., ;' ' `/ � (N) 3' TALL BBQ / � � '�:i coUNTERTOP W/ � :^�; 6" BACKSPIASt1 E (E) MAPLE TREE STOR.4GE BELOW TO BE REMOVED � � (N) GAS METER �— I O'-C (E) RESIDENGE P/OOD FENCING PLUS 12"IATTICE (N) EVERGREEN— pR1 VACY h1ED6E 3 �� F R�� (N) EVER6REEN �T PRIVACYTREES � 4 (N) EVERGREE� ' ESPAl1ER VWE �N) 6RAVEL PATYi (N) LAND N�GE� RESIDENCE � RE P,�NN 6WAL� . . "�7 � • N N) 6'-d' STEEL GATE �' '�.,,. � �}'��,�.-. OUTLINE OF PROVIDE KNOXKEY 23 (E) DRIVEWAYTO � iWITCFt PER FIRE r� .�` BE REMOVED � _:. )EPT. REQUIIZEMENT , i' . 7 �� zs � �_. 'N ' ! _ � (N ON 5 � �,�: � .. C � - �Y.n._ \' 2 : -„-, , 1- .., � (N7 STONE � r _ _ .� � POIZChi / STEPS . N • 'r � zt �; r �,� , I� --- co �c�r �` . � �•.� L ` � � (N) � ❑ � UNIT PAVER 6 �� AmTONE — CONCRET � �N� DRIVEWAY ` � (N) � UNIT PAVE� (N� srePPiN� �� <' ' - DRIVEWAY - ��/�J � 5 ONES 'SEf - . � � . � c : FWSh1 W/ LAWN a � � — _ �-- ,� — — — /`�v� /�� /`�� N1 �� , � = +-'"`'.1� " ��..�.�� +��v0000v 9 : � � � '� � •i _—.:. _... _ .r— �a,wni 7 ; � : �� I� t �N� N L �N� CONCRETE STONE � � �NIT PAVER PATIO % � � DRIVEWAY N , CN�UNTERTOP W% �I� FNREP � �� 6" BACKSPLASr1 ! STORAGE BELOW r��y i Zz z� zz zz N 23 !J +If I 7U��; r' \\\ J 3 f'�`S`� (N) GAS METER � N j 9 6 J � �� :� '� (N)ACUNIT N � )-� � = -ro �PNRIVACYTREES (N) � � (N) GRAVEL PATH �� (N) 6'-O" SOLID WOOD �SIDENCE � ; FENCING PLUS I 2" LA�ICE FN�NCIO" SOLAIDEWOOD • • _— '_"_ _—�"" PER C N TREEEL15T {� STEPPING STONE � Ef ON SAND BASE TEO BE REMOVED E BER LANDSCAPE PLAN LOT 17 SCALE: 1/8" = 1'_0" STONE'SET SAND BASE 7RUM TREE �l' SPEC,-'�� N U E 5 P T� �� ORECS QTDS LANDSCAPE PLAN LOT 16 SCALE: 1/8" = 1'-0" � OUTLINE OF fE) GARAGE TO BE REMOVED WOOD I 2" LATTICE (NJEVERGRPEN PI21 VACY TREES (E) RESIDENCE KEY 0 O� Z aZ ` �� o� ? a= (N) EVERGREEN (E) TREES TO BE REMOVED �� ..s_T — _ � (Ep) PITTOSNPORUM TREE TPAS� PROPERN LINE (N) CONCRETE DfZIVEWAY APRON 'INSTALL PE�2 CI7Y 5?ECS / STDS �NNSTALL PRECIN SPECS%TSTDS A 'z � • .1 �e �'� � � ��. (N) CONCREfE DI ApRON 'INSTALL SPECS / STDS eE .� "� V � i U ca � Q CC1 U N W��.(� `v � CCi � U L �; � ��1 @ ?n,n�m `a a� Q W � U� ZJ U Qw � Q � � z WJ � �� m zw OQ /�J Vl a Z J � W m � O �alloscnae PLAN L1.0 SHEETINDEX (') = FUTURE BUILDING SHEETS T1.0 TITLE PAGE ARCHITECTURAL DRAWINGS � 1110 BE RNAL AVE . LLC GN GENERAL NOTES + gURLINGAME REACH CODE CHECKLIST qy.0 PROPOSED 1ST + ZND FLOOR PLAN , + ARBORIST REPORT qy.� PROPOSED F200F PLAN (MAIN HOUSE) 1110 B E R NAL AV E.( LOT # 16 ) SW CONSTRUCTION BEST MANAGEMENT PRACTICES A3.0 PROPOSED FRONT + REAR ELEVATION FAR PROPOSED FAR A3.1 PROPOSED LEFT + RIGHT ELEVATION B U RL I NGAM E, CA. 94010 (-) EXISTING SURVEY A4.0 PROPOSED 6UILDING SECTION . A1.0 SITE PLAN G2.0 PROPOSED GARAGE PLANS � (-) TENITIVE MAP (LOT SPLI� A5.0 CONSTRUCTION DETAILS A9.0 WINDOW + DOOR SCHEDULE N i ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH SYMBOLS BUILDING DATA LANDSCAPEDRAVNNGS o' L1.0 PROPOSED LANDSCAPE PLAN `� & And EXH Exhaust PBD Particle Bd. APN #: :026182-250 L2.0 PROPOSED LANDSCAPE IRRIGATION PLAN *� I d Penn EXP Ex ansion PF8 Prefabricate d � Duplex convenience outlet 8 plate y p ( � LOT AREA: : �,504.37 SQ.FT. L2.5 LANDSCAPE DETAILS �� --�� FloorconvenlenceouUet v Angle EXPO Exposed PL plate (line) I CITY OF BURLINGAME a i @ At EXT Extefiof PLAS Plastef � GRID LINE REFERENCE �� GFI tluplex convenience outlet C Center line FBO Furinshed by PLYWD Plywood � Fourpiex ouuet 0 Dia. Of round OWfICf PNL P8n81(ing) BLDG & WALL SECTION REFERENCE � FAR - I� Artow intlicates direCion ot view Duplex conv. outlet, 12 hot, 1/2 switchetl Perpendicular FDN Foundation PNT Paint(ed) GROUND FLOOR = 1,815 SQ.FT. Letter intlicates builAing sec6on � 220V amerage as per equipment �I # Pound or No. FIN Finish PR Pair - ENTRY/COVERED = 96 SQ.FT. Sheet number FL Floor (line) PRCST Pre Cast � GFI/W.P. weatheryroof oullet COVERED DEDUCT =(96) SQ.FT. DETAIL REFERENCE �. AB AnChor Bolt FLASH Flashing PT Pressure Treated � Numher indicates wall section � Flush mountea floor & ceiling outlet GARAGE = 441 SQ.FT. ABV Above FLOUR Fluorescent sheet number GAR,4GE DEDUCT =(400) SQ.FT. AC As halt Cona FLX Flexiable QT Qua Tile � duncnon box P � EXTERIOR ELEVATION REFERENCE � Telavision outlet SECOND FLOOR = 1,637 SQ.FT. , ACOUS AcouStiCal FOC Face of Conc. � Artow indicates direction ot view � I AOH Adhesive FOF FaceofFin. R R�Se� � TelephoneoWetBplate TOTAL: =3,493 Sa.�. FIRE DEPARTMENT NOTES ADJ Adjustable FOX Face of Stud R,4D Radius sheet number '�-t Fwod �ignt - - AGG Aggregrale FO Finished Opening REINF Reinforce r" 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT THE ENTIRE MAIN HOUSE, UNDEf2 A SEPARATE PERMIT. n Ceiling fiMure AL Aluminum FPL Fireplace RELO Relocate INTERIOR ELEVATION REFERENCE :,r 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PIACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POS�TION AS TO BE AP Access Panel FTG Footing REMO Remove � nrtow indicates direction of view v Wall Ilght PLAINLY VISIBLE AND LEGBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W/ THEIR APX Approximate FURR Furring REQD Required � B Letler indicates building elevation - Sheet number Z Porclein recepticle w/ pull chain BACKGROUND. FUT Future RESIL Resilent �� mairect cove ighting c 3. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENER.4L BD Board RO Rough Opeing 7ir�e svMso�s c�� CONTRACTOR SHALL ENSURE THE DOUBLE VAWE ASSEMBLY FOR FIRE PROTECTION SHALL BE TE9TED AND APPROVED BY A SAN BEL Below GA Gauge RWD Redwood � um r in icat e�evation, wa�l section � RecesseG ceiling can IgMs MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTR,4CTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL. BLK Block(ing) GALV Galvanized or detai� `� 4" receueA low voAage w/ directional tnm 4. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIVIL DRAWINGS PAGE BM Beam GB Grab Bar SSD Sae Struct. Dwg. Sheet number �� Recessea ceiiinp Ight OF THE BUILDING PLANS. THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE 80T Bottom GI Grab Iron SH Shelf Waterproof ceilin0 feMig�t 8 plate LOCATION OF THE DOUBLE BACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LINE AFTER THE SPLIT BETWEEN BRK Brick GL Glass/Glazing SHR Sheathing � e7c7. 000R a wnNoow svMeo� �' `"" '= SEE SECTION 25.26.070 DOMESTIC AND FIRE PROTECTION LINES. BS Both Sides GR Grade (Ground) SIM Similar �'� Indicatesdoor8window number - Recessed waterproote�nenorup �ight 5. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS gTWN Between GYP Gypsum SLR Sealer INTERIOR DOOR SVMBOL � singie poie switoh USE OF BUILDING: RESIDENTIAL LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPEC Spec"rfic2tion �� Indicates aoor number 3 way swdch OCCUPANCY.' R2 SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50 % CAB Cabinet HBD Nard Board SQ Square 10- 6. MIN. 1" WATER METER REQUIRED. V '``-� Swdch w/ dimmer TYPE OF CONST.: V-8 7.�FAN ELECTRONIC GATE CROSSES THE DR/VEWAY, PROVIDE A KNOX KEY SWITCH CONNECTED TO THE GATE TO ALLOW FOR CEM Cement HD Heavy Dury SLD Standard �'�.X_ RevisioN svrnso�s � NUMBER OF STORIES: 2-STORY CER Ceramic HDR Header S. STL Stainless Steel " Cioua arouna revision � 000r activatea swach FIRE DEPARTMENT EMERGENCY ACCESS. E+ N NUMBER OF DWELLINGS: 1 CI Cast Iron HWD Hardware � CO�OR / MATERIAL SYMBOL ,� Motion aeteaor PARKING: N 2- STALL CLG Ceiling HOR Horizontal s�sP Suspended U' Numberindicatescolorana/ormatenal T,�,�s„,„�> �' CERTIFICATE OF OCCUPANCY CLKG Caulking SYM Symmetrical �� SPRINKLERED: (N) FIRE SPR/NKLER CLR Cleaf INT Inlefiof ROOMREFERENCE >� Vecancysensorwltlimmer"manualon" 1. DUE TO THE EXTENSIVE NATURE OF THIS CONSTRUCTION PROJECT, THE CERTIFICATE OF OCCUPANCV WILL BE RESCINDED CMU COnC. M2S. Unit INSUL Insulation T T�ead BED RM.� Room name Vacancy sensor "manual on" ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF OCCUPANCV WILL BE ISSUED AFTER THE PROJECT HAS BEEN FINAL. NO CNTR COu�tOf TB Towel Ba� 203 � Room number g Weatherproof switch CO N S U LTANTS OCCUPANCY OF BUILDING IS TO OCCUR UNTIL A NEW CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. COL Column JST Joist TEMP Tempered +� COMPO COmpOSitiOn JT JOint T&G TOuguB & GroOVe .� MATCH LINE, SHADED SIDE IS � Countertop air swRch CONSIDERED DESIGNER STRUCTURALENGINEER BUILDING + PUBLIC WORKS NOTES: CONC COnC�BtB THRU ThfOugh r. Doorbell pushbulton FORM + ONE DESIGN MIKE MAHMOUDIAN CONN COf1f1BCt 10� LAM Laminate TOS TO Of SurfeCB '� �RK, CONTROL, OR DATUM POINT �- ( ) P c Chime cON7ACT: T�M RADUENZ CONTncT MIKE MAHMOUDIAN � pUBLIC WORKS REQUIRES A SE4VER BACKVYATER PROTECTION CERTIFICATE PR/OR TO PERM/T BEING /SSUED. PLEASE CONTACT CONST COnSIfUCtiOn LT Light TPD T011ef PBpBf - PROPERTY LINE � 4843 SILVER SPRINGS DRIVE 851 BURLINGAME RD. CONT Continuous LVR Lauver Dispensar � smoke aetector pqRK CITY, UT 84098 SUITE 519 PUBLIC WORKS @ 650.558.7239. CPT Carpet TYP Typical ----- - sE7sncK �we 7nertnostat PHONE: 415-819-0304 BURLINGAME , CA. 94010 2. STORM WATER CONSTRUCTION POLWTION PREVENTION PERMIT IS REQUIRED, NOTE: AN INITIAL FIELD /NSPECTION /S REQUIRED MAS Me50f1 � TIM�FORMONEDESIGN.COM PHONE:850.348.3457 �Y speciel outlet PRIOR TO START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OFWAY. DBL Double MC Medicine Cabinet UON Unless Othenvise 'IB EXISTING CONTOURS � Instant start florescent light OWNER ARBORIST 3.RECYCUNG + WASTE REDUCT/ON FORM WILL NEED TO BE SUBMITTED +APPROVED PRIOR TO /SSUANCE OF BUILDING v DEMO Demolish MECH Mechanical MECH Noted � � 1110 BERNAL AVE. LLC KIELTY ARBORIST PERM/T, CONTACT JOE MCCLUSKEY OUR RECYCLING SPECIALIST � 850-558-7273. � DF Dou las Fir MEMB Membrane �andscape iignt 9 UNF Unfinished �� 1110 BERNAI AVE. (LOT# 18) po eox si e7 0. A GRADING PERMIT IF REQWRED, WILL BE OBTAINED FROM THE OEPAR7MENT OF PUBCJC WORKS. DIA Diameter MFR Manufacturer 9�`L � NEW OR FINISHED CONTOURS -� Electrical panel boaid BURLINGAME, CA 94010 SAN MATEO, CA 94403 �i4' DIAG DiegOfl81 MIR MiffOf -+ VERT VBRiC21 / ^q,� � �iy-��ng TITLE24 P:850.525.1484 SCOPE OF WORK DN DOWfI MNT MOUfII(@d) VG Vert. Grain � E Delete existin RICK ROCKLEWIR CIVIL = c„ TOP OF WALL g TRAVIS LUTZ, P.E., QSD/QSP DR DOO� MTL Metal 'C' DE NRG COMPLIANCE INC. pRECISION ENGINEERING 1. NEW HOME CONSTRUCTION DS DoWII Spoul WB WhitB BfOth@1'S A� RE Replace existinB PO BOX 3777 g01 WALTERMIRE STREET DRA D�2w8f NIC NOt ifl �l1/p WOOd � Gas outlet SANTA ROSA, CA 95402 �G TOP OF CURB G PHONE:707-237-6957 BELMONT, CA 94002 COntr2Ct WpW Window P:650226.BB40 Hose bib Ep EBCh NTS NOt t0 SC316 WI WfOU9ht IfOfl �o HB LANDSCAPE ARCHITECT F:850.837.1a59 �`'�' Ceiling/floor supply register MIKE CALLAN EL Elevation W/O Wdh (out) �� suRvev � TOP OF PAVEMENT ELEC ElecViC21 O/ OvBf WP Waterproof �� Ceiling/fioor retum register 83 BOVET RD # 314 pUIET RIVER V I C I N i TY MAP ENCL Ef1CIOSl1fB OC On Center WR Water Resistant �� Well Alfluse� SAN MATEO, CA 94402 8747 SIERRA COURT, SUITE K - EQ EqU81 OPNG Op9fllfig WSCT WeIf15CAt � PHONE: (850) 372-9220 DUBLIN, CA 94588 EQPT EqUiprOeM Qpp OpPO51t0 �-----� FIXTUREOREQUIPMENTSVMBOL � T.VJComDuterOutlet P:925734.8788 �' Eyy Each Way � Central vacuum inlet ro �� / DE: � I r�xcme.ue�-----Q I (EX) EXiSliflg p PI85tiC AulomaticgaragedoorswRch 26-�8 PAR Parallel A Alarm control keypad EXTE R I O R F I N I S H ES `�°""`° "`� ° MATERIAL SYMBOLS APPLICABLE CODES � 0 0� o a �o �o 0 0 0 0� o' o � o 0 o S,; o O WALL FINISH: CEDAR BLUE LABEL SHINGLES � i i � � a � s " �W ROOF: CLASS A, ARCHITECTURAL ASPHALT i r a� s i i� e a io ii ir ia u � P �,� °, 0' •� SHINGLES � Bituminous paving Metal 0 Sand/ Mortad Plaster ; ,. Q q 2019 Cal'rfomia Building Code WINDOWS: WOOD ALUM CLAD VNNDOWS a 0� n nr rs w Lr �n81 H e� �v a i n� i a / is u18 ro , ,y �' •� ' Bari insulation �r'�Y Metal Lath Wood frame construction 2019 Califomia Residential Code W/ SDL SIERRA PACIFIC W! S.D.L. OR EQ. � � '�' ( ',O � � � Bnck Veneer � Marble / tile 0 Existing consVuction 2019 Calrfomia Plumbing Code ;0 " 0 �� O � O� 0 � O; �p �� p p�� p � '� 2019 CalHomia Mechanical Code � Stone Veneer =-, f;= Earth C-� Existing const. removed � ox�,re " �� y� 0 Concrete 2018 Califomia Electric Code . ..�.. �/ ' � Wood � Precastconcrete 2019Ce1'rfomiaEnergyCode DEFERRED SUBMITALS O Oi ; O O O O O O O� O� O O O O � � Concrete Block � Steel � Rigid insulation 2019 Califomia Fire Code � ' a � ► _ � �� i� ,�?t � : <� 1. FIRE SPRINKLER PLAN � I � •� F _ �.. 2. THE HARD LINE ORAINAGE SVSTEM � p I� �� s a s s a q u iY /a q �i CITY OF BURLINGAME MUNICIPAL CODE �• t � s � ' � Gf8V01 / ROCk flll � PIyWOOd � Gypsum board 3. ENCROACHMENT PERMIT /� ° ` � " " � ' � \ � 2019 Califomia Green Building Standards Code 4. STORM WATER CONSTRUCTION POLLUTION PREVENTION O �' �82 " . �� „ 185 Q a CAL GREEN BUILDING MEASURE � n `" g " � " " � ,°' „' � ° � �� CAL GREEN BUILDING CODE CHECKLIST: Single Family to be attached to jobsite building set PERMIT (PRIOR TO PERMIT ISSUANCE) , i , i Zl aers w (INI7IALFEILDISREQUIREDBEiORESTARiOF � i i` �i � All Electrificartion in Accordance W/ City of Burlingame Reach Code Ordinance #1979 coNsrrtucnoN� 0� 0�� 0 O O�; u 7. AN AU70MATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING W1lL BE PROVIDED BY THE BUILDER AND INSTALLED AT 5. SEWER BACKWATER PROTECTION CERTIFICATE � � � � - - . . � OO i �O O ,O' � I s E•� THE TIME OF FINAL INSPECTION. T019 CGC 4. 00. § 3' CONSTRUCTION HOURS (FINISHEDBEFOREISSUANCE) k aeRnuc AYE g , E"� 2. A MINIMUM OF 86%OF THE NON- HAZ4R�OUS CONSTRUCTION + DEMOLITION WASTER GENERATED AT THE SITE WILL BE 6. RECYCLING 8 WASTE REDUCTION FORM (FINISNED � DIVERTED TO AN OFFSITE RECVCLE, DIVERSION, OR S4LVAGE FACILITV PER GTV OF BURLINGAME ORDINANCE � 2019 CGC §4.408 BEFORE ISSUANCF� y� O _ } ` .� 3. AN OPERATION AND MAIMENANCE MANUAL WILL 8E PROVIDED TO THE BUILDING OCCUPANT OR OWNER. N119 CGC §4.410.'I OO OO OO �O O' OO OO OO OO OO O � OO � h� - a uPON REQUEsr, veaiFicnrioN oF coMPunNCE wirH THis cooe rnnv iNauoe coNsrRucrioN oocuMErvrs, Puws, 1. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER �' SEWER IATERAL TEST ENCROACHMENT PERMIT p � � �._ .. .., y � a .,j y� SPECIFICATONS,BUILDERORINSTAL�ERCERTIFlCATION,WSPECTIONREPORTS,OROTHERMETHODSACGEPTABLETOTHE ORREPAIRANYBUILDINGORSTRUCTUREOTHERTHANBETWEENTHEHOURSLISTED (F7N�sHEDBEFORErssUANC� i ¢ � � s a � a o �o a it u N � r -- �SITE E:, BUIIDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WiTH THE 1WH CODE REDUIREMENT.3019 CGC §703.1 B. BAA�MD J-NUMBER = � OO 1 , I BELOW. INISHEDBEFOREISSUANC � � � " ' ' " ' � 5. AT TIME OF ROUGH INSTALLATION, DURING STOR4GE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE � � � - � � - �� - - - � � - �� Hea,rwc, CONSTRUCTION HOURS 9. PREMANUFACTURED ROOF TRUSSES (CBC 1603.1) � te n M es Er p te zr za p q q ,y y � e s i + COOLING 8 VENTIL4TING E�UIPMENT, ALL DUCT AN� OTHER RELAiED PJR DISTRIBUTION COMPONENTS OPENINGS WILL BE 10. (SUPPLEMENTAL) DEMOLITION PERM/T WILL NOT BE � -��- WEEKDAYS: 8:00 A.M. - 7:00 P.M. e 3 pi �r � COVERED W/ TAPE, PL45TIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCV TO REDUCE THE ISSUED UNTIL A BUILDING PERMIT IS ISSUED FOR THE I i AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (COC �.60{.i). SATURDAYS: J:OO A.M. - 6:00 P.M. aaodecT � � � 0 B' 0 E � � OO OO � � � �O �� SUNDAYSANDHOLIDAYS: NOWORKALLOWED 17.ATT/MEOFBWLDINGSUBMITlAL:ANEROSIONCONTROL - � PLAN AND STIPULATE ON DRAVNNGS THE REMOVAL AND � ��'�W✓� �vE S R HIDDEN CONDITION NOTES (SEECITYOFBURLINGAMEMUNICIPALCODE,SECTION13.04.100FORDETAILS) REPLACEMENTOfSIDEWALK,CURB,GUTTER,SEWER L4TERAL, + y�q7ER LINE TO THE PUBLIC WORKS DEPART. �y CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS 12. SUPPLEMENTAL DEMOLITION PERMIT APPLICATION (IF BEYF.RLY 7�RFiACE UI�� Q pApCEL YAP YQL Jt�u 1. An hidden conditions that re llifB WOfk l0 b2 erformed be Of1d th8 SCO e Of lhB bUildifl REQUIRED) WILL BE SUBMITTED AT TIME OF BUILDING ��• � E�SRw .VAWT/o,v nqi Riv J 0.i Sh y q p y p g permit issuad AND NON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M. suernirrr,�, Nore: rtreneMourwNveRM�rwa� Noree - for these plans may require further City approvals including review by the Planning commission. �ssuen uNia a BwlaNc PERMIr is issuEO FOR pRorecr. � Sc � � v u ro 0 � � 5 � 0 ,{ 1� a � 11 U m v 0 a o0000 �� ti �~m� Y.; qQ� a; E� W � C7 z z � 0 � N 1 N � � N O � �-i H O a � 2 a � Su4T_R SPhI::�S L�i?i'E "_ty, uT B;99B I:�.n19.C3C4 ..: TIM@i0�iM0\E�ESI=V.COP1 ��' � irm� one '�IGN ■ PLANNING I i � ' E i N ��,, U 0 o II, .. a -- � a :� W W z � � U �' d ' � F; Z Z � I : � � [0 W 2 H O O � , rl �-i .�J i �� ', rl r-i CQ I .. � I A T1.0 �et ale: SeeDetails MECHANICAL NOTES: ELECTRICAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA 1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA 13. ALL INCANDESCENT LIGHTING FIXTURES RECESSED 14. PATCH AND REPAIR ANY DAMAGES TO FLOORS, MECHANICAL CODE (CMC) AND ALL APPLICABLE FEDERAL, ELECTRIC CODE (CEC) AND ALL APPLICABLE FEDERAL, INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO WALLS, CEIUNGS, HARDWARE, FIXTURES, WINDOWS, STATE AND LOCAL CO�ES. STATE, AND LOCAL CODES AND ORDINANCES. CLEARANCE INSULATION COVER PER 2019 CALIFORNIA ETC. AS A RESULT OF THE DEMOLITION PROCESS. 2. MECHANICAL CONTRACTOR TO ACCEPT SOLE 2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLED ENERGY CODE AND RATED IC OR APPROVED EQUAL MATCH EXISTING ADJACENT FINISHES AS CLOSELY AS RESPONSI8ILITV FOR PROPER DESIGN AND INSTALIATION AT CRAWL SPACES AT OR BELOW GRADE, AND MEETING UL R4TING OR OTHER TESTING /RATING POSSIBLE. OF MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BY OUTDOORS SHALL HAVE GROUND-FAULT LABORATORIES RECOGNIZED BY THE ICC. 15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OF OTHER FOR SPECIFIC INFORMATION. CIRCUIT-INTERRUPTER (G.F.C.I.) PROTECTION. ALL 14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEW ANY MATERIALS AND/OR EQUIPMENT, OR W1TH THE 3. MECHANICAL CONTRACTOR TO COORDINATE WITH RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE ELECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRICAL CONS7RUCTION DOCUMENTS, THE CANTRACTOR SHALL GENERAI CONTRACTOR TO DESIGN AND INSTALL GROUN0.FAULT CIRCUIT INTERRUPTER (G.F.C.I.) WORK SHALL BE DESIGNED AND BUILT IN ACCORDANCE CLARIFY THE OUESTIONS W7 THE DESIGNER BEFORE SUITABLE DISTRIBUTION SYSTEM PER?ITLE 24. MECH. PROTECTION. WITH THE NATIONAL ELECTRIC CODE AND APPLICABLE PROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/O CONTRACTOR TO FIELD VERIFY AND DETERMINE SIZE AND 3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A CODES, STANDARDS AND REGULATIONS FOR BUILDING THE DESIGNERS AND OR OWNERS APPROVAL. CONFIGURATION OF DUCTS AND REGISTER. SEE SHEET DETECTOR SHALL BE INSTALLED IN EACH SLEEPING LIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING. �6. TOTAL THICKNESS OF NEW WALLS SHALLMATCH INDEX FOR LOCATION OF TITLE 24 CONFORMANCE ROOM AND AT A POINT CENTRALLY LOCATED IN THE ELECTRICAL CONTR4CTOR IS RESPONSIBLE FOR THAT Of A�JACENT WALLS. WORKSHEETS AND ENERGY COMPLIANCE NOTES WITHIN CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED OBTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTOR »� THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, THIS SET. HVAC DUCTS LOCATED IN ATTIC SPACE SHALL FOR SLEEPING PURPOSES. A DETECTOR SHALL 8E TO PROVIDE COMPLETE DESIGN-BUILD ELECTRICAL OR PATCHING OF WURK THAT MAY BE RE�UIRED TO BE PL4CED AS CLOSE TO PERIMETER AS POSSIBLE SO AS INSTALLED ON EACH LEVEL OF A MULTI-STORY SYSTEM AS REQUIRED TO PROVIDE THE (NEWj SERVICE MAKE ITS PARTS FIT TOGETHER PROPERLY AND SHALL NOT TO INTERFERE W1TH USEABLE ATTIC STOR4GE DWELLING, INCLUDING BASEMENT LEVELS. IN SHOWN (SCHEMATICALLY) ON THE DR4WING5. NOT ENDANGER ANY OTHER WORK BY CUTTING, SPACE. SPIIT-LEVEL OR MULTI•LEVEI FLOORS, A SMOKE GENERAL NOTES: �CAVATION, OR OTHERVNSE ALTERING THE TOTAL 4. MECHANICAL LAYOUT SHONM IS SCHEMATIC AND IS DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, ALL WORK SHALL COMPLY W/ THE 20f8 EDITION OF THE CA. �RK OR ANV PART OF IT. ALL PATCHING REPAIRING, SHOWN FOR DESIGN INTENT ONLY. OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINS BUILDING CODE AND ALL OTHER CODES AND AND REPLP,CING OF MATERIALS AND SURFACES, CUT 5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIRED SLEEPING AREAS. WHERE THE CEILING HEIGHT OF A RE�UIREMENTS, IN THEIR MOST RECENT EDITION OR DAMAGE IN EXECUTION OF VJORK, SHALL BE DONE APPLIANCES BY COMBUSTION AIR DUCTS PER (CMC) 8 ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS �NCLUDING THE FOLLOWING: W/ APPLICABLE MATERIALS SO THAT SURFACES CPC. VERIFY DUCT SIZE WITH MANUFACTURER'S EXCEEDS THAT OF THE HALLWAY BY 24 1NCHES, SMOKE 2019 CALIFORN/A PLUMB/NG CODE REPL4CED WILL, UPON COMPLETION, MATCH SPECIFICATIONS. DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN p019 CAUFORNIAMECHANICAL CODE SURROUNDING SIMILAR SURFACES. 6. FURNACES OR BOILERS SHALL BE INSTALLED PER THE ADJACENT ROOM. DETECTORS SHALL BE INSTALLED y019 CALIFORN/A ELECTRlCAL CODE 18. ALL WORK SHALL BE SCHEDULED AND PERFORMED MANUFACTURER'S SPECIFICATIONS AND SHALL MEET THE IN ACCORDANCE WITH APPROVED MANUFACTURER'S y. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS SO AS NOT TO DISTURB ANY OTHER TENANTS IN THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE INSTRUCTIONS. WHEN THE VALUATION Of AN ADDITION TO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIES BUILDING. ANY WORK THAT WIIL DISTURB ANOTHER (CMC) OR REPAIR EXCEEDS $1,000.00, OR VNiEN ONE OR MORE qND TR4NSPORTATION NECESSARY FOR A COMPLETE AND TENANT, ABOVE OR BELOW, OR IN THE FLOOR , SHALL 7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC SLEEPING ROOMS ARE ADDED OR CREATED IN AN pROPER EXECUTION OF THE VWRK IN AN ACCEPTABLE BE PERFORMED MOST EXPEDITIOUSLY AND THE SHALL BE LOCATED WITHIN THE UPPER AND LOWER 12 EXISTING DWELLING, THE ENTIRE DWELLING SHALL BE INDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANY DISTURBED TENANT SHALL HAVE FULL USE OF THE INCHES OF THE ENCLOSURE. DUCTS SHALL BE SEPARATE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED PERMITS FOR THIS OR HER WORK. PREMISE. AND SHALL NOT BE OBSTRUCTED. REQUIRED FOR NEW OWELLINGS. IN NEW 3.THE MIN. ACCEPTABLE �UALITY OF MATERIALS, �9� ALL TRADES SHALL FURNISH ALL LABOR, B. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL CONSTRUCTION, RE�UIRED SMOKE DETECTORS SHALL yypRKMANSHIP, AND METHOD OF INSTALLATION SHALL EQUIPMENT, MATERIALS, AND PERFORM ALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR RECEIVE THEIR PRIMARY POWER FROM THE BUILDING MEET THE FOLLOWING CRITERION: CONFORM TO THE NECESSARY, INDICATED, REASONABLY INFERRED OR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO WIRING NAiEN SUCH WIRING IS SERVED FROM A AMERICAN NATIONAL INSTITUTE STANDARDS VNiERE SUCH REQUIRED BY ANY CODE W/ JURISDICTION TO SUSTAIN VERTICAL AND HORIZONTAL LOADS AS RE�UIRED COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A STANDAROS EXISTS. COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE BY CMC. WATER HEATERS TO BE SECURED W1TH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL 4. CONTRACTOR SHALL PERFORM ALL ADDITIONAL AND PROPER FINISHED JOB. ANY CUSTOMARY AND MINIMUM OF 2 STRAPS, ONE EACH TO 8E LOCA7ED IN THE WHEN THE BATTERIES ARE LOW. WIRING SHA�L BE ELECTRICAL, PLUMBING, AND FIRE PROTECTION WORK NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED UPPER AND LOWER THIR� OF THE UNIT. PERMANENTAND 1MTHOUT A DISCONNECTING SWITCH REQUIRED BY THE BUILDING DEPARTMENT. AND REQUIRED TO COMPLETE PROPERLY THE WORK 9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE) OTHER THAN THOSE RE�UIRED FOR OVER CURRENT 5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION OUTLINED SHALL BE FURNISHED, EVEN IF NOT FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OF PROTECTION. SMOKE DETECTORS MAY BE SOLELY OF BID TO REVIEW SCOPE OF WORK, DEMOLITION, ETC. SPECIfICALLY SHOWN ON THE DRAVv1NGS OR INTERIOR CONDITIONED SPACES. BATTERY OPERATED WHEN INSTALLED IN EXISTING 6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY MENTIONED IN THE SPECIFICATION. 10. VERIFY ALL FIXTURE LOCATIONS W1TH OWNER PRIOR BUILDINGS, OR IN BUILDINGS WITHOUT COMMERCIAL ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO 20. CONTRACTOR IS RESPONSIBLE FOR ALL TO INSTALL4TION. POWER, OR IN BUILDINGS WHICH UNDERGO ALTERATION, STARTING WORK. ANY DISCREPANCIES SHALL BE CONSTRUCTION CLEAN-UP, DURING AND FINAL. 11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BY REPAIRS, OR ADDITIONS REGUL4TED AS OUTLINED REPORTED TO THE DESIGNER FOR REVIEW. 21. THE AMERICANS WITH DISABILITIES ART (ADA) IS OWNER. ABOVE. 7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESS SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY 72. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUST 4. TELEPHONE OUTLETS TO BE PREWIRED BY OTHERWISE NOTED, (U.O.N.) INTERPRETATIONS. THESE PLANS AND ANY CONNECT DIRECTLY TO THE OUTSIDE AN� PROVIDE A SUBCONTRACTOR. CONTRACTOR TO COORDINATE AS 8. DIMENSIONS NOTED CLEAR (CLR.) ARE NOT A0.IUSTABLE ACCOMPANYING SPECIFICATIONS ("PLANS') REPRESENT MINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FAN REQUIRED. VERIFY LOCATION OF ALL TELEPHONE WITHOUT THE DESIGNER'S OPINION REGARDING ITS VENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANY OUTLETS WITH OWNER PRIOR TO INSTALLATION. APPROVAL FROM THE DESIGNER. INTERPRETATION OF THE ADA AS IT APPLIES TO THE OPENINGS INTO THE BUILDING AND BE PROVIDED WITH 5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES, g. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SU&IECT PROJECT. IT IS NOT IN ANY WAY A WARRANTY BACKDRAFT DAMPERS. ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS SHAII SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR OR GUARANTEE THAT SAID PLANS COMPLV WITH ANY 13. AT NEW FORCED AIR FURNACE INSTALLATIONS BE MAINTAINED AT LEAST 24 INCHES APART. CONDITIONS OF THE JO8 SITE INCLUDING SAFETY OF OR ALL POSSIBLE INTERPRETATIONS OF THE ADA BY PROVIDE 3' MIN. 1NURKING SPACE ALONG EACH SIDE (WITH 6. PER CEC, RECEPTACLE SPACING SHAII NOT EXCEED 12 pERSONS AND PROPERTY. OTHERS. A TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED), FEET MEASURED HORIZONTALLY ALONG THE WALL. 10. CUTTING AND DEMOLITION SHAIL BE DONE BY BACK AND TOP OF FURNACE. 7. PER CEC, AT LEAST ONE WALL SWITCH-CONTROLLED METHODS, WHICH IMLL AND WILL NOT JEOPARDIZE 14. INSTALLATION INSTRUCTIONS FOR ALL LISTED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION AND E�UIPMENT SHALL BE PROVIDE� TO THE FIELD HABITABLE ROOM; IN BATHROOMS, HALLWAVS, WILL NOT DAMAGE PORTIONS TO REMAIN. INSPECTOR AT TIME OF INSPECTION. STAIRWAYS, ATTACHED GARAGES, AND DETACHED 11. CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR, PLUMBING NOTES: GARAGES VNTH ELECTRICAL POWER, AND OUTDOOR AS NECESSARY, ANY UTILITES. INCLUDING BUT NOT 1. VERIFY ALL FIXTURE LOCATIONS VNTH OWNER PRIOR ENTRANCES OR EXITS. LIMITED TO: ELECTRICAL, MECHANICAL, PLUMBING, AND TO INSTALLATION. 8. PER CEC, LIGHTING FIXTURES LOCATED WITHIN FIRE SPRINKLERS, WHERE PARTITIONS ARE SCHEDULED 2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BY CLOTHES CLOSETS SHALL BE MOUNTED ON THE WALL FOR DEMOLITION OR ARE NO LONGER OPERATIONAL OR IN OWNERS. ABOVE THE DOOR OR ON THE CEILING. CLEARANCES SERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAIN 3. ALL NEW WATER CLOSETS SHALL BE 128 SHALL BE AS FOLLOWS: FULLY OPERATIONAL. GALLOWFLUSH MAXIMUM. A. SURFACE MOUNTED INCANDESCENT FIXTURES - 12" 12. IN GENERAL, THE OWNER RESERVES THE RIGHT TO 4. NO DISHWASHER MACHINE SHALL BE DIRECTLY 8. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9. RETAIN ALL MATERIALS AND E�UIPMENT REMOVED FROM CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER ELECTRICAL CONTR4CTOR RESPONSIBLE FOR PROVIDING THE PROJECT. ANY ITEMS OR MATERIAL NOT DESIRED BY WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON NECESSARY TEMPORARY POWER. THE OWNER ARE TO BE REMOVED FROM THE SITE BV THE THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. 10. VERIFY ANY AND ALL LANDSCAPE LIGHTING AND CONTRACTOR AT CONTRACTOR'S EXPENSE. LISTED AIR-GAPS SHALL BE INSTALLED VNTH THE FLOOD SNATCHES WITH OWNER PRIOR TO INSTALLATION OF 13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST LEVEL MARKING AT OR ABOVE FLOOD LEVEL OF SINK OR ROUGH ELECTRICAL. PROTECTION AND/OR BARRICADING REQUIRED TO DRAINBOARD, WHICHEVER IS HIGHER 11. A�L ELECTRICAL HANGING FIXTURES TO BE SELECTED pROTECT ADJACENT SPACES AND EXISTING FINISHES. 5. (N) ELECT. TANKED WATER HEATER, CONFIRM WITH AND PURCHASED 8Y OWNER. VERIFY EXACT LOCATIONS CONTRACTOR OS RESPONSIBLE TO REPAIR ANY OWNER, RECIPROCATING PUMPAS OPTION. VNTH OWNER PRIOR TO INSTALLATION. DAMAGES CAUSED 8Y CONTRACTOR OR THEIR SU&CONTRACTORS. Kielty Arborist Services LLC C.nificd Arboria WF,aW16A P.O. E3ox 61 R7 San Mat.v. CA 9i-103 M150.51S-97R7 Ma�ch I8, 3021 Mr. Pa�ncc G Ison 1731 Adnen ftood N I J Burlingni�. CA 94010 s��: i i io ec��.i. s��i��ga�no, cn Ihar Mr. W ilicn, As requcstM on TucsdaY. Meich 16. 2021. I visi�ed thc above sitc m inspct uiW comment on o la�ge dawn redwood vcc in �he �eer of�hc propercy. Thc trce is in �isibk 4 lirc ard has large wrtece rmis. Your cw�cem ss �o �he fviwe hesl�h end sefary o( �he �roe h.0 pmmped thia vi�i�. �1lt6al: AII i madc mpeehons wert !mm Ne pauM, thc nee wu ��limbed for Ilua mspccoon Thc �rees in quesuon wnc loca�ed �m u IGnd drawn map �wov�JeJ by me. The trec was �hen azured fm diometer al 5d inches above �vund levcl (DBHwdiamctcrmMca.+ihciphtl. Acwdition �mmg (CON) is providcd ueinp �0 pacenl viWlity ami 50 pefcem fomi. using �hc (ollowmg scnla I 29 Vcry Paw ]0 49 Pmr i� � � % { . 50 - 69 Fe r �` �. � �o - ae cood W - IW fudlcm '�w�, . Thcheighlofthelrcewesmea�wcdusingeNikon - rm�v.y sso r�yr...,m�«.. rn� .�M1oa waz �� oR � ::�. iHTrsr�. com�„�m.w�d�emm��me�,sro.mwm ma��m��« ere ��a� Dawn redwoad wrc6 poor limb.pxciag. iiion�moin;iwzi R) � Observ.tiom: - � The �rce m 9� i s a daun redwood (Mram�yrmi � Alilu"`m�M i�km1 with a diometer v breosl hcight of 75.5 �� inche. The uce in IocmeJ i�tlx rcnr af IAe p�openy neu �Ae rear vmpcny IiM Thc esu ed hngM al'thc So fcc� wilhaiomlcrown.prcodof40fea Thcngarof�hcu¢sie ---"� toir wi�M1 dccl nc �n �M1c cunopy. Thc fomi of �hc �rec is poor wilh large xurl'ece nwLa. The recenl bs.. ofo limb Iws cuused me damuge 10 tAe pmperty. The trte receives a candiiion rahng nf 45 un u I 100 uek (poor) Daw'e reOwooG with Envy laterd ImJer. Y'ulum 1� ommoo for InJm 11e this Th�large aqunia hva.ery pow fomi with e his�ory of limb loss The decline in tM Irec is duc m u fwgul diseusclhat ' w�llcuntinuemcaueethetreewdecii� Theucewill ' uclodcclice,a�kfuNmlvnbfe�lurtislikcly Thc ak ` lo ge surf No�s vavel eppox�mnely �10 f � from �6e �ree 1 mnkinp land<caping ncarly imposaible. The suR e mas 1b willevmiuollyAeufoy�hebuildingin�herenru(ihe �`� PmPcrtY_ i a�mo�, o�a R�m« �n� �� mm��e �n� �np o�a �� wv.iih�n AN51 �wnda�sur Beai ma�wyemml pr¢e[im �u �� m�,.o�� n� �� r� o. i�� n� on.� or fn�lurc muk ny the vee an invnedia�e huuud Repinm ihe �me wnA o Ghine�c puinche, red mk or rcd mople. Laey,e �urfue rooh eahndivgd0 (eel m�ke lentlrtapfng nnriy impwubk. en�o�ei or� �� s tAc onty method �hw chmmo�cs a0 halerds end hobil 1 es avociand with Ihe iree. The in(oemntion iercluded in ihis repon ie belicve.l w be we and baecd on svund arbonculWnlpri�iQlesan es. Sinccmly.Gf � .fy�� Y� Kwin 0.. Kiclty r � Cenificd Arboris� W EH0076 � ¢ 3 rll�qN �. • �..0 APat�+F' • HKI3VK1� I KCI-'VK I - LULI 1 Scale: NA GN 2020 BURLINGAME REACH CODE CHECKLIST �p�� FORNE'WS/NGLEFAMILYRESIOEM7ALCONSTRI/C7iON ! PROJECI AD�RESS: � � 10 BF.RNAL .4VE (LOT 16) __ BURLINGAME. CA 90010 � �� : 026-IR2-250 APPLICAN7 NAME: T�M ��NZ - FORM ONE DESIGN i 1. ENERGY EPPIGIENCY AND ELECTRIFICATION A projecl Is deemetl New ConsWction il it is a new �uilding, (rom Uie ground up, or'rf the value oF the addition(s), alteration(s) antl repairs to en existing builtling is greater Ihan SOY of ttia current redacement value of the existing building or shucture as Aetertnined by the buildiig �dal, antl it �na�aes �w nean�e, �oor�q, (a P�esa�p, e�a veoc�aeor�. Note� ell pmjecLs must comply with mendatory elemenls of the 2079 Building Enargy Efficiency Standards as well as this Reach Code. Choose AA-ElecniC, or All-Elednt Read'mess: ❑ AII.EI�ctrlc. ❑ No nat�rel gas or pro0ene eDG�lances. ❑ No Bas meters or proDane infreslructure. ❑ comw�e�ca wnn a�erar eir �encr am�eama �eaw.ea er me s�a�e l�o aaon�onai mcai ane.vr elllciancy �eduiremante). OR W AII�Elac4lc Ncatllnees. Check Ne Caf ior eecM1 aDG��ance w�ic� veas neturel pas or propare an0 �o�rom mai ma eie�vi�i �awnem.��s a.a mei m� eam: W RengalCooktop - DeOiuleE ]OBII�OV. SOA ca0acily reuplacle wilM1in 3 �eet � Fireplece, or Fire-pit - ReceD�ecle wll� aqulvelenl capecily, wil�ln 3 leet 2. SOLAR PHOTOVOLTAIC Q A p�etOvottaic syslem wlll be InslelleE, elzaE per equalian 150.1�G). ❑ 1ma o�o�ec� is exempq eas.a on e.cecswe anee�ne enomr �neunmmm.00� scece), ana me.aroro m�waas: Compllance wI�M1 excaptions un0er I�e 1019 B�iIEInB Enargy Efilciency S�anEarEa (Exception 610 Sacllon 110.10(b)1A, or Excev�lon 0 fo Sectlon 1t0.t0(D)t8�: ❑ Inelalletl golar tlomeslic weler �e611np syslem, OR ❑ oemena responsi.e mermosm�pl ci�s ane o� me tonowinp: ❑ ena.yys�a� o�enwesner ❑ Home nmomaoon sniam ❑ crer«z�e� vnpeuoo ❑ ReinrelerCetcM1menlSyslem Formoreinformalion,dea5evisiLht '.// .burl' ame.o d amm �s! uil ' reacn wdes. h, or contecl Green Bu'tlding Spedal'�st Joe McCluskey imcc;uskevCdbuhinaame ora, 650.558.7273. iaiszoza z 3. GREEN BUILDING � T�e permil epplica ncluEas a amplale0 �018 Burlingema CA�areen Rasqential c�acxiisl. Downloatl at.- C " �tl ` 'b IE' '1 d a �s. 6. ELEGTRIC VEMICLE (EV) CHARGING ANU READINESS � como�ie� wnn me cer�ro.�ia cree� eu�m�n9 s�enae.ae caee Sa�uo� a.�os s; � Comp�ias wi�n Ev cnarging reauiremenie apecillea be�ow-. sinym Famuy, ouqe:, or, rowMouee• wmi Weabe pmw yanqe. � One pe�king apace M1es a Level 2 EV ReMy Circull �$ II t�ere ie a seconE parking space. 11 �as a Level 1 ReaEy Space. � Meels reQUIreC minlmum elect�ical capacily • oar �uo�s o EV Lewl3 Feetly Cirall: A paM1irg 4pace equlppeE wi1M1 e recev:ay. wirinp. receP�ecle, aM aleNkal wpacity b Ne EV c�aryng sutbn. A mmimum 2pBVi210V, 40 em0 «�� +U remplaUe lebeletl'EV Vahlcb OWaI' a, Nectriral veM1icle supply aqulqnent wGh e min4nwn autON � 30 ampa. o EV Level 1 Reatly Space' A pazkiig pece eQUlppeC wM a�OCeway. winn8� �e�C��e, aM ekcVkal mpeGry to tlw EV U�eqlnB %�� A mnimum 110V, 20 emp prcuu v.ilh recepUtla �eEekE'EV VeMde aua�� «, eix�r�wi.an�aa s�aqr aouw�i. 5. VERIFICATION rnm rmm nae oeen mmpiaiea c� TI_M_RApUEN1_._��ema� o� PORA1_ONF _�wmP.�y�, me arcM1iiect, aeai0^ar, a� vualitiea green Ewlaing raer ror Ine ebove Ilalea o�qect wno verl/les mel n accuracery reoreaema me p.qe�� o��e. _____-__ _____"_ _ �.-].�-].�__ Signatura De�e TtM RADIIENZ ------------- Neme For more inlorme�on, piease visit https:dv.ww.burlindame.ora/deoarlmenis/6uildinal�eeth todes oho a contact Green Building Specialist Joe MCCluskey: imccluskev(dburlinoeme.ora, 650.558.7273. �o-��ox REACH CODE CHECKLIST 4 Scale: NA GN t � � P � x �� o0 �� ~ �..�� City of Burliugaroe Parks & Recreation Department � 1010 Burlingarne Ave.. Burlingame. CA 94010 phone:(650)558-7330 • fax:(650)696-7216 � Rborba(lblvlin�ame.ore am March 31. i0}] Pa[rlck G Iwn Member 1110 Bemal qve LLC 1110 &mal Rvenue Burlingame, fA 94030 I rMewed your request (or Me removal of one (1� Oawn Retlxrootl Vec at 1110 Bemal pvenue and basetl on Ihe informat on ypu have orovided, I heve maAe the (olbw ng tlttxminat on: The Oawn qeAyiood s bored In [he rear ol Ihe propertyalong the easement antl neiq��oring shurnies. A signillrant amoun[ a! rovU from this hee are lorated on lhe wrface antl fause the area arauM Ne Vee ta be a trlpoing hazarE. qemw�l of tl�ese rvob woultl make the Vee unst�ble antl a potmtlal hazartl. The svucture of Me tree Is paar, w,th aEvanngeous limb groweh, and deatl limbv if Me tree were m be Mmmed vsirig ISA stvubarEs, Me 4ee wouW bemme unbaUnceA and sparse wiM Iittle ka(growth. The hee u brat y Ms¢ m a proposed garage. When the garzge is bullt, muiti0k roots will be severetl ousing t�e nee ro Aetline aM become a hazard. I am apprwing the remwal Casetl en tM Muniripal CaCe Chaptn 1Lp6.060 �p) IU me ronallon er che tree wkn resyea ro e.isting ana yro�osee rt,.,nures, ��l me �e�ssrcv m.emme �ne me m o,dn m m�:o-�a a�y p.oc«:d �mmo-reme�ss._or m. worcm.:�e � rne � I ) «o omcmn+.auenusznaonrseuo�.a.eaum,exveem.em.in. TlierP(ore, 1 iene�W m issue a permk Ior I�e rertroval A an< �1) Dawn ReCxvoE hee yased pi �he Munitlpal Code W C�apter 11.06.O6Wtl) Urban Re/oremtlon aeM Tree Vrorectlon Ortlinance. N.Wazemm[ w�M onr xat�N bw mMartl iue NM� sum landsope bees Ino trum m �uU will b. nwb.d co be plan[M anywAeR an the pNeq pmpMy a� dMhi[A tn $ecfbn SL06.090. M�xentpmpertyowr�er(s)wlthln100feeto(t�eo�PeMareaborcceWingnotiflovonolMudeusan AppealsroNb dHi:mo o„�vorn: m,mmo�: o�n�m� m�:e nemea �o wm �e ro w, omtt ey�ia, m: n o�omaed,�s<moo 11.06.p80 M the Urbon Nefaiesfaflon vndTree ProhKlon ONinoMe (BuAlnpome Municr0ol CadeGophr 1I.06J. The permit wlll be iswetl a[ Ne end of the wak day on Api1l1B, M}t, if no appeal has p¢en rece vetl W[hat tlate. si�cerei�, � Q+.�C� c� Bob Dlsco Fark Supenn�entlenJCiry prborlst Cenifled nrborist W E-6B91A ISH Qualified Tree Plsk Acussor bE/gb CC: Adjxent Vroperty pwnprs CITY ABRORIST APPROVAL 2 TREE REMOVAL APPROVAL FOR I 110 BERNAL NEXT DOOR Scale: NA GN � PROTECTEDTRgEREMOVAL � PERMI7' APPLICATION rm. e +na..ya, a�y,,,uvr u°°-^v.a�+��.�.e.Nw....0 waie i � � rasq ran.re In.mm+ar�� wu.ww�*y.e ,we.�. „ r �r�q�era,wwiu�wweQo��meinoru.�.,o�yorm�rono.wwu �w�p): I�: u�n.a.am _O�eolaeKr. rw IlnetlarP`apnly IY�MaWNAy+�op ' - Im4roMPa(arueL YemorY�hb�Mve� 1/JafYe6aw� ReranWa.Ybrcsmv�: Mw.�w.�+�eyM .+�psp.+rworatirw 4MhTrsReeevYRpwahrtA�ldmlPmM'YFS i NO �-_ Veh: A Wm^6e�0� of W vw(Q uE ��spk Annlq�the be�iw af �pe wewma.ws.wsuam:nar�u,�. mem,re�,..amie„1..�•N(�l«n�°�°�•p•�es Ileuem�l'e�asa/elonl��b'Aa�e./Em^➢�e.�Feponl�onfMrMdmtArfro.i�npicturwoJ�vw��y+ : yrn�.m�I�a m�a�mn. nc.). IUmer(A'wU� � „`�polaoay�ee� �� IAmleem .MMsior�YeC.�wit �-F � �m1aw0YwooY _ - �__ nJ3grrc�vrFaadHel_ -_-- IPERMIT-FOROFPlC6USEONLY T�)^°� � �M�m Merir : Tti. Pvmit �b.s ihe pwe q� �ho.< I�vea � rt�t�,n�wo�'r �; u�p� �� ca�M ""�lq�m�r�weo«, ww � wme. �m� IuimvW � �&m m p�vM um p� uEJuielf �ve�wMmmdved_ 'n'^PH P��mndJlwdf I -4?owNERsrca+nnlne - ' p,M.� � �..,�� CRYAitBOPLCT�p��_�P,. .,a __ .-_... i COYDIifOHS: Y {tl - flNF 71-4eehbu�eW�!t Iwar9«!4(�s/.vs�w Iwh , rtpYbe/W�IrP�mV�iertar�IrP^R�O.!/rw�Wlee�srW�x8�4 . �v,�„ �.e �Sr99e/i /1.11( i ..na.i.mMee� °°an)lSl.on+.�o/SI100.o6/,. �qJrer+ uCVY14.eqWN. -'y0 �Wl9 K9�+d Cav�nrM Poi' DlWW e refs/ sil3eNr.n.n.d/Vm�a.pe.[ _ EUILD7NGPXOJEG7:�re.�aa�ay.eom4ksRmmpgGM.iman.ew.. DATEPERMREFFECl1N:Y.ZH.ZI PFRM11'I�XPfRF� II�i.ZB.Z.I DATF, ��E�� ThbwnrY�badlhMr�qu�/l�d+�vwaen trwrk 6v^8eD ! �et�a�i�w.dnum6eawWYemiMe/oA v u ro L7 N C � .� � } N a � � � � o0000 a � �%a ° & � 3 o �� W � z H � a O � N i N r-I i � N 0 � r-I � O a � z a � 9847 SILVER SPRINC$ �RIVB ea:x c�cy, vr aao9a Ph: 415.819.0304 E-ma11: TIM.�tEVRMONEUSSIGN.COM �� form+ one � 0 z i��i � N v W E � � � �J O O a � �+ a � w w � � � U a � W W � w w z H 0 o a r-i r-I � � � r-I r-I 0.l GN TREE REMOVAL PERMIT APPLICATION � I Sheet - Scale: NA G�' Scale: See Details � � z 5 m u ro Q SAN MATEO CDUNTYWI�E Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Noo-Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or oUier construction material ��ith tarps when rnin is forecast or if not acti��ely being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials 0 Label all hazazdous materials and ha�ardous wastes (such as pesticides, paints, thinners, soh�ents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazazdous matenals and �iastes in water tight contauiers, store in appropriate secondary containment, and cover them at the end of e��eri work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application insttuctions for hazazdous materials and be careful not to use more than necessary. Do not appl} chemicals outdoors cahen rain is forecast �tiidiin 24 hours. ❑ Arrange for appropriatc disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers secwely a•ith tarps at the end of every work day and during wet aeather. ❑ Check waste disposal containeTs frequendy for leaks and to make sure they aze not overfilled. Never hose down a dumpster on the consfiacrion site. ❑ Clean or replace portable toilets, and inspect them frequently for Ieaks and spills. ❑ Dispose of all wastes and debris proped}. Recycle materials azid wastes that can be recyded (such as asphall, concrete, aggregate base materials, wood, gqp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as ha�ardous waste. Construction Entrances and Perimeter ❑ Establish aud maintau� effecdve pernnetcr controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment dischazges from sife and tracking off site. ❑ Sceeep or vacuum any street tracking unmediately and secure sediment source to pre�rent further tracl:ing. Never hose doav streets to clean np h-acl:ing. Equipment Management & Spill Control �� ,� � : 4'�� , _ �r� �._ , � � _,�, Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vel�icle and equipruent pazkiug and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment �vashing off site. ❑ lf �fueling or cehicle maintenance must be done onsite, �vork in a bermed area away tmm stonn drains and over a drip pan or drop cloths big enough ro collect Buids. Recycle or dispose of fluids as harzrdous waste. ❑ If vehicle or equipment cleaning must be donc onsite, cleau �vith water onlv in a bermed azea d�at w ill not allow rinse water to run uito gutters, streets, stomi 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) availablc at the construction site at all times. ❑ Inspect vehicics and equipment frequently for and repair leaks prompdy. 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 dowm surfaces F�•here fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dq materials immediately. Do not try to �cash them away with water, or bury them. ❑ Clean up spills on dirt azeas by diggiug up and properh� disposing of contaminated soil. ❑ Report significant spills immediatelv. You azc required by law to report all significant releases of hazazdous materials, including oil. To report a spill: 1) Dial 911 or vow local emergency response number, 2) Call the Governor's Off'ice of Emergency Services Waming Center, (800) 852-7550 (24 hours). Earthmoving � ._,sl�_ �,� . r' _ ^ r:' ,' ` �,� . `i �. _ `""�"e""'"r��'w«,/' � i�•_: �..._z... _�. R �.�+�:i.�,;;�. s ❑ Schcdule grading and escavation work diuing dry weather. ❑ Stabilize all denuded areas, install and maiutain temporary erosion controls (such as erosion control fabric or bonded fibcr mahix) until �egetation is establishcd. ❑ Remove e�isting vegetation ocily when absolutcly necessary,and seed or plant cegetation for erosion control on slopes or where construction is not immediatel} planned. ❑ Pre�ent 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 hansfer it to dump trucks on site, not in Uic streets. Contaminated Soils ❑ If any of the folloa�ing condirions azc observed, test for contamination and contact lhe Regional Water Quality Control Boazd: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Aba�idoned wells - Buried barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to pre��ent materials that have not cured from contacting stormwaler runofT. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry scal, fog seal, etc. ❑ Collect and recycle or appropnalely dispose of excess abrasive gravel or sand. Do NOT sweep or nash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby stnrm drain inlets when saa� 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!). ❑ If sawcut slum enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ Storc concretc. grout. and ntortar a�cati from stomi drains or waten� a} s, and on pallets under cocer to protect them from rain,runoff,and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout azea, ��here the water will t3oH inro a lemporarV waste pit, vid in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete hazden and dispose of as garbage. ❑ When ��•ashing exposed aggcgate, prevent �cash��ater from entering stomi drains. Block any inlets aud �acuum gutters, hose wash�vater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Landscaping �.s � ��' � ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all yeaz-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue application of any erodible landscape material withui 2 da} s before a forecast rain event or during wet weather. Painting & Paint Removal Painting Cleanup and Removal ❑ Never clean bmshes or rinse paint containers into a sheet, gulter, slonn drain, or stream. ❑ For water-based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitazy sewer. Never pour paint dowr a storni drain. ❑ For oil-based paints, pauit out brusl�es to the estent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvenLs. Dispose of excess liquids as hazazdous wasle. ❑ Paint chips and dust from non-harardous dry sfipping and sand blasting may be swept up or collected in plastic drop doths and disposed of as trasli. ❑ Chemical paint stripping residuc and chips and dust from marine paints or paints containing lead, mercur}�, or tributyltin must be disposed of as t�azardous tvaste. Lead based paint remova] requires a state- certified contractor. Dev��atering u � '*.:� : j : �, , `•.l�+ _--�J ❑ Discharges of groundwater or captured runoff from dewatering 6peralions musl be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary scwec If discharging to lhe sanitary se�ver call } our local wastewater treatment plant. ❑ Divert run-0n water from offsite away from all dishubed areas. ❑ When de��atering, notify vid obtain approval from the local mwiicipality before discharging water to a street gutter or storrn drain. Filtration or diversion duough a basin, tank, or sedunent trap may be required. ❑ In areas of knonn or suspectcd contamination, call pour local agency to detennuie whether the gYound water nmst be tested. Pumped groundwater may need to be collected and hauled ot%site for treahnent and proper disposal. � � 0 .� � .� > v a a o0000 ��a o �� a �� Q�Q �: �� d� ..�� N� E W � z H � a 0 � N N � �o N 0 � � z� E+ O a at z a � a043 'SILVLR S^RINGS �RIVe Pazk City, vt B409B Ph: 415.819.0304 B-mail: TIN3PORMONmESIGN.COM ��' � form ¢ one nrcTr.N ■ cr.nt�rsrnrr_ O � .� � F, a� � O 0 °�' a -- � a a o G '� — � . . rn � � � � V � OE � z �a �a F o2j � � �' oWo ww z — a H F o o a � � '-� � N � � .. � � � � � N n .� SW Sheet Scale: See Details Materials & Waste Management � � � � � �-' -''� : �I �' II i I� � § I ��X�� ' /, � W � � r -_ $ �_ _ � ' P I � �� §I�I € i � I � II� I � I I � §' rl � "', , I b � I"' � � � � � � b uw.nv _.._. _' I � u.�w'�w M �� ' a..�4. �. .,w.�w_y a .. -.. �.e � ,�_..._�., , .�..�-u.�.._. r . -_„R.. -_,.:.: m � *- -i- . _... _- �.. � s � � � � H --. i � I ' I i 'g I i bl �_ _ _ -__�IPJ•_-__ I+ ' � ,. �• .- I �i a ' � s --�- GR.441 ' � � 4 .—.-- h, ql� �', �� - SQ.FT. � �� ------------------==�„=� ''--- -�- --------- i j�, �,= I § - � -� �E��,.� � � ' � f_- CINRGING STATION IPER I� O � �) I I � . I.�(t�EtEGT.PRNEL(PER I ' i . COOE) i � --. :.-_- - -__ . .. I �� T�-f� � � I � �I � a� 2 I � � _ i iea � �'� rs ra- � r �z_s_ I - . I �� , � � i i � � � i i � i -- � � I � N I � � I � � � a � I � I -- — { I � I �- _ . ____— x'r _—_-_ iso _____._-_ I n•a___ -" _' __ � 6 C 3-0' -}- ]'$ I I II II I I e I I II I I.-.. __ I 0 � �I _ �_,� ' r=--- �=--I---I — - I . _ . . �. _ _ � I �, ._. �__,_. , � � ,. .' �. _ . . _ � li I L1 ' F i 9 � I�I IF 6' I � . , I 1VSI� �I I � y-' r- I � I I ��`� B � � �� !�y I a I � . � - ^ � �� ` � A. 1,813 SQ.FT. a �,a, �_ I e � i �,_ ; ' FP.i2 SQ.F�T. I ' �_— �,, I �NEOPR CU EMOTORIZED I I '. � � � . � � .... � � I li �'. _. __ __ _ .._ ' '. , . ,.-___. _._. i� I; i � T........ , ' . . . . . ___.�� I � , � . �. i � � _ � I � �. ��. -- _"I�, I I � I I � � I! I ' ��. ' i � � ,. .. . .._.. _ _ �_ I I I � � I�� . � � -�Y� � � -� _ \' � ,_ 6 : � i� �_JI- u _ li i _ _ ��_ =.:4�� s i', _ � R.. ',' .._ ' �-- - - - . ; � f` ' - _ _ =I,� s'r�-"-7 1 I. 1 II �� _ � - `_-}`,� �� . _�� e _� . i I� � -� , � �'� i , . �-7 � � �ii s . :� E9 s��i�, _ ,, �� I I r ` - _, � � i t � �� i� .. -� ? ' � � �� _ . _ T- - _ �- - I��' �, _ � _ ' I � � ,-0. i i: _ I � I � ' 'I �� _____� ti'-o• I �� i I I -; �-�, '. � � I � i ��. '�' � � i � � , �i �-- - � i_: �'�ir�� .� T�r'_� � �,. �. �'7 � � .__ . ' �i CP. 96 SQ. T. E I� � � . _ _' _ � �'il�-��= - � . I � _� �� _ _�@ 1�f_ -�r 1 - --_---- �,, -------- =--i---; ----- ------� � � � _„_ _ . _ .__ - __ - ___ __ _ _ __ _ . . . f e.. '_ _ __ -'- "."_ �. € J,�I FLOOR AREA CALC. cMA�N F�ooR> , - Scale: 3/16" = I'-0" F� 4i�--- � .i � � � ' ,, N� 0i � I ._^ � � � � . ' �� _' -� � - 9. � I� � l __ _� _ � � � m� I' p �' --;� �' -- - - - - r � � �� , . ,' II 4� ' � :. ��.,; E � - ; : „� ', � '�i ' NI��_r J " �- `--=--+� � � _� � � "-'I , . , � �i I. .. . .. :...... . .. . . .. ... � 'I 1'S TS 1'6' m ' � I. . V� I m ! � _ _ _� � IEMP. �ll�NG PER _ . . '.---.-. ' IOiBCRCR30lA \ �� .... .." _-... -- :_.�. ._ . , ' �..-:� � I r_ - - - - -. - -- - � - _. . - --- - -� � �. I w � - � - - �. . _ - �..s i � � _ , i� q II �I � _ .-�_2- B. 1 637 SQ. FT. � _� , i , i §' §� �' � ' i"�`"- ' '- a � - � ��' t � � ��, , � � � ,°�,� u;� ¢��- � ' ��, i � � � �I ' iw'_ �. � i�i -- �� - - � � - -F��; �I � , �, �' I �� r. J b r:--. -� j i4 „�."�y� � . - _- 3I�- ' ;ill Blk�� I i �9 i �� y� _ ..�j �- ,i-a"N � �-_ , - -1 � � 1'd T£ I ']'-R' :- - �I �' � I � � 11'3' I r' II , � - e �� . � I � W. � _ 1----�.; e ' � ' „I �I . ��', . � �� I� � ''.� 1 I I� �', �I � � II� , . ,_. _ - . ^�—.. � - ,-"-'��7',� � . . .. -' __ _. �� -- � � �'� �.r's.r = a ' —'. . _. __ - - _ ._ . . . .. . ._. . I . � �� =' ' � � ; -- I �_,> II I i � � I I ��. FLOOR AREA CALC. czNDFLooR> Z - Scale: 3/16" = I'-0" F� iETAILS APN = 026-182-250 LOT SIZE 7 504.37 SQ. FT FAR �(LOT SI2E X 32) + 1,100 = MAX LOT COVERAGE - (7,504.37 X 32) � 7,100 = 3.501.10 SQ.FT. ' 100 S�.FT. ALLOWED FOR COVERED PORCH "400 SQ.FT. ALLOWED FOR DETACHED GARAGE LOT COVERACaE = LOT SIZE X.40 = MAX LOT = 7,504.37 X.40 = 3,001.75 SQ. FT. :OMPLETE FAR LOCATION SQ FP. z 2 FIREPLACE �P� � PORCH(COVEREO)25.08.285 � _ _ -- � SUBTOTAL 1,825 1,911 � B. _ '1637 - ❑ N SUBTOTAL 1637 - w GARAGE 41 441 OARAGE/4001DEDUCTONFAR FAR TOTAL I 3,493.00 SQ.FT. LOT COVERAGE TOTAL I I 2,352.00 SQ.Ff 3,501.40 MAX ALLOWABLE SO. FT. '200 SG.FT. ALLOWEO FOR COVERED PORCH ^400 SG.FT. ALLOWED FOR DETACHED GARAGE 3,001.75 MAX ALLOWABLE LOT COVERAGE � C 0 � � � > v a U ro U � �; --- o O -- w � E+ v y 0 0 � a o0000 ��o � �p�� E �� u �� H w � C7 z z � 0 � N I N � �-'1 I N O � � H 0 2 QJ � s s . �. e ' L 9 9 p. _ �_ . :�F!@..:2.Ch..�c��.,..001! � ��^ � i�form�:=one � � _� E� U � � a -- � v a o U .� — .� � � �� W EJ � � w� mz — H 0 o a ,� ,� cZ � � � �, ,-� ,� oa � � � � Sheet Sca1e: See De[ails TWq STOftY HWSE TOP EL: B8.7t �aT,o , m �oT n � �or iz � wr �a � � � � eLocx ai (3 LIS B3) _ _ -if -k-�-% �7C - - 1C=R �1��( �-7r- 7�=7= R-=.. =' .JC='� �! = 7�-�+( �7t�- - - - ... x 60.5 / -:_: ':. . ' - . . �, _ � CP-9 , -.. . x 61 5 WOO� U7ILITY POLE ' .� z 57.6 � ..4" p�Rt / 10' ALLEY � . ses o�a� : s� z �2' OFFSET �� / � _ GA1F WOOD PRIVACY FENCE--� � '�� x57.4... 62.4. � 0.8'3 x 59.6 0.2'3 :' -'� \ I � .. % _ -%-% +„ X � X X��.��-Y..� 1' OFFSET __ - _- __ _� �_ x`_ `�. '- 24 '3 r �.... . � 20:3'! . �+ N 55'04'OU' W 725.00� TREE � TREE � �� * �' 7REE I TREE � TREE SINGLE STORY BUILDING � ,7REE � _, FOOIPHINT � 308t S�. FT. o I � » x 5�.� i ' x SB.9 x 58.6 ., � `-_ � � . . 79.5�2 u' . � � ,LpS x 56.9 � 1.6'3 X 62.3- � µ _ �.'s WDOD PRIVACY FENCE SINGLE STORY BUILDING �"�- _- �* � • 62 8 . - pp� u FOOTPRINT = 688t $0. FT. - �- � �- o - x 62 3 µ �� K 58.6 � GARAGE WOOD PRIVACY FENCE �.�� \ HT. 11.0'3 � 57.8 ' I � � 59.4 � z 58.9 � � �� .� 3.0't x a - �-� DOOR CP-24 itETAINING � i e WALL � \Q, y3 HT. 1'3 `\ ry�. Q �, : ( � r .STEPS � / . �, � ,. x 57.7 E. _ �xx633 x62.3 � 1&2't. /�P� , CP03 g�� `.� TBM � x 60.6 POST � / TREES x 6LB � � SET CUT 'X' ;� ' � x 58 5 � - EL• fi3.fi1 � ' - -� �.� x573,.� ��. . .... � ` x 59 7 � 57. ��.pF'i ' S7.5 / ( CP-27' x�63.4 � I STqNE \ WRWGHT IRON RETAINING WALL � FENCE � - �\aG PORCH 1.0't� X _ X-k-X � _ h STEPS '. _ � pS� x57. � STONE PATH � I x 63.7 . z 63.7 a x 60.5 � STEP �- ' ° TREES �� 33.0 3 � x 44.6't GAS �ETER PLANTER TREE��-. s `� T�E ELECTRICAL PANEL W� �� ' _ �u: HT. 0.6'f LANDS OF ACUIIAR .. 3 I x '� ..� �' x 57.8- -� LOT 19 PORTION 18 ' � ��E �. . ' PORCH 58.0 s�ocvc 3a � / � 63 � � LANDS OF a� s�as n / GIL90N DEVEIAPMENT x s�s x s�s � LO7S 18. 17 h PTN. IB 57.8 x-I�4-� BLOCK 34 ��' Q� � (3 LLS 93) x 57.6 �n APN: 026-182-250 CONCRE7E WOOD PRIVRCV FENCE I � / � �- � Ix 5 ... x y' 1110 BERNAL AVENUE �� o N� a S6.00B2 SQUARE FEET II TREE x' 637 �� 57.9 58.a �_ TRE� w � F x 60.3 . ryp STORY MOUSE ;'.'� ' �.: 63.7 �� Y f00TPRINT - 22553 S0. FT. � 57.6 ..I �� x 63.8 ' . . _ _ x 58.5 .. J.i� % / �x ' . WROUGHT IRON 637 �K�60.4 � 58.2 / . 7REE FENCE ,y . � c7 I x 63.7 � � 6J 4;- / . a �'� . : x 58.3 / 7REE � .. ,�t� 7REE " x6Q:1 .. __ -28.8'* � � � . . _ � . .. �_ Z �li -.. � - / l > I TREEF / , a� CONCRETE�. GAIE STONE PAiH 0 p`?�'�G,i�P CP-28 N � /� x� 4 7REE x 63 7 � CONCREIE 63 7� x 60S _ � k � BORDER HOT NB _\� x 59.2 / �_ . . �� . SHEO� � ( WOOD PRIVACY FENCE '• � .. � . .... �'+. � '�' S8.4.;� a x 63.6� � x 63 6 �- � � x��5 a\ d�� %� B TREE x SB.e x 63.7 z60.6 • � � � �� . 7REE . 7REE iREE '�'TREE � x 60.5 i / � TREE ... TREE 7RE 3' OFFSET �?-. : ,5 SS'04'00' E 125.00' X 59.8 � �E ,.` �' . <` �. _ _ � � v `�. _ - . - _ �a. _��_�� ss ��a.X X ,. ,_ aw . � -�=�("� � � � �� TREE _.. ... _ __.. . ��. �;: CATE _ _ _ _ "_- _ GATE '.� ..6Z0 . ��-. .�..�- 610 . � , .. � . � : -6�.3� BRiCK..� B00. ...59. ,BRICX .-.:CONCRETESIDEWALK . - . .CONCREIE SiDEWALK �� BACK OF�S�DEWALK _ �SET.SPIKE 'MWD�PRIVACY�FENCE- � ��yµ . �. � � CpLUMH ,. ., '.. ' . 67.2 . . . . ...... �.. .._ , . . -..-. �. � .9 . . 595 �, .. DIRT 61.7 61 7 ��::� 7{=EE 61.1 , TREE 60.6 DIRT 59.8 1REE + DIRT 58.8 61.4 60.9 60.3 59.5 DRIVEWAY 58.4 CURB dt CUTTFR x 58.9 BERNAL AVENUE 59'3 50' N1DE RIpiT-OF-WAY x62.0 61.6 x60.8 x60.2 x59.7 x59.4 x 58.9 � 61.4 59.6 58.4 _ - I- - _ - - ' � LOT 10 � �pT 11 B L 0 C K 3 7 I (3 LLS 93) I LOT 12 � LOT 13 LOT 14 LOT 14 I � -- , i i_ �o m,. ��o - - i � � � � � � �a �= a r �� I� n � I� z �m � �m � TOPOGRAPHIC SURVEY LANDS OF GILSON DEVELOPMENT 1110 BERNAL AVENUE LOTS 16, 17 & PTN. 18, BLOCK 34 (3 LLS 93) CITY OF BURLINGAME 5AN MATEO COUNTY CALIFORNIA SCALE: 1" = 70' OCTOBER 29, 2020 � 10 5 0 70 SCALE: 1' = 10' QUIET RIVER Land Services Inc. 6747 Sierra Court, Suite K Dublin, CA 94568 (925) 734-6788 Phone W � W ; I Q � ta" � W W � Q � :.i BASIS OF B�ARINGS RECORD OF SURVEY MAP FILED FOR RECORD IN BOOK 29 OF LLS. MAP$ AT PAGE 99,IN h1E flECOR05 OF SAN MAlEO COUNTY AND TWO 3/4' IRON PIPES ALONG THE RICHT-OI-WAY CARMELI7A AYENUE, T�NEN AS NOR7H 34'SJ'42' EAST. BASIS OF ELEVATION iHE ELEVATIONS SFiOWN HEREON WERE DERIVED FROM L-1/L-2 OATA COLLECTED USING NAVSTAR GLOBAL POSITIONING SYSTEM (CPS) AND A CHCX90D-OPUS RECEIVER AND POST-PROCESSED USING TNE CCRS NETWORK. ALL ElEVA71DN EXPRESSED IN NAVD 1988 DANM. � N��' $ � 1.) DATE 0� FlELD SURYEY: OCT08ER 9, 13 4 28, 2020 I 2.) PROJECT BENCHM�RK: CP-27 (TBM) SET CUT 'X' IN CONCRETE NEAR POOL AREA HANNG AN ELEVA710N OF 63.61 AMSL (NAVDBB) 3.) CONTWRS SHOVM HEREON ARE AT ONE F00T (1') IN7ERVAlS I � �iw �, F I a Vih H ��n ^�z .J I I 1.fi' (a4 LLS 86)� LEGEND - - - -+ SUBJECT PROPERTY LINE - - - - ADJOINER PROPERTY LINE -z-x- EXIS7ING EASEMENT LINE x 00.0 SPOT EIEVATION O SET 5/8" REBAR W/ ORANGE PLASTIC CAP STAMPED PLS ,yG437 � SET NAIL AND TAG STAMPED PLS �y6437 �i FOUND 3/4" IRON PIPE LS �7701 • FOUND 3/4" IRON PIPE LS �!6304 SURVEYOR'S STATEMENT i, KENN M. AICGUIRE, A REGISTERED PROFESSIONAL LAND SUR�EYOR pULv LICENSED BY TME LAY5 OF 7HE S7ATE OF CAL1FOfiNIA DO HEREBY S7ATE 1HAT TXE TOPOGRAPMY, SPOT ELEVA710N5, LOCATIONS OF IMPROVEMENTS AS SXONN, ARE BASED UPON A FIELD SURVEY PERFORMED OCTOBER 9$ 13 d[ 2B. 2020 8Y WR COMPANY FIELD CREW; AND I FURTIERMORE DO STATE TMAT THE PROPER7Y BOUNDARV 11NE5, RIGHTS-pF-WAY AND EASEMENTS, IF ANY, ARE BASED UPON ITEMS OF PUBLIC RECORD AND FIT TO FOUND MONUMENTS AS SNOwN ANO REFERENCED HEREON. TF115 MAP AND TME I7EM5 ANO INFORMATION AS SF10NN. WERE DONE UNDER MY $UPERNSION AND DIREC710N AND ARE TRUE AND ACWRA7E 70 hIE BEST OF MY NNOWLEDGE ANO BELIEF. KENN M. McGUIR , CA PLS /6437 10/29/20 SHEET 1 OF 1 � GENERAL NOTES & SCOPE 1. PROTECT ALL EXISTING TREES DURING CONSTRUCTION, CONSULT ARBORIST AS REQUIRED. 2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (55&7330) NO TREES ARE TO BE REMOVED FOR THIS PROJECT. 3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS. 4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.3 5. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS 8. (NJ A/C EQUIPMENT SHALL NOT IXCEED A MAX/MUM OUTDOOR NO/SE LEVEL OF 80 DBA DA/T/ME (7AM-10PM OR OBA N/GHTTIME (10 PM-7 AMJ AS MEASURED FROM THE PROPERTY LINE PER BURLINGAME MUNICIPAL ZONING CODE 25.58.050. 7. (E) LANDSCAPE TO REMAIN AND SHALL BE PROTECTED DURING CONSTRUCTION. LANDSCAPE SHALL BE REHABILITATED POST-CONSTRUCTION IF NEEDED. 8. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER STRIP NEEDS TO BE IMPLEMENTED. STREET TREES 1. PROTECT ALL STREET TREES DURING CONSTRUCTION PUBLIC WORKS NOTES 1. TO REMOVE/REPLACE U7IL/T/ES, AN 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" L4TERAL (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF WAY. 2. GRADING PERMIT, IF REQUIRED WILL BE 08TAINED FROM THE DEPARTMENT OF PUBLIC WORKS. 3. ALL ABANDONED SEWER LA TERAL OR WATER SERV/CE SHALL BE D/SCONNECTED AT THE MA/N AND PER CITY STANDARDS, AN ENCROACHMENT PERMR IS REQUIRED. 4. ANY WORK /N CliY RICaHT OF WAY, SUCH AS PLACEMENT OF DEBRIS BIN /N STREET, WORK /N S/DEWALK AREA, PUBLIC EASEMENTS, ANO UTILITY EASEMENTS, IS REQUIRED TO OBTA/N AN ENCROCHMENT PERMIT PRIOR TO START/NG WORK PORTA POTTY'S ARE NOT ALLO WED TO BE PLACED IN CITY RIGHT OF WAY. 5. SE WER BACKWATER PROTECTION CERTlFICATiON IS REQUIRED FOR INSTALLATfON OF ANY NEW SE WER FIXTURE PER ORD/NANCE 81710, THE SEWER BACKWATER PROTECT/ON CERTIFICATE IS REQUIRED PR/OR TO THE ISSUANCE OF BUILDING PERMIT. 8. ALL WATER LINES CONNECT/ONS TO CITYWATER MA/NS FOR SERV/CES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARDS PROCEDURES AND MA TER/ALS SPECIFICATION. CONTACT THE GTY WA TER DEPARTMENT FOR CONNECTION FEES. IF REQU/RED, ALL FIRE SERVICES AND SERVICES 2"AND OVER WILL BE /NSTALLED BYBUILDER. ALL UNDERGROUND F/RE SERVICE CONNECTIONS SHALL BE SUBMlTTED AS SEPARATE UNDERGROUND FIRE SERV/CES PERMIT FOR REV/EW AND APPROVAL PUBLIC WORKS ADU NOTES 1. SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING UNIT SHALL E CONNECTED TO THE EXISTING LATERAL ON PRIVATE PROPERTY SIDE PER MUNCIPAL CODE 15.08.050, NO SUB-LATERAL TO THE MAIN SEWER IS PERMITTED. 2. A SEPARATE ADDRESS TO THE ADU IS REQUIRED, PLEASE COMPLETE THE APPLICATION FORM STORMUWATER CHECKLIST NOTES 1. DIRECT ROOF RUNOFF 1NT0 CISTERNS OR RAIN BARRELS AND USE RA/NWATER FOR IRR/GATION OR OTHER NON•POTABLE USE. 2. D/RECT RUNOFF FROM SlDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS. 3. DIRECT RUNOFF FROM ORIVEWAYS AND/OR UNCOVERED PARK/NG LOTS ONTO VEGETATED AREAS. 4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES. 5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION. 6. PROTECT SENSITIVE AREAS, INCLUDING WETV+ND AND RIPARIAN AREAS. AND MINIMIZE CHANGESTOTHENATURALTOPOGRAPHY. 7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPINGI FLOWS TO BAY" OR EQUIVALENT. 8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT, DROUGHT-TOLER4NT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS. 9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER. 10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION CONTROLS ARE ESTABLISHED. 11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE COURSES. 12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A) CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLUDE INSPECTION FRE�UENCY; (B) MEfHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING, CLEARING OF VEGETATION , AND STORAGE AND DISP0.SAL OF EXCAVATED OR CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR TEMPORARY AND OR PERMANENT IRRIGATION 13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER 14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL NECESSARY PERMITS. 15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G. BERMS, SOCKS, FIBER ROLLS OR FILTERS) 18. TRAP SEDIMENT ON•SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS. EARTHEN DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, ETC. 17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE SITE (E.G SWALES AND DIKES) 18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS. DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE. 19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABIIIZE DESIGNATED ACCESS POINTS. 20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA NMERE WASHWATER IS CONTAINED AND TREATED. 21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALSNVASTES PROPERLY TO PREVENT CONTACT WITH STORMWATER. 22. CONTR4CTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S. 23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES. F x 50.5 O x 81.5 O � � i.o: 4N7 GAS METER SERVICE (N) 200AMP ��- ELECT.MEfER � � �! �� - I� � �1 � ,��II � � - � '� � : � �� . � � � � � � �I � � � � ��.�.�,.� ��WLiriYli�YiY ��1 1 � oo� �'� � �= �.._-= a ` ��i�,s�r� �� 'Q,00_2 �! �#:I�El,p,�1N:�i4�.�=5��'t�:QA�i N oz. ,- � __..� '��i tM��i�t�GeRaGF� � I� =�_ ��__ __ �� '___ ---IW --�-- � �� _ iz ``�i_ ' � � � � � '.;;:�► �EMAY. __- 'YS.'111.l�11d�9A�' ��' �w �� _ w• �� .7 �Ov �� T�� P� �� !y'r ��. I'►�`�i�"- =�,. - - I 614 � � _6¢� ' �.�1•. �13'-0" �_ --I VERIFYONSRETOMPKEAS , LARGEASPOSSIBLETOA00 ', PPARKINGSPOTBETWEEN �7 � x 57.6 0 x 57.2 * 58.5 x 5/.4 �A�'�= ," _ _ io '9�II Q � ;� � I x 58.6 upi '� I i a O � I � ir.o�aE.wse*eacx I--.�_-_�-----_-- � x $8.6 � � �� s Mluw+ I i 4il I II � �n92s u�aaxaoe � 1 _-__- i __ � � � --�� 6 ��i'�7�'�a��i��7�� 1 �� K'� � � �! �`,� �.' �� f , 0 _ � �� ' ��, r � - - �� ! � ��i ^ � � �� _ _ � _ .� �,,, �_�, p� � �� o � ��) I 'I ��'� �� --_� � � � . ,�,� „ - �' - L � � _- �'-��--� � k �«UM � � '^� �* . ; .!'rt�$�5�� . �� i � ��a C1.$@Yil�iiff,��. a - _ :�:_.. _ _ -�_ �'6 x ss.z � ^ g0 M_ �� ss e I� . _ _ ��. �� W.3 _ - �` �Mr�wnucs ez : . _ 59.a .I �� . 1}� BERNALAVEN 50' WIOE RIGHT-OF-WAY 593X �_.�' (NJAPGHOACH I 58�1'. _ se?7��- -� , " ___ A ryp qYSON/HISSIDECFPRq�ERYY 62.0 58 g x � x61.6 x�0 xfi02 x59.1 xyy.4 ' x I I 61.4 ' � 6 58.9 PROPOSED SITE PLAN 2 I� Scale: 1= 10 A� a p I � O N I! p II � � .� � I � a �, 0 � ', a a N � � N Q a I a o0000 H W z S��a � � C a+ :� � o � _,mo p � N I N � � I � N �: O � � � �� o �� ti a � � q & � 1?i3 �=_�EF SFR:!;"u5 C.'..^�= o . ' ', 'Ji 5;�)98 Ph �4 5 6:9.C=�5 � m.i_: TIM?iO4`:OVEDi,SIGV.COlf �� form�� one DESIGN ■ PLANNING � I E � O i. a arn � .. �� C FC U ' � 2 Z � F c� a � ' � P, � °� H I o y I � � 1-'± '. ,-� � P.' � �� i � � �. �� , �-i rl P� ��. m E a n Al .0 Sheet Scale: See Details OIPNER/APPLICANT 1170 BERNAL AVENUE, LLC 7110 BERNAL AVENUE BUR�INGAME, CA CODE/ZONING NOTES EXISTING ZONING = R-2 EXISTING USE = 2 SINGI.E FAMILY DWELLINGS PROPOSED ZONING = R-2 PROPOSED USE = SINCLE FAMILY RESIDENCE ON PMCEL A SINCLE fAIALY RESIDENCE ON PARCEL B FEMA FLOOD ZONE: 20NE X 0.27G ANNUAL CHANCE FLOOD U1ILITY COMPANIES: GAS/ELECTRIC - PACIFIC GAS k ELECTRIC C0. WATER - GTV OF BURLINGANE SEIYER -GTV OF BURUNCAME FlRE - CENTRAL COUNTY FlRE DEPMTYENT l0T AREA ORIGINAL s 15,008.74 50. FT. LOT RREA NEW PARCEL A. 7,504.37 50. fT. LOT AREA NEW PARCEL B= 7,SW.17 50. FT. LOT COVERAGE RREA PMCEL A e 2,770 S0. FT. LOT COVERAGE AREA PARCEL B. 4,789 50. FT. CURRENT APN: 026-182-250 CURRENT SIREET AD�RESS 1110 BERNAL AVENUE LOT 10 I � I I LOT 79 � i � � O LAND3 OF ACUII.AR N LOT 19 & PORTION 18 ; BLOCK 34 ' i � 75.00' _ � _ _ LOT 11 TENTATIVE MAP NOTES i. THE SUBJECT 517E5 HAVE CURB ANO SIDEWALK LOCATED ALONG BERNAL AVENUE. SNOULD THE CURB OR SIDEWAIN BE DAMACED DURING THE CONSTRUCTION OF THE PROJECT IT SMALL BE REPIACED AND/OR REPAIRED 8V THE OWNER OF THE PROPERTY PER CIN ST�NDARD SPEpFICATONS. 2. NO GRADING AND/OR TRENCHING SHAIL BE DONE NITHIN THE DRIPLME OF ANY TREE LOCATED NITHIN THE PROJECT AREA N97HOUT FlRST OBTAININC THE APPROVAL OF A CERTIFIED ARBORIST. 3. WFiERE APPLICABLE ALL DINENSIONS PRONDED BY 7HE ARCHI1fCT SHALL SUPERSEDE ANY DIUENS10N5 SHOWN ON THIS PLAN. 4. ALL TREES SHONN UPON THIS PLAN ARE TO REMAIN ACCORDING TO 1HEIR PRE-DEVELOPMENT COND�110N EXCEPT THOSE SF10WN TO BE REMOVED. 5. THE APPLICANT/CONTRACTOR SHALL OBTAIN AN ENCROACMMENT PERAl1T FROM TFIE qN5 ENGINEERING OENSION PRlqt TO THE START OF ANY WORK WITHIN TXE q1Y5 RIGHT-OF-WAY OR PUBLIC EASEMENT MEAS. THE MPLICANT SHALL 08TAIN PERMITS FROA1 iME UTIUTY CpAPANlES PRIpR TO MPLYINC FOR A qTY ENCROACHMENT PERMIT. 6. THE PURPOSE OF THIS IENTATIVE MAP IS TO DINDE THE ORIGINAL PARCEL IN70 TWO EOUAL PART$ ONLY, AlL NNRE IMPROVEMENT$ SHOMN HEREON ARE FOR PLANNING ONLY AND AIUST BE APPROVED UN�ER A SEPERAIE APPLICA710N. NOTES 1.) CONTRACTOR SHALL VERIFV THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 2.) BASIS Oi ELEVATION: THE ELEVATIONS SHONN HEREON NERE DERIVED FROM L-1�L-2 DATA COLLECTED USING NAVSTAR GLOBAL POSITIONING SYSTEN (GPS) AND A CHC%90D-OPUS RECEIVER AND POST-PROCESSED USING THE COItS NETWORK. ALL ELEVATION EXPRESSED IN NAVD 1988 OANM. 3.) BA515 OF BEARINGS: 9EARINGS SHONN ARE BASEO UPON RECORD OF SURVEY MM FlLED FOR RECORD IN BOOK 29 OF LLS. M�PS AT PAGE 99, IN THE RECORDS OF SAN MATEO CWNTY �ND lY/0 }�4' IRON PIPES ALONC TiE RIGMT-OF-WAY �ARMEUTA AVENUE. TAKEN A$ NOIt1H 34'S}'qy' EA57. 4.) ACTUAI TREE TRUNK LOCATONS ARE SNOWN. ORIPUNES IN AREnS OF PROPOSED CONSTRUCTION SHALL BE FlELD VERIFlED. 5.) E%ISTNG STRUCTURES AND IMPROVEYENTS TO BE REMOVED ARE SHONN AS GRAYSCALE OASHED LINES � LOT 72 � LOT 73 � � B L O C K 3 I (3 I1S B3) 50.00' S0.00' LEGEND � — � � SUBJECT PROPERTY UNE — /OJOINER PROPERTY LINE — — — — — BUILDING SE7HAq( IINE --- � EXISTING STRUCNRE TO BE REMOVED — — — OLD BWNDARY LWES �- -- -- EXISTING CONTWR IJNE . - � ' -- � E7a5TING FENCE LINE O SET 5/8' REBAR W/ ORANGE PLASTIC CAP STANPEO PLS {643J � SET NAIL AN� TAG STAMPED PL5 �6437 Q FWND 3/4' IRON PIPE LS /7701 � FWND 3/4' IR�J PIPE LS �304 � Ex1571NG TREE TO BE REMOVED LOT 14 50.00' EXISTING OUT BUILDINGS - h FENGNG TO BE REMOVED � - (SFi0NT1 AS DASHED L�NE) 2' OFFSET �jl IQTCIIE71 N I QUEBT I 3 I _6uiLER nl �M+ � � — ' DINING � � � VW � � � j � � „ _I_ _ _ SO.W' � 2$7P11OARAGE i I �-- I LOT 18 I I I TREE I . �E I X� I I � TREE I E%ISTNG POOL TO BE REMOVED X . (SHONN AS DASHED LINE) I I TREE X, �d, , � � TREE �'. . I CAVEREDEN7itV I I ( PORCH ' �---- ---� � � �-- I� TREE RETAINING WALL�STEPS ��. � �-' o � E)OSTNG RE510ENCE I. I � � TO BE REMOVED TO BE REMOVEO i ' �- (SMONN AS DASME� LINE) . � ; (SNOVM AS OASHED LINE) � ; � � I I ry� mEE , I �� X�' � _ . I� �. � . ;' R� � �TREE ' _ — iREE —. 7REE T�� _ � �.�J _ �_ _ � � o . 3' OFFSET .. 5 55'01'00' E 125.00' 627 � �62�50' 80.5 1 � 62.50' _ 1REE � -- SET SPIKE (TEMP) BERNAL AVENUE 50' N1DE RICHT-OF-WAY UUNDRY uenun I , ----ITREES �I � X I � X� I I I` � I7REE o 0 NE� I �/ _ I i. 3 IY � �, i � ,r I I � � � I TREE I � I I f I � '� 1 �l X` � TREE , I X 1 7REE ' ''"� DRNEWAY Y' 7REE EE� � � � � � 59J LOT 75 LANDS OF 1fAR17NEZ LOT 15, BIK. 34 (3 LLS 93) (29 LLS 99) APN: 026-182-260 � 1' OFFSET _ _ _ _ 50.00' _ _ I � i i, io m�o vlo — _ _ i ' � � i W � Z a 3 1 a� J � W� Q � �.: � � I I � _ _ � 10 5 0 10 SCAIE: 1" = 10' , .�` � __ QUIET RIVER Iand Services Inc. 6747 Sierro Court, Suite K Dublin, CA 94568 (925) 734-6788 Phone LEGAL DE5CRIPTION REAL PROPERTY IN THE GTV OF BURUNGAME, CWN1Y OF SAN MATEO, STATE OF CAIIFORNIA, DE9CRIBED AS FOLLONS: LOTS 16, 17 AND 7HE SOUTHEAS7ERLY 25 FEET, FRONT AND REAR MEASUREMENTS OF LOT 18, BIOCK 36, AS DELINEATED UPON TNAT CERTRIN MAP EN7ITLED, 'M�P OF EASTON ADDI710N OF BURLINGAME ND. Z SAN YATEO COUNTV, CAUFORNU�. FILED FpR RECORD IN THE OFFlCE OF TME RECORDER OF THE CWNTY OF SAN MATEO, STATE OF CALIFORNIA, ON DECEUBER 8, 7905 IN BOOK �A' OF MI.PS, AT PAGE 72 ANO A COPV ENTERED IN BOOK ] OF MAPS Ai PAGE g}, SURVEYOR�S STATEMENT I, KEVIN A1. NCGUIRE, A REGISTERED PROFESSIONAL LAND SURVEYOR DULY UCENSED BY THE LANS OF T1iE STAiE OF CALIFORNIA DO HEREBY STATE THAT THE TOPOGRAPHY, SPOT ELEVATIONS, LOCA710N5 OF E%ISTING IYPROVEMENTS AS SHOWN, ME BASED UPON A FIELD SURVEY PERFORMED BY OUR COMPANY FIELO CREW; AN� I FURTHERMORE DO STAIE THAT TiE PROPERTY BWNDARY LINES, RIqiTS-OF-WAY AND EASEMENTS, IF ANY. ARE BASEO UPON ITEMS OF PUBLIC RECORD AND AL50 FROM SOME CURRENRY UNRECORDED MAP DATA, AND FROM A TITI.E RFPORT SUPP�IED TO WR pFFlCE nND FIT 70 FWND uONUNENTS, N1TH THE PROPOSED FEANRES AS SHONN HEREON BEING DESIGNED BY OTHERS. 1H15 TENTA7IVE MM ANO 7HE IlEA1S AND INFORMATION AS SHOYM, WERE DONE UNDER MY SUPERNSION AND D�RECTION AND ARE TRUE AND ACCURATE TO THE BES1 OF MY KNOWLEDGE AND BEIJEF. � . _ 03/17/2027 KEVIN M. McGUIRE, CA PLS /B�J7 pATE SHEET 1 OF 1 10'ALLEY , \C — � � — _ E 1' OFFSET — — — — 82.50' � 7REE ^�� 82.50' gp.pp' .. � N 5594'00' W 125.00' 1REE �� TREE �. � �� TREE � �� I TRE� . .. � , -------� ��------- � I � I , I EXIS7INC WT BUILDING J TO BE REMOVED I I (SHONN AS DASHED LINE) � , LOT 17 I I L0T 76 I I I � � ❑� � I � I � I I i I � I I � LAIi0.S OF 7 � � ��. i ---� I ARCEL B 11t0 BERNAL AVENUE, LLC NEf9 PARCEL �A� �Q. FT. �NE'If) ' KfTCHEN I LO1S 16. 17 h PM. IB 7604.97 SQ. FT. ( �� FMALV . FAMILV ' I /�M1:` 016-1B2' i50 � � I 16,'WG3 9p. PI'. (TOTAL� . TENTATIVE MAP LANDS OF 1110 BERNAL AVENUE, LLC MAP OF EASTON ADDITION TO BURLINGAME N0. 2 LOTS 16, 17 & PTN. 18, BLOCK 34 (3 LLS 93) 1110 BERNAL AVENUE CITY OF BURLINGAME SAN MATEO COUNTY CALIFORNIA SCALE: 1� = 10' MARCH 2O21 VICINITY MAP FIRE RATING NOTES: 1. ECTEFIOR BEARING WALLS �ESSTHAN 5 FEET FFOM THE PROPERTV GENERAL BUILDING NOTES: LMEIMLLBE&IILTOFONE-HOURPIFERATEDCONSTNUCTqN.I1H9 1.REDt10EDU-FACTOR(0.30) FORHIGHPERFORMANCEWINDOWS2019CAL cac r�e�nwzr�r� oR wf e cac, r�e� eoz. ENERGYCODE §150.f (C)3 A ]. ROOF EAVES W1LL NOT Pft0.1ECT NATHIN Z FT. OF PROPERN LINE y pROVIDE LIGHTiNG AT ALL FXT. LANDINGS PER Y0/9 CRC 303.8 OR Y019 CBC ]OIH CRC TABLE RJOt.f OR 10fY CBC tABLE )OO.T 100B.2 AND t019 CBC 1Y05.4 3. ALL ROOMS TO MEET NATURAL LIGHTING +yENTILATION REQUIREMENTS WILI MEET 4018 CRC R303 EGRESS NOTES: 1. AT LEAST (1) WiNDOW OR �OOR THqT COMPLIES 1MTM EGRESSRE�UIREMENTS, 3078CRCR3f0,ORCBC7030 i��_ i �. ��. �i i iI�� I �. 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MECH. i� ° . �', , conc. yg �' I i � I i I I N � - - '�- � bl \ y�---------- --.1--r L DRIVEWAY LAUNDRY/COMMAND CENTE {� P�VERS TILE 1BM. � I I �'�� ,� -3/0 g L�� D i i I � � �� ... ..,..4 , ,�.. ; I II II I y8 2 0 I , i �4 u �� - ��' � I _____ _ _ _ _____ _____ r LIVING i �o � � '�.. ;�;, Haoo i i i .a '. -�- � � I� I � � ❑� � � I V' ,�� C' ir�. . � _ I � II I - - - I A4.0 ��, i � �, I I 2/0 I I _ - - - I - - - _ � � �'�� 7ro _�. —� � — — -- ---- — — __J , . 4'-(Y' 8'-O' 4'-0" 11'-0" II �- ��I�� . 34'�d' - ��. � u i PROPOSED 1 ST FLR PLAN , '��I�� I��CI,-� - - -----_ Scale: U4 = 1'-0" nz.o ��i �� ii��' i -� N 1 1 � 1 I 1 � � � v y ❑ o N � � � .. � v � a 0 0 � +1 � a � � Q � a oo�oo E-i W z h�o �� '�dV � u �mm� O � N I N � � I � N � O � � o H p� � t�� E ..�� ofi FC ?B5 - Ek SFaI' ]k 1 �z e Fh � .. __ �.N. a. �\_�.._.....��lf �� form� one IIF.STC;N ■ ➢i.AniniTNf: � a Y� O O w b N � O 0. � F � r-I � E-i U � o a -- � a o :o � � U z z W W W � CQ CQ 2 H 0 o a ,-� ,� a � � D � � � A2.0 3 � A Sheet Scale: SeeDetails NOTES'. 1. (OGEE) G.S.M. GUTTERS, 8(3' GSM) oov�saouTs: IINE ALL VALLEVS WITH GSM, AT LEAST 2(Y NADE W1TH WITH tl4" EDGE TURNEDOVER AND FASTENED VNTH CLEATS. LAP JOINTS AT LEAST 4', BUT DO NOT SOLDER. 2. ROOFING MATERIAL TO BE 40 VR ARCHITECTURAL ASPHALT SHINGLES, SEE CUT SHEET ABOVE, COLOR TO BE DETERMINED. ANTIOUE OLACK OR PEIMER GREV 3.VJr1ENINSULATIONISINST/LLLEDIN ENCLOSED RAFTER SPACES NMERE CEIUNGS ARE APPLIED DIRECT TO THE UNDERSIOE OF ROOF RAFTERS, A MINIMUM AIR SPnCE OF 1 INCH MUST BE PROVIDED. MSULATION BAFFLE NEEDEO_ 4. FLASHINGS ANO COUNTER FLASHINGS SHALL NOT BE LESS THAN 0.016-INCM (2&GAGE) CORROSION RESISTANT METAL. AND VALLEV FLASHING 5. AT THE JUNC7URE OF THE ROOF 8 VERTICAI SURFACES, FLASHING 8 COUNTERFLASHINGS SHALL NOT BE LESS THAN 001&INCH (26 GAUGE) 6. NA 7. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MIN. OF 3'-0' FftOM PROPERTV LINES OR ANV OPENING INTO THE BUILDING (I.E. DftVERS. BATHB UTILITV FANS, ETC., MUST BE 3'-0' AWAY FROM DOORS, WINDOWS, OPENING SKVLIGHTS OR ATTIC VENTS, PER CODE 8. (A6 RE�UIRED) THE TRUSS PLAN AND THE TRUSS CALC. SHALL BE kEVIEVv�D d APPROVED BV iHE ENGINEER OF RECORD BEFORE SUBMITTING TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. TRUSS PLANS SHALL BE VvET SIGNED B WET STAMPED BY TRUSS DESIGN ENGINEEF. 8. FURNACE LOCATE� IN ATTIC SPACE SHALL BE LISTE� FOR ATTIC LOCATION AND PROVIDED VNTH 24" W1DE SOLID FLOORING ACCE55 WAV AND 30" NqRKING SPACE AT CONTROLS. 10. FTTIC VENTILATION AT CALIFORNIA FRAMING TO RECEIVE LOW PROFILE VENTS OR OPENING IN THE ROOF SHEATHING BELOW 11. ROOF EAVES SHALL NOT PROJECT NATHIN T OF THE PROPERTV LINE NMERE SETBACK IS 4' PER 2078 CRC § TABLE R302.1 (1) OR 2016 CBC TABLE 705.2. ALL ROOF PROJECTIONS NMICH PROJECT BEVOND THE POINT WHERE FIRE- RESISTIVE CONSiRUCTION V�OULD BE REOUIRED YNLL BE CONSTkUCTE� OF ONE-HOUR FIRE-f2E515TANCE- RATED CONSTRUCTION PER 2016 CRC § R3021 (7 ) OR 2016 CBC § 7052. PLUMBING 8� HVAC NOTE: 1. GROUP ALL EXHAUST FLUES TOGETHER WHEN POSSIBLE & LOCATE ON ROOFS SLOPING TO THE REAR OF HOUSE TYP. VERIFY IOCATION W/ DESIGNER. SOLAR CONDUIT NOTE: PROVIDE A PIPE FOR SOLAR CONDUIT FOR FUTURE USE. 'SOLAR PANEL AREA TO BE NO LESS THEN 150 SQ.FT. ATTIC FURNACE NOTES: 1. PROVIDE THE FOLLOWING FOR ATTIC FURNACES (CMC SECTION 904 04) A. PASSAGEWAY TO EQUIPMENT IESS THAN 6'-0" IN HEIGHT SHALL BE NOT MORE THAN 20'-0" IN LENGTH WHEN MEASURED ALONG THE CENTER LINE OF PASSAGEWAY FROM THE ACCESS OPENING TO THE EQUIPMENT. SECTION 904.10.1. B. UN-OBSTRUCTED PASSAGEWAY W/ A SOILD FLOORING AT LEAST 24" NADE THROUGH-OUT ITS LENGTH. SECTION 904.102 C. A 30"�C30" LEVEL WORKING PLATFORM IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE. SECTION 904.10.3 D. A PERMANENT 120V RECEPTACLE OUTLET AND LIGHTING FIXTURE NEAR THE APPLIANCE. SECTION 964.10.4. E. UPRIGHT FURNACES MAYBE INSTALLED IN ATTIC OR CRAWLSPACE MORE THAN 5'-0" IN HEIGHT, PROVIDED THAT REQUIRED LISTINGS, DUCT AND FURNACE CLEARANCES ARE OBSERVED. SECTION 904.10.5 F. CLARIFY THE LOCATION OF THE FURANCE ON PLANS BY DASHED LINE OR OTHER SYMBOL. � _ _ _ .._ -_ __ ... ... _ . . . __ . I (N) D.S. '. -__ � -.-__'__-_.__ __I � - ._. -. .._.,. .-:. .. � _'_ _ .__ -._ � . - _ -� _, 9 . -. _ .I_ .. - - _-- � � � � � N W � � r I� — �_'� '.. (N)D.S. � � �p � I..... �_.— _...I �` � � � � � � I C! Z � '. � .. _ .� � '� w '�' \ I L . __ _ J , L � � � � — � I 1 _ __ _., __ ' _ : _ _'- , I � �� I� _ __i _ .' I I . i i . —� ,�\Q \ I I I. ONE HOUR FIRE-RESITSTANT I. ,, � �� a � � RATEDCONSTRUCTIONFOR �� `� '�i fOO , .1 � EAVESWITHIN25FEETFROM � ' — r�� h `2'�e ;�li ! PROPERTYLINE � +� � I�i ? � �, � -�- � � .- ., _ _' J �l�I ", G.S.M.OGEEGUTTER .� ��j ! ' y I�� i N�RIDGEI /� N SLOPE i+�l � �_ �J��a�— i• �z __ -�I ( i �� I: '— "' _ — _ — — — ,� i' � _.-:-� � , I� � � -- -- � �` i \ � I -- r , - rr----� ' - i I I I I 'r//� '/'/� il�� I' �__ �-�____� , � �� . � � .I',� \ �� I � �. f! � �,�}_ - _ __ __�__ __ -_ - -_ _- - _ _'_ I ' � � _, �' � j -{N) IROO� -- - -- - - {�--- {�;��--� � i � - - -� - - - � -- - 1 "�� CLASS A: FIRE RATED I � � � . '�I � I ' I I �i � l,". F� _ - - � _ - - - _ - - _ � � ��jy'.�'_. _ . � ; - _ - - - =�I� I - _ - i� - -- - - - - - � � I ;� I -1 I � -�- - �1� � I' --- �' �- �,�- -'i�� . . i . I �- � �- - - � `�� i �� ! i �� i'�. 'i � I '. I I ^� - - I �� ' � �I ^a - - I�� ry/ � - I , �-� � ,� I,� , � .��I � I , � �il L i T_ � `°O I �. LN ��___ r��__ -I;�C�\_ � I _j �:Jf- _ I 4 ,, � � � I ��, I �� .� � .- � � I I i� q Z � '__ �%-� � I ��I �� I; . �I I-__- --. - I � I � � I , I' � � � I �fll'� I � — �`;;,-- �,;`- '�;;,---i , ' I I I i. I _ � - I �� I �� J � � � iLOPE I ��I �?I ��1..__. '_ l _' I 4 (N) RIDGE ' a � ` - i •• _` � , -' � , - � , � � � w - - �� -- . . � _ _ -' � `- *\\\ �� J � I �' y I _ 7 I � � r\e �Z �� =•�I� �I �� -��-f�� -_�' ` �+ I � � � �GI.AS$ A FIRE�R6TEp EPObi' i;-- - � � -- . I �. � , il_ �,' Q(4)3tOPF �I I _ _ _- �' � I� ��$,C � II , � ��,08A'rION�. OF AL� a�LAR PANELS-'� I I� . _ _ __ __� I J�� -- i�,�-- -�'`�- �• i� � � �� I ,- • I ic:.� . .�� -�; . . . i ,'.� II ��\ / i..` .� � jl :'.._ ._�. . _ - ; ,� _ � __ __ - . _ -_ -_ -. __ -.. _ ��_.� � .._ . _ .`__ __I �; -- v I 1 �i N'�� , I ,r i _ I /H � \ �`` - �-��\-� _.� }__, y I l i,l�'�_ . � .�I_�. '.F� ' �'� I _� -�l . - �?I � � �I , �'! � I . I �,� II �+s f-i, I L.I'�� 'f�' L ��.:,_ 1� -- J _" �J �tl''� . p� . pI 6/12 6/12 �tl��, �� i� i �H (N) 9LOPE _ � _ . I - (N) SLOPE � �II �� _ II _ �.j�\ / ,.�Y� ' a._ �, _ _ � .: � ., ,j��', " ��_a � o � / � � ;�i '�. (N) �' � - __ - _ _ �--_ - _ _... L_ _i _ �� : ___ _ �_ � ry'Yio ��Illl \ � I--J �� I��- _ rl y� -t- � '�- - ' J ;- - - - -- - -- - -- - I �- r ...____ -,', � .. �-_- � �I '�- ..-':I J � � L�=== � � �J � . i. .. _. . - - - - - -'- -- - - - �� r- -- - --�: �� (N) D.S. (N) D.S. FLAT ROOF AREA PROPOSED ROOF PLAN , MAIN HOME Scale: 1/4 = 1'-0" �� (l PA6C0` Roofing Producrs InsWllation Instructions L"TzchSh�e a• Radia�c Barri=r Sheat��'� rg Bad� Ura PoolShrthiig Ivbl4tlon wn,.-. M° .. ...n�. ..s,...,..,.. ��.v a4: Um�t�ConYErWon� �-�.,.w"''�'_ .�,.. .`_.n,��-e.��..._i.o ... e., w e.�....x ...� , �.. � , �. . m�,-� .,w�.i�. Cendmutbe .V_ ,. N..... �. .��. c.. ., s,. S[ g EH dll g � +A ,.�,�......., t �.� .n.� x �, r i... .�. ir. / �"�'17L i m /'.�' ,�! SPECS FOR ROOFING ; Scale: N.A. �.i ONE HOUR FIRE-RESITSTANT L�OT LINE RATED CONSTRUCTION FOR ��xi� .w�a � � v- EAVES WITHIN 2-5 FEET FROM __ ____ __ � PROPERTYLME ------ ----- - - _ _. _ -- _ r --- --- --� � I I � I I �. I I I I i — -�� I i'(N) ROOF � I I l.. __ _ i�, CIASS A: FIRE RATED � �� ' 1 I � -- � '. I gF'� F � �. I�__ _ � S�x� I�X� � � I I � I I �', � I'=� \ I I �� I �\ �ri2 � i snz � � (N)SLOPE� � �(N)SLOPE ly� i o � �__ _ - "_ _ - - I ___ _. _ . _ m. _. _ _ I .._ _ � �C � I _ �-�---i-'�'r- -�-r-� I: I I �I�X� I�x� I I � � Ii � I I � i I� � t �' � i i � � I', I i i I I� � Il�j I I I i I� INI� � �� i I � L --- � - -- -� - "' - -`� _. . -- , __. _ , � __- ---� ,. � — ------ — --T- ---- �� , I M'Ir O m � � ONE HOUR FIRE-RESITSTANT ' RATED CONS7RUCTION FOR EAVES WITHIN 2-5 FEET FROM PROPERTY LINE G.S.M. OGEE GUTTER AT71C TRUSS MPJ( 4'-0" HEIGHT � (N) D.S. PROPOSED ROOF PLAN 2 DETACHED GARAGE Scale: I/4 = 1'-0" �� v � ro Q N G � � N � � v ai d � � a ooaoo o � V a � � � � � H W Ui � z zz a a O � N I N � � N O � � � O 4�� z b��m <�., � ? 4 5 . .S 1� E ? 6 P 2h E19 C! E .. .II�@: i.. N'uGESI:,:'.�DIA �� + form on DESIGN ■ PLANNING � � � E� O U ao a vo � :� � � � v � o a a � F � z z W � •v � � I_ x �' awi wm z o H tL O a � a a,-i ,� D �, � � � � F a ti A2 .1 Sheet Scale: SeeDetails v � m 0 0 � N C 0 � N � y N a � � � � > � a�000 �^ �� : � w E��o �a�� m � � � �_ - e ri F: „� 6 ..��m Na H W � C� z z � a 0 u� N N � � I � N O � � E--i O a � z a � 4843 SILVHR SP0.IAG5 CAIlr6 Ci[y, uT 8i038 2h�.:Il5.B19.0?'J; E-ma:l: iIMR:��".0`RGES'.�!i.COM � I II II �� form� one DESIGN ■ PLANNING � � � � H O U a o �l --- � a o v, — 0 . : a�i � � � � U � N � W z �w H b � a� W w � �' cn oa z — o H a p o o � G�. ,-i ,� D � , � � � � F h h A3.0 Sheet Scale: See Details J � � Q� N C 0 � N ,{ 5 N a � 8 � � � �a � �0000 �o � �� '`a o �� ,�- C a�� a 6 .... in �i � E W � C� z z �a a w 0 u� N N � rl I N O � � H O a � z a � 484? 9IiYER SFRINGS �RIVE Pa[k Ci[y� UT 84098 Ph: 4:i.819.O10i � ma,_. iIlARFO�.CNEDe.c"�`;.C6�! � III �� I form�a- one� DESIGN ■ PLANNING � � � � H O U �-7 0 . a -- � ,� o fn � � = O . . 61 � � � � v � � £ a a , W z zw H 'n cz a �a' � °' w w c� �' m w z — o H ¢' o o a o � � � G�', a ,� D <, ,� ,� oa � - � F n 7 A3.1 Sheet Scale: See Details y V ro 0 0 m C 0 � � ,� 5 N a � � � a o0000 �a �� a° �� t a a �, � .,..m „a H w � � z z � a 0 � N N � �--I N O � � E� O a � z w � 4843 SIL'/Fd 9opst��e DAIVE , UT 3iC98 F.^. �+ -�_19.03�4 � :.3._. T.=Y.8:�2:CM'.^.��:;:�.�OFt , �� form� one DESIGN ■ PLANNING A O .� N � on � 'O .� � b � 0 ia. 0 a � F � � E-� O U �l o a -- � a o _� w w � � U a a � z z" w w � m oo z H 0 o a � � a � � � ,� ,� w A4.0 7 � E � z° A Sheet Scale: See Details SURVEYOR NOTES: FIRE RATING NOTES: 1. AT THE TIME OF THE INSPECTION FOR THE FORM AND STEEL NORK 1. EMERiOR BEARING WALLS LE53 iHAN S FEET FROM THE PROPEFTY FOF iHE FOUNDATION OF THE NEW OETACNED GRRAGE. THE IICENSEO LINE W1lL BE BUI�TOF ONE-HWR FIRE RATEO CANSTRUCTION. ]W9 SURVEVOflS HU&5 � STAKES K1TN THEIR LiCEN9E NUMBER W1LL BE IN �qC TABLER3V1.1(i) OR i019 CBC, TABLE C07. PLACE IMTH THE STRING L�NE SET UP fROM 9�TTER BOAFO TO 84TfER �. ROOF FAVES W1ll NOT PRQIECT WITHIN Z FT.OF PfiOPERtt IINE BONRO. p�9CRC 1ABLE R301.1 OR t019 CBC TAB(E ]O5.] 4 ' G2.0 27�-0.• T-0'1 —__ ___�__—___ �aw.xn�n�rtnww. � � � xewwru� P�; �. I - �_ - � � - � � � � 3 G2.0 �iF .z�.�,M.-�.d _ 'I Q GARAGE �I N � „Jy 5'CdJCWINPPF20VEO , VFPOR BARRIER rwxuneex �I �' i 76/OO.HrDR��. _ — — — _ � � _ t _ — — — — _ � _ _ — � 4 � I , (N)ELECT.CAR � - �i CHPJ2 I T I .. G NG S AT ON PER _ , i 1 � . i i CODE) I ��,. � (N)ELECT.PANEI(PER = � CODE) I ' .., - I � i _ . m wui _-�, -------- ----------r �� '�J (N) DRIVEWAY I � - (M PAVERS I _ �_. 16'-0" I _ ❑ 2�� Z �fl I, I G2.0 I� � � ii � � I � I � � � GARAGE PROPOSED GARAGE FLOORPLAN , Scale: 1/4 = 1'-0" �Z �� 5'H7.LIMIT+RIDGEHIGHT _ _ � � 0 §� �I��\ �I � , . ��II ATTIC �,� � �, GARAGET.O.P. �� _ — I' FENCELINE i � I o', REAR YARD r--� ' 6 G2A 5 G2.0 � ' I i NI�p ' J I{ 0 w 0 N � I � i � I �I CEDAR SHINGLE SIDWG W/ 1 HR. FIRE RATING PROPOSED BLDG SECTION 6 scale: 1/a = 1�_�� cz.o J�15' HT. LIMIT+RIDGE HIGHT _ � _ _ 4I ml I ARAGET.O.P. r�-- � � REAR YARD 6 � I� �40 YR ARCH. ASPHALT SHINGLES ,z �6 I ONE HOUR � � FIRE-RESITSTANT RATED ��I� I i CONSTRUCTIONFOR I I, I I EAVES WITHIN 2-5 FEET I I� I-�� , FROM PROPERTV LINE �� —�,� � � � GS.M. GUTTERS (PAINTED) LI ' — (N) 6' WOOD FENCE — II �C �� I I�� CEDAR 9MINGLE 6101NO � W/NITERED CORNERS j .�, CEDAR VENEERED WD I 4� I I I'. I O.H. DOOR PROPOSED FRONT ELEVATION 2 Scale: 1/4 = 1'-0" c2.o � �w ONE HOUR ----� ---� FIRE-RESITSTANT RATED CONS7RUCTION FOR EAVES WITHIN 2-5 FEET FROM PROPERTV LINE I (N) 6' WOOD FENCE---� 1-HOUR RATED � EXT. WALLSYSTEM,TYP. _ _ _ 15' HT. LIMIT + RIDGE HIGH__ T� � - - �. 12 j6 40 YR ARCH. ASPHALTSHINGLES � III �I I 'I . 1 i I I I GARAGE T.O.P. _�� . I I i 'I'.I ii ' I —_ I � I� I G.S.M. GUTTERS � b II - (PAINTED) 1 __________— I I � I� -- CEDAR SHINGLE SIDING ioll � I � ��II�� I W/ MITERED CORNERS II III I I FF 1 . I . PROPOSED REAR ELEVATION 4 scale: Va = 1'-0" cz.o I^ IW ONE HOUR I fIRE-RESITSTANT RA7ED CONSTRUCTION FOR EAVES WITHIN 2-5 FEET FROM PROPERTY LINE I (N) 6' WOOD FENCE � � / � i � i � i i I �I � � ._� r� 15' HT. LIMIT+RIDGE HIGHT �— — � — 40 YR ARCH. ASPHALT SHINGIES GARAGE T.O.P. _ � � •— G.S.M. GUTTERS 'i (PAINTED) FENCELINE � iN ORIVEWAY mi -- CEDAR SHINGLE SIDING W/ MITERED CORNERS �� PROPOSED LEFT ELEVATION 3 Scale: I/4 = I'-0" �z.a 'I�5' HT. LIMIT + RIDGE HIGHT ��— - F CaARAGE T.O.P. � �� _ ORIVEWAY , , � I� i� 40VRARCH. �� ASPHALTSHINGLES � � ONE HOUR �1 � PIRE-RESITSTANT RATED CONSTRUCTION FOR '�' � EAVES WI7HIN 2-5 FEET FROM PROPERTV LINE I 1 �- G.S.M.GUTTERS i � (PAINTED) _ �� (N) 6' WOO� FENCE CEDAR SHINGLE SI�ING W/ MITERED CORNERS PROPOSED RIGHT ELEVATION 5 Scale: 1/4 = 1'-0" Gz.o N +� Q N C 0 � N � �. � � F a 0 � � � � � � m = � � a o0000 H z �o z � p d o � �� o u.. m o Q � N I N � I � N � O � � � E 0 �� z a ��.m ,.a � a¢4= smr_a seni�scs �arve a��c : , u, : c,e _.. �:9.03L= ' "a'_' 'iN2:G.'v`^.O:=vES_�`r.�a`.Q �� form � one JESIGN ■ PLANNI� a � � cd C7 � � 0 a O a � ti E � H a � o a o � � � � r� U a a � a a� � �z H 0 o a � � a � �� ,-� ,� w � � E � A G2.0 I �w �40 YR ARCH. ASPHALTSHINGLES I 12 EVE OVERHANGS W/ IN —i6 4� M� 24" OF PROPERN LINE TO PROJEC7 NO7 MORE THAN 4" 2016 CRC I R302.1 EXP. #4 G.S.M. GUTTERS (PAINTED) (N) 6' WD PENCE � VERIFY IF PRESENT Q 7HI5 I LOCATION Sheet Scale: SeeDetails MIN. R-13 (SOUND BATT) � ALLBATHROOMS/LAUNDRV 2x4 STUD WALL � 18' O.Q S.S.D. m 4� I � � , GRACE _� WCOR PLUS ' - 5/8" TYPE X GYPSUM BO. I NPCIAL THROUGHOUT HOUSE I SMOOTH FINISH (LEVEL 4-5) STAGGER JOINTS EACH SIDE (LOAD BEARING ONLY) NOTES: SEEWWW GPGYPSUM.COM FOR TECHNICAL SPECS INTERIOR WALL DTLS. , Scale: 3" = 1'-0" A5.0 HORIZONTAL WOOD SIDING (SEE ELEVATIONS) APA RATED SHEATHING EXPOSURE 1 �" PLYWOOD OR OSB BENJAMIN OBDYKE (HYORO-GAP) ICC - ES REPORT ESR3394 WALL SIDING UNDERLAYMENT,OR APPROVED EQUAL R-21 FIBERGLASS BATT INSULATION FOR D�6 WALLS, TVPICAL. IF TITLE-24 SHOWS LOWER MINIMUMS, FOLLOW MORE STRWGENT VALUES, g' DENSARMOR PLUS FIREGUARD, OR TOUGHROCK FIREGUARD GYPSUM BD. APPLIED VERTICALLY OR HORIZON7ALLY TO STUDS W/ 1-7/e" 6D COATE� NAILS 7" O.G S7AGGER JOINTS EACH SIDE MIN 2X6STUDS@1B'O.C. NANDOW NATH NAILING FLANGE (SET IN SEALANT EXCEPT ALONG SILL FLANGE) / � / i / / / o � � I� / i - / � ��,, ��I � i ' � i , k � / , ',! � � h �' I.I ` ' i '�i , ��,, ", i ,� I I � �I I lol i 0 I�C I �l o � Ijl i� o , � �i� iio i - MECHANICALLY FASTEN AS NECESSARY IN CORNERS �� THROUGM GRACE WCOR PLUS EXT. WALL DTLS. Z Scale: 3" = 1'-0" A5.0 a tt 0 �d ('7 � i� z ¢ � ¢ � i � WINDOW FLASHING DTLS. -J. BLUM HANDRAIL � �' X i?' STEEL -J. BLUM W.I. SPINDLE 42" H 50 THAT A 4" SPHERE CAN NOT PASS THROUGH '{ RAILING �li � --J. BLUM COLLAR (VERIFY SELECTION W! I I OWNERS/DESIGNER) ! / —WD_FLOOR I � (V.I.F.) / i i � I�I�i ! I�II ` ii � �SU&FLR PER STRUCT. �� ---EPDXIED TO STRINGER NP. �— STRINGER PER STRUC7URAL i � p�' GYP. BD., 7YP. � Ii � � N. �' NP_ X GYP BD. STUD WALL TVP. E, i / i � / � / EXTERIOR WALL � O / 2 i SILL PLATE (SEE VCRDET- I 106 FOR OPTIONS) �I \ / GRACE / \ O � WCORPLUS / ` � / / / I i \ I i � GRACE WCORNER^� OR CORNER PATCH RECOMMENOED i(SEE VCRDET-507 OR VCRDET�04 FOR OPTIONS) NOTES: A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INS7ALLATION VI�EO AND PRODUCT DATA SHEETS B. REMOVE RIPCORD� FROM GRACE WCOR PLUS FOR EASE OF INSTALLATION C. IF APPUCABLE, LEAVE RELEASE PAPER ON IOVJER HALF OF SILL FLASHING UNTIL fUTURE TIE-IN WITH WEATHER RESISTIVE BARRIER �. FOR CONCRETE, MASONRV OR WHERE ADHESION IS MARGINAL, USE PERM-A-BARRIEF� NB PRIMER TO PROMOTE WCOR ADHESION E. CHECK LOCAL BUILDING LODES FOR VvEATHER RE5ISTIVE BHRRIER REQUIREMENTS AND iNSTALL GRACE WCOR PLUS WITH VJEATHER RESISTIVE BARRIER TO FORM WATER-SHEODING LAGS F. INSTALL NANDO W PEft MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR IMNDOW AND WOOD BUCK G OETAIL ALSO REIEVANT FOR GRACE WCOR V40 AND WCOR BUTVL � 11"PREFERRED .� 1 1/4" MAX. 3/4" MIN. ia NOTES ON HANDR.4ILS � 1/4" � 1. THE HANDRAIL SHALL TERMINATE AT A POST �� i� OR NEWEL ON eOTH ENDS, 20'16 CRC R3117 � NEEPSCREED =1NISH GRADE Stair Railing Detail 3 Interior Stair Detail 5 Veneer Brick Detail 6 Scale: 3" = 1'-0" A5 � Scale: 3" = 1'-0" A5 ° IF REQUIRED Scale: 3" = I'-0" A5.0 WD. SILL REDWOOD I 4RTER RND. REDWOOD. (PAINT) aoo�,�� TYPICAL WINDOW DETAIL , Sierra Pacific or Marvin or Equal Scale: 3" = 1'-0" A5.0 ELEVATION m � m 0 N REGGIO STANDARD � VENT W/1NSECT � SCREENBEHIND�BLK. �� ALUM.SCREEN 8 N VEN7) � �� (ti Q � *i � STANDARDBRICK � g Mou�o, rva a u $ m � Q � SIDING FINISH GRA�E LINE REGGIO STANDARO VENT W/ INSECT SCREEN BEHIND(BLK. ALUM.SCREEN 8 VENT) SIDING AS PER ELEVATIONS STANDARD BRICK MOULD, TVP. 3 (N) EXT. WALL VENT DTLS. 4 Scale: N.A. A5.0 Scale: 3" = 1'-0" A5.0 SHEATHING WEATHER - RESISITIVE BARRIER METAL LATH SCRATCH COAT MORTAR SETTING BED CLINKER BRICK VENEER GALV. STEEL CLIPS, S.S.D. MORTARJOINT INSULATION (WHERE OCCURS) STUD WALL —I u NINDOW FLASHING :D TO MATCH TRIM) PAGFIC AIUM. NS(CLAD)OR STANDARD AL STY�E OR SHINGLES (BLUE LABEL) E-i C7 H >�� a° a � u..��u O � N I N � I � N � O � � �-i ' � � H � '" O � J � <a� .1 � V W o., . m PP s FC 98-0? >:.;rER SPRING� OkIVE Pai4� �=:[v, �T 94098 eh: i 5.919.0309 E-mat�: TIM@FORMO:IEDES:GV.COM �� form� one DESIGN ■ PLANNING � � ti � .� N Q b!J � b .� � °�' E H a � o a o � � � � � r.� r� U z z `� W W � m oa z H 0 o a � � a � � � ,� ,� CO AS.O Sheet Scale: See Details �g 3 � 7 3/8" 5/8.. �i 12" I 3/4'. tF 5 1/2" . � I ROOM FINISH SCHEDULE PAINT ROOM FLOORWG WALLS CEILING MILLWORK CROWN REMARKS PAINTSPECS. '-- �-0 ��_Z�. 3._�.. , 2, �„ 3,� �r- _ 9,-0., 3,_�., 3,-0., �, 0,. t s, p„ 6, a, DINING _ _ WOOD TBS TBS PAINT (TBS) TBS _ _ _ _ �NMnRN °ooMs � -_ _ * �- __ r i __ PANTRY WOOD TBS TBS PAINT (TBS) TBS CERA,�TURA(GREEN OPTION), REGAL SELECT, OR APPROVED E�UNALENT - o BUTLER WOOD TBS TBS PAINT(TBS) TBS WATERBORNECEIINGPAINT,ORAPPROVEDEQUIVALENT I i b�' I �I I� LL . BATHROOMS: , � �,�� ; t"', �� I� ��I m� ! I \ I R � �� 0 AUR4 BATH AND SPA, OR APPROVED EQUIVALENT I � KITCHEN WOOD TBS TBS PAINT (TBS) TBS EXTERIORS § � �� Z FAMILY WOOD TBS TBS PAINT (TBS) TBS HOUSE: � �'� � r Q - AURA, REGAL SELECT, OR APPROVEO E�UIVALENT I q�', .p --� � I � � � P� TILE TBS TBS PAINT (TBS) TBS I I � �' LAUNDRY TILE TBS TBS PAINT (TBS) TBS CAL GREEN NOTES: ' - , T' NI \ - - 1. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS PER CGC §4 504 22 � ., .-�,I � i � i i LIVING WOOD TBS T8S PAINT TBS TBS z. DOCUMENTATION PROVIDED THA7 VERIFIES COMPLIANCE WITH VOC FINISH �" � � ) ml I i i i \� I � i� - MAT RI E AIS. 2019 CGC .504. .4 2 li � � il � i E H. � M C CONC. T T � BS BS PAINT TB S TB S � ( ) 3.CARPEfSYSTEMINSTALLE0INTHEBUILDINGINT RI � E OR WILL MEET TH T E ESTING ��. GUEST WOOD TBS TBS PAINT (TBS) TBS AND PRODUCT RE�UIREMEMS FOUND IN THE 1019 CALIFORNIA GREEN BUILDING BATH-1 CODE.2019CGC§4.504.3 q, B. C. D. E. F. G. H. I. TILE TBS TBS PAINT (TBS) TBS 4. WHERE RESILIENT fLOORING IS INSTALLED, AT LEAST 80%OF THE FLOOR AREA RECEIVINGRESILIENTfLOORINGWILLCOMPLYWITHTHECALIFORNIAGREEN �',�00'�. ,�1�1i'1118� �10211031 i104�� I��. '�106 i107'� 108'� i109 114 201� 206 210i 114I M. BED WOOD TBS TBS PAINT (TBS) TBS --_ BUILDING COOE RE�UIREMENTS. 20f9CGC §n.5bi.4 `"' "" � u �� M. BATH TILE TBS TBS PAINT (TBS� TBS 5. HARDWOOD PLYWOOD, PARTIC�EBOARD, AND MEDIUM DENSITY FIBERBOARD M. CLT WOOD TBS TBS PAINT (TBS) TBS COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE BUILDING WILL COMPLY WI7H THE LOW FORMALDEHVDE EMISSION S7ANDARDS. BED-3 WOOD TBS TBS PAINT(TBS) T8S 4019CGC§4.504.5 15'-0" 2'-0" 8'-0" +--z�� a��• �� 6. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR t ' � 3'-0" 3 3'-0" LL BED-2 WOOD TBS TBS PAINT T8S TBS � _ � _ _ _ � � LIMITS FOR ROC AND OTHER RE�UIREMENTS PER CGC 4.5042.3 i W BATH-2 TILE TBS THS PAINT (TBS) TBS 7. ADHESIVES, SEAL4NTS AND CAULKS USED ON THE PROJECi SHALL FOLLOW i� I - t � i a --� -- LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT STANDARDS �� ! I i I I I I I : � BED-1 WOOD TBS TBS PAINT(TBS) TBS Y019CGC§4.5042.1 i� I i I �, BATH-3 TILE T8S TBS PAINT (TBS) TBS _ _ , �� I�I �� I I ��i 4I. � �� '�� I L �J �_LJ_i � � Y ��i �� qi �� BATH-4 TILE TBS TBS PAINT TBS TBS ` I �' I ' � - � � - - � � --��I i i , �i � ', � i � � � � -� ' I ROOM FINISH SCHEDULE � '� \�,'I � ' �-� ' Scale. NA II � A9.0 t\ ' � I ' �J --- } i i . EXTERIOR DOORS & WINDOWS M� I� ��" � d I L. M. N. � � 117 1� I 1191 200 :203i LOCATION DOORS AND WINDOWS DETAILS HDWR. REMARKS NOTES K S12ES MATERIALS 112;,113 207 Q WxH TYPE SVM. CORE EXT. FIN INT.FI .GLAS HEA JAMB SILL TRIM TYPE FIN. 115�1116 117 202 209 205'�.-208] W 001 GARAGE 16-0`XT$ GRRAOEOR. P CEDAR PAINTE� �O�iJ_ SEEOETAILS STO. TBO 1.NOOdCL4DSIERRAPACIFICWINDOWSaDDORS.NMS.D.LMUNTIN �Y O� QDF CUO fl4R3/PU1T'-CONFIRM Z09� z�� 2�2� �J GARAGE 5'-0'%8'-10' FRENLN�R, p PRIM LOE SEEOETAILS STO. IACK NOTEf`1 1 � - - - - - - - - - --� --- 2. EGRESS PER CODE Q _ - _ _ ]. DOOR BY SIMPSON OR EOIIRL, VERIFV DESIGN WTfH ONMEfl 6 (� - - - DE91GNEft � � " d.VEftIF1'OPENINGSIZEWICANTRFCTOR �� ENTRV ]'-0'%8'-P ENTRV.OR. A DF DF PPIME� LOE(n SEEDETAILS ' 8TD. CN NOTE/1,2 S.PFrvACYGVSS ,101 LI VING 1'-0' %S-P D.H. 8 PINE CUD PRIMED LO E SEE OETAILS STD. BD NOTE B 1 8. DOOfl BV SIMPSON NOOD DOOR OR Ea. 1fi'-O�� ]. NA _�- __. - 5�-0�� 4. O�. �� LIVING Z'-0' %3'-0' D.H. C PINE CUD PRIMED LO E SEE DETAILS STD. BO NOTE / 1 B. TFANSOM ABOVE UNIT T0 9E LEADE� NANDOW MADE BV LOCAL I - �� LIVING T�PX3'-0' D.H. C PINE ClAO PRIMED lOE SEE�ETAILS STlI. B� NOTEft - ARTISAN. � �_ B. NA �a LAUNDRV 3-0' XB'�0' ENTHY. �R. p Di �F PftIMED l0 E(n SEE �ETRILS STD. IACK NOTE � t,i �� C") • PRIVACY CONCEPNSOF NEIGHBORS AFTEfl REVIEW W TMEM � 11.(')FIELDMEPSUPE . / i � �� LAUNDRV 3-0' XS-0' D.H. E PINE ClAO PRIMEO l0 E(� SEE DETAILS 9T0. BD NOTE i t i �� MECH. 30'XB'-0' ENTRY.DR. F pF DF PRIME� NA SEEDETAILS STD. K NOTEt1.1 HARONMREFlNISHSPECIFICATION' I,� ----- ENTRY DOOR HARWJARE: (BV ONMEH) ANp INSTALlEO BY CANTqACTOR I I »'. FAMILY <'-0'Xi-0' CASE G PINE CIFD PRIMEO LOE SEE�EtNIIS STO. TBD NOTEti WINDON/HARDNMqE: WHITE,TVP.ryERIFYWIOWNEIi) I � � - p��i FAMILV 4'-0'X]'�O C0.SE G PINE CIAD PRIMEO lOE SEEOETAILS STD. BD NOTEYI \ �-' � CAL GREEN REQUIREMENTS �q E � �I , �I O ��, FAMILY B-0'XS'-P D.H. H PINE CIAD PRIMED LOE SEE�ETAILS STp. TBD NOTEtt 1.NEWMANDATORYU�FI�CTOR(0.58) FORFENESTMTION�SKYLIGHTS F � � � / I LL 5150.0(V) f i \\ I \ I� i � Z - 2.REWCEDU-FACTOR(O.JO)FORMIGHGEHFORMANGELMNOOV�S]019 � ��j KITCHEN 15-0'XB'-0' SLIDING(PKn J OF CUD PRIME� lOE(i7 SEEDETAILS STD. IACK NOTEi1.2 CPLEHERGVCApE§150.1(c)�A � '� �� , I� a 112i �. -__ � KITCHEN Zd %I'-0' CPSE K PINE CIAp PRIMED �OE SEE OETNlS STO. TBD NOTEf 1 SAFETY GLAZING NOTES (CRC R308.4) II �'� `_ � 113i KITCHEN Z-0'XI'9' CASE K PINE CUp PRIMEO lOE SEEDETAIL9 STD. BO HOTEi1 A.ALL9LIOINGaSWINGiNGGUS5000RSTOHPVESNFEttGtAiING, y-_ - ' �� GUEST 6-0'%8'-0' FRENGH I pF CL4D PRIMED LOE(n SEE�ETAILS ST�. N NOTEYI,I B.GLr1ZINGINSHOWERRU65Al1NAFOOMSLE95THhNfiO'ABOVETHE '� STM101NG SURFACE AND LE55lHAN 60' MEPSURED HORRONTIALLV �115 GUEST Y�PX�'6' CASE K PINE CL4D PRIMED LOE SEE�ETWLS STO. 0 NOTE{1 FRdATHEWATER'SEDGEOFqBqTHTU6,HOTTUB,SPA.WHIftLPOOLOR '118I GUEST ]'-0'%1'b' CPSE K PINE CLAD PRIMEO LOE SEEDEfhILS STD. TBD NOTE�1 SWIMMiNGP00L. P' Q� R. C.GWJNGVJffNIHAZPANCOFAD00RTHATISLES5T11AN8PABDVE ��p��I IOOZf i20Q ��'� BATH-1 TaTX�'8' CASE K PINE CIAD PRIMED LOE SEEDETAIL9 STO. BO NOTEit TMEFLOOp. ry - 118 DINING - O.GIAZiNGN1HERETHEE%PQSEDAREAISGREATERTHPNBSO.Ff., �""" ""'^ � J T-0'XS-0' p.H. B PINE CUD PRIMEO LOE SEEOETAILS STO. 80 NOTEft BOTTOMISLESSTHANIB'ANDATlE0.5T38'NBOVETHEFLOOF,AND '118'� DINING @�%5'-P DH. N PINE ClM PRIMED LOE SEEOETAILS STO. TBD NOTE/1 Ao.�ENrTo�,��N�s�RFA�Es. EXT. DOORS & WINDOWS ELEVATIONS 4 E. WITHIN 60' OF TME BOTTOM TREAD OF P STAIRWAV ANO 1E53 THlW ]8' Scale: I/4�� = I�-O�� '� BATH4 2S%I'�B' (3PCS.7 ANM N PINE CIAD PRIMED LOE(n SEEDETAILS STD. 80 NOTEiI ABpVETHEFLOOR A9.O '�p�', BED-1 6-3'XS'-0' �.N. X PINE CUD PflIMEO LOE(n SEEOETAILS gTD. D NOTE�1,2 F.GLAZINGINGUAR0.58RAiLING9. _ G.GLAZINGADJACENTTOSTAIRWAVS,LAN�INGS.ANDRPMPSKITHIN38' �� BED-1 @J'%5'-0' DH. O PINE CIAp PRIMED LOE(n SEEDETAILS STD. BD NOtEt1,2 MOR¢ONThLLYOFTHEWALKING V.I.F. -p�� BATH3 i-0' X 3'-P FIXE� N PINE CUD PRIMED LO E(n SEE DETAILS STD. pp� � � SURFACE LESS THAN 38' ABOVE FINISM FIOOR. , O'�I STAIR <'-0'%6-P FIXED R PINE CLA� PFIMED LOE(n SEEDETrIILS ST[l. BD NOTE/1,2 � O ��'� M. BED 5-3'%5'-0' DN. O PINE CtAD PRIME� LOE(n SEEDETAILS STD. BD NOTEf1,3 �I � LL �', BED3 B'{fX5'-0' D.H. H PINE CLAU PFIMED LOE(n SEEOETAILS STD. 80 NOTE;113 � ��I BATH-2 J'A' X 3'-0' FlXEO N PINE CLRO PRIMED LO E(T� SEE OETAILS STD. 80 NOTE � t I 1J/8" SOLID CORE z PAINT GRADE O � BED-3 @3Jt5'-0' D.H. 0 PINE CLAO PflIMED LOE(n 9EEOEfAILS STD. 0 NOTEit.] U �� BED3/M. BED lzEa/ F�3'XS'�0' AKNING••' O PINE CUD PFIMED LOE SEE�ETAILS STO. BD NOTEit.]"' W � Z�� BED-3 g�3'X5'-0' DH. H PINE CUD PflIMED LOE(n SEEOETAILS STD. TBO NOTEt1.I �� BED-2 8�'%5'-0' O.H. 0 PINE CIAO PRIMED lOE(n SEEDETAILS � � �1z BEP e�3'zs•�v D.H_ O PINE ClAO PRIMEO LOE(n 9EEDETAILS ql '� � � -S�. CORNER 3.5" EXT. DOORS & WINDOWS SCHEDULE Z �i HINGESTYP (EMTEK) Scale: NA p9.0 - I �, -�-�DOORHEIGHTS , (VERIFV) FOR COST I I r � A. i�_-_ �o,�a� 5„ �W INT. DOORS ELEVATIONS Scale: 1/2��=��-o�� p9.0 ` � APPLIANCE SCHEDULE iNOTE N10WANCE FNO INSTALLED 8Y AILOWANCE. CONTRPCTOR TO IN0.UOE BLOCNiNG / ROUGH-IN AS NEE2�D PER SPEC t '4'�, � { ROOM APPLIANCE TYPE MANUF. FINISH MODEL # REMARKS �� KITCHEN ��''��'� (N) RANGE T.B.D. T.B.D. T.B.D. T.B.D. �N�ceonRcv�oMOTORizeo� , � (N)VENTHOOD T.B.D. T.B.D. T.B.D. _ T.B.D. DRIVEWAY GATE ._ _ � o (N) REFRIGERATOR T.B.D. T.B.D. T.B.D. T.B.D. DRIVEWAY GATE -'1110 BERNAL y (N) DISHWASHER T.B.D. T.B,D. T.B.D. T.B.D. � (N) DISPOSAL T.B.D. T.B.D. T.B.D. T.B.D. LAUNDRY (N) WASHER T.B.D. T.B.D. T.B.D. T.B.D. (N) DRYER T.B.D. T.B.D. T.B.D. T.B.D. 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ESPALIER VWE - f 8 I (N) � (N) STONE � � (N) GRAVEL PATfi LANDING � � I �. 8 RESIDENCE ' � i � I e � ! � RNET^I�N P1G WALL . r i �.,,1'� _ — REDWOOD TKEE '25.�O�f � � � yt �o � ` x � 'eo � �-� zo � zo � y zo �� ' ��`--- ti �, `�[ yl� (N) EVERGREEN PRIVACY HEDGE (N) 6'-O" SOLID WOOD FENCING PLUS I 2" LATTICE (E) PRUNUS TREE _ _ _�TO BE REMOVED �_ 10 '9 (N) EITRUSv� �N� I T(�E I L �N� , GARAGE — I � :CAWN 7 � ' �� . �, ,, �, - - �, �'��; �J �� OUTLME OF (E) GARAGE TO gE REMOVED � I- _ � I� ��N� I � I N) 6 O' SOLID WOOD L�N� CONCRETE �ENQNG PLUS I 2" LATTICE _STONE - � �Z�/ UNIT PA�/ER ' � PATIO - ' 7 ` DRIVEWAY7 ' �'�I CN�UNT RTOPW% �t�ry�� (N) PTONE ! 6" BACKSPL�H £ l01 �� FI 8E' TALL STORAGE BELOW r�/ � J43�4�21.�' _. I '. . —c 3 � • �f �� . (PJ) GFLS MEfER s�z�� `�i' � � " � �� '� (N) AC UNIT �. , �w �� .. (N) EVERGREEN PRIVACY TREES (N) j (N) GRAVEL PATti � , � - �� (N� 6�-0° SOLID WOOD RESIDENGE ' I F NCING PW5 I 2" LATTICE (N 6'-O" SOLID WOOD II F�NCING / GATE �� I � OUTLWEOF�� - -rKvvw� Rrvvx r�cr 5. i �� ;,; a 2yi (E) DRIVEWAY TO 6 OSWITCFi PEK FIRE a? � I BE REMOVED � I 5 (N) 6'-O" SOLID a� t � DEPT. REQUIREMENT �� . � ' Zs Sg . GOOD FENCING s . . � - N CON s �� \��' -a.,, _ � � 3 2s � � � e ' ( , 6 _ � �. 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GI... ..: . :.GI ... • . • �� ' • �� .�� . • ' . -- ---- - — ` ---�_._. - -- �_ --_ :- � � ". ,.--�i-._—_ � �- � . � � ♦� mE m�e y `� E U � i U _ CC a.� Q_ CCy U _- N �� C� � U � !l. r"s`^�e � � �° s'Fi�� Q W � U� ZJ U W w �� Q � � Z WJ � L.L � m zw Q Orn -� vJ a Z J� W m r R O U T FEBAUARY23,2021 LANDSCAPE 'p PLAN L1.0 IRRIGATION LEGEND 61 (N) DRIP IRRIGATION TUBING �Hix -��- - - (E) WATER METER LOCATION 'FIELD VERIFY SIZE 4 PRESS U RE 58 . . (N) TIMER/ CONTROLLER E� � SYM DESCRIPTION PSI GPM REMARKS e IRRIGATION METHOD (SPY: SPRAY DRP: DRIP BUB: BUBBLER SUB: SUB-SURFACE) e WATER USE (VL: VERY LOW L: LOW M: MEDIUM N: HIGH MX: MIXED) ❑T WEATHERMATIC SMARTLINE SERIES CONTROLLER - - W/ WEATNER STATION � FEBCO 825Y REDUCED PRESSURE ASSEMBLY 1 75 max. - W/ SNUT-OFF VALVES ►� St1UT-OFF VALVE 60- I 00 - BRA55 BALL VALVE i F105EBIB 60- I 00 - 30" TALL BRASS LINE � FIXTURE � IRRITROL I 00 SERIES CONTROL VALVE 60- I 00 - W/ 6LOBE VALVE ❑ FILTER / PRESSURE REGUTATOR - - AS NEEDED PER MFR'S SPECS �• 11UNTER MPR40 BODY W/ MP ROTATOR SERIES 30-55 .07-2.63 (C)-CORNER, ( I)- I 000 etc. �■ HUNTER MPR40 BODY W/ MP STRIP SERIES 30-55 . 1 4-.55 (L)-LEFT, (5)-51DE, (f�-RIGNT 5� RAINBIRD XERI-POP W/ MPR NOZZLE 20-50 02-.41 (5)-5 SERIES, (8)-8 SERIES °p RAINBIRD XERI-POP W/ SQ NOZZLE 20-50 . I 3-.52 (Q)-QUARTER, (H)-11ALF, (F)-FULL RAINBIRD XERI-BUBBLER SPIKE 'NOT SF10WN I 5-30 .02-.22 AS NEEDED, SEE DETAIL - PVC SCH 40 MAINLINE SO- I 00 - SEE PLAN FOR SIZING - PVC SCH 40 LATERAL PIPING 30-55 - SIZING TBD BY CONTI2ACTOR �%- NETAFIM TECIILINE CV DRIPLINE - - SIZING TBD BY CONTPJ�CTOR ------ NETAFIM TECFiLINE CV (SUBSURFACE) I 0-30 - INSTALL PER MFR'S SPECS __= PVC SCH 40 SLEEVIN6 _ - U�lDER ALL PAVING / WALLS (N) DRIP IRRIGATION TU81NG IRRIGATION NOTFS I. TttE C011GLP�5 011 THE IkPJ6ATI0H PWN ARf SC1fEMATIC MIHIMUM REQUIREMEMS, ME FULL D(�F11T OF'M11Cf1 ARE TO 8E DffERM111ED BY THE CAIlTR4CTOk. T17E CONTRAC�OR StIALL MAKE FOJUSTMENTS �5 NECESSARY B0.5m 0�! ACTUAL SITE COHDIT10�15. 2. ALL IRRIGATION SYSTFM COMPOtIQITS SHALL 8E IIISTALLfD PER AWlUFAG1URER5 SPECIFICA'10115. MAIIUFALTURERS SPEQFlCAT10�l5 SIJPERSEDE WfY SPECS Ot! MESE P1A115 / DFfA1L5. 3. IRPJGATIOM 51'STEM SNnLL USE PRFSSURf RfGUTATORS AS NEEDm TO KiEP ALL COMPONENTS w1TNIN OP(IMAL P51 RnNGE. PER MANUFAL7URER'S SPECS. 4. LONTROLLfR 7YPE SnALL BE A SFIART COIJTROLLFR RAIN SfN50R5 AND / OR WEATIIER STnT10N5 ARE RECOMMEIJ�E�. 5. CONTROt1ER SnALL BE SEf TO IRPJGnTE BE7wEEIJ TNE HOURS OF 87A� rw0 I OAM. COMROIIiR SnALL Be 5ET TO iRR�GnTE DEEP�r nuD 1f55 FREQUENTLY TO ENCOU2nGE DRWGIf� RESISTAIfr ROOT GRO'Mtt. IRPoGATION SCItEW lf TO EE DETERMIr1ED BY AUDITOR! CONTRACIOR. 6, PIPIIJG BETV,�EEN THE wqiER AdE7ER AND P. REDUCED PRFSSURE A55EhIBLY Sf1All eE BRA55 OR CAPPER TYPE'K'. 7. TME BOT70M OF THE REDUCED PRf55URE 0.55EMBLY 511Nll BE MSTAl1ED MIN. 12' A60VE RIE GROUND. 8. A 100 MESn FILTER SHA�L BE II�,STALLfD OH T11E MAINLINE BEFORE ThIE REDUCED PRf55URf A55EhIBLY. 9. VAlVES SHALL BE IIWSED IIV t4fATHER-PKOOF FlASTIC BOXES. LYfIH LOCKABIf 11D5 MARKE� W.4TER 10. COMROL N9RE COIJNEGTIONS ShALL BE MADE WfiH N'ATERPROOF PUSTIC WIRE NUTS. I I. MAIN SUPPLY LINES! FITTINGS SHALL BE P/C SCR 40, 5�-E AS NOTED ON PLAN, OUPoED 12� - 16' �EEP. 12. IATERAL SUPPLY LINES! FIifING55t1ALL BE %/C SCI140, 51%E TO BE DfiEfU.IIN2� BY CANTRAC70R BUPJEO 9" - I 2' DEFP. 13. fliXIBlE POLY PIPE 70 BE %i -%'. DEfERMINED BY CAIITP,pC70R. ALL Y.' Flf%IBIE DISiPJ&JTION LIWE$ TO BE A MfiiIRIUMI OF 5-0' IN IEIIG7!1 ! AP,E TO BE STAKED. 14. BUBBLERS 517ALL BE SPACED TO CREATE AN EVEN WET ZONE ABOUT ir1E 51ZE OP TttE CAIJOPY OF ALL IJPN SIIRUBS, NCN TREES t IXISTING IMMATURE PIOII-NATIVE TRfES. BUBBlfRS SNALL BE PlA(�D TO AVOID A5 MUCNlS POSSIBIE IRR16ATING OAK TREES t ANY OTHER IXISTING, MATURE NATIVE OR DROUGNT TOIiRANT PIANTS. i 5. 1105E &BS 511ALL BE MOUNTED ON GALVAIJIZED STEEL PJSERS 3Q' ABOVE FlNISHED GRADE SECURE TO A B4 STEEL BAR DPJVEN 18' MTO SO110 GROUND. 16. CNECF VAlVES SHALL BE INSTALLED ON ALL OdJ4JHILL DPJPIWE � DISTRIBUTION LINE. 17. RISER Htl6ttT IN IAWN AREAS St1ALL BE 4`. PJSER FIFIGHT IN MEAOQ�ti AREAS AHD O7MER lANDSCAPE AP.FlS 511ALL BE I 2". TFIf PoSERS FOR SPRIWKIERS ON SLOPFS SHALL BE SEf APPROXIMATFLY PEP.PEfJDICUURTO TttE PIAHE OF TIfE SLOPE. 18. IF LOCATION OF A SUPftY 11NE IN7ERFEP.f.S wIT11 ME DPJW NG OF TnE PfANT HOLES, THE PL4tJ� NOIFS SHALL BE LOC4TfD 15 TO CtFAR T11E SUPPLY UPIES. i 8- ALL UNFS SIfALL BE inOR0UG17Lr FLUSt1ED OIJ� PRIOR TO ATTAQ7WDIT pF VALVES. SPRINIIERS, EMI7TFR5, t OTnERTERMWaL FliTINGS. 19. Tr1E CAMRACTOR SnAt1 MAKE FlNAL ADJUSTMIFMS TO TfiE IRPJGATIOPI SY57YM TO ENSURE PROPfR LOVERAGE AIJD PREVEtJT wATER RUN-OFF AND IXfF55 SPRAY. 20. ALL SPRAY AND DRIP ZONES TO BE MIN. 5'-0' APID PRfFERABLY 10�-0' AWAY FROM OAK TRfE TRUNKS. WATER CONSERVATION IN LANDSGAPING ORDINANGE COMPLIANGE TIIESE PLANS COMPLY WITI1 TI1E CRITERIA OF TI1E WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED Tt1EM FOR TI1E EFFICIENT USE OF WATER IN TI1E LANDSCAPE AND IRRIGATION DESIGN PIAN. I RRIGATION PI�AN SCALE: 1/8" = 1'-0" � 60 (N) TIM�2/ CONTROLLER - - � _ me := m�� LL� E U � �--� � U L CC � Q CCS U � N �� i U •� � o `�x°s`�.°F `'�'�" � �°� 'P4 f r ��22 +rF cr aL f�� Q W � U� z� J U W w �� a � � z W �' � �� m zw � O -� �a z J� w m �� FEBRUAIiY 23, 2D21 IRRI6ATION PLAN L2.0 SLWIO NOTE: NOTE: NOTE: i�cnno�i wors WEATHER ALL ELECTIZICAL WORK TO COMPLY ALL ELECTRICAL WORK REDUCED PRESSURE ASSEMBLY STATION I. 1HECOIICEPi50NTF7EIRRIGHTIONPIAIIARESCIIEMATICMINIMUMREflUIRfME�1T5.n7EFULLIXfEilTOF14t11CHARET06EDEfERAAIIlE�BY'F1E WITI1 APPLICABLE CODES coi+rw�c7oz. mecoi�naeloRsw,ur,�nr�no�usTM�+rSnsuecrssuzrenseooiiaaunisi�cor+omoii5. TO BE INSTALLED PER MFR'S TO COMPLY WITFi PVC IATERAL LINE SPECS # APPLICABLE CODES APPLICABLE CODES 'ANGLE TO CORRECT DEPTFi W 450 ELL� "rJ 2. RLL IRRIGATIOH SYSif]A COMP01lBRS SHALL 6E IIISTALIED PER MANUFAC7URER5 �PEQPICATIq75. MAIlUFA(,7URER5 SPELIFICATIONS SUPERSEDE AIN SPECS OIl TFIESE PIAHS i DEfA1L5. VALVE BOX 3. IRPJGATIOu SSTEM SnALL USE PRESSURE REGUL4TOR5 A5 NEEDfD TO KfEP ALL L0�IPONEIJTS N1T111N OP(IMAL P51 RAt4GE, PER BRA55 WYE-FILTER WEATNERMATIC WATERPROOF WIRE n�,,uuFACTur�Rssr�cs. ' I 00 MESH SCREEN SMARTLINE SL4800 CONNECTIONS FEBCO 825Y REDUCED CONTROLLER 4_ CONTROl1FR1YPE5HALLBEASMARTCOHTROLLfR RAINSBJSOPSAND/ORWE4TNfR5TAilONSARERECOMhIE1JDm. PRESSURE ASSEMBLY 'WALL-MOUNT FINISFiED 6RADE s. w�+TRoutRsnausesErroir��aree�rwffrimenourtsoFea�+,v+o ioAM coNrRoueRsnnue�serroia.w�nreoenr,wouss ' I 2-48 ZONES FRE�UEPIRY TO ENCAURAGE DROUGNf RF515TA11T ROOT GROWTH. IRPJ�ATION $C17EDUIE TO BE DETfRMINm BY AIJDITOR/ CANTRALTOR MASTER VALVE WIRE a � PVC MALE ADAPTER � #weatne� uc "OPTIONAL IRRITOL 100 SERIES 6. PIPIN66ETV+EEPItNEWATfRMEhRANDARfDU�DPRE55URfA55EMBLYSRALLBE6Rf550RWPPERIIFEK. � CONDUIT I 1 5v AC CONDUIT 24v AC CONTOL VALVE >� rneeononioFme�oucfoP�ssur�rssen+e�rsnnueeiNsrwe�MiN. iz aeov�me�RouNo. FEBCO PRV SERIES PVC SCti 40 SxT ELL POWER SU PPLY 8. A 100 MESH FILTERSHALL BE PJSTALLED ON THE MAIIJIJNE 6EFORE TF1E REDUCED PRf55URf ASSEMBLY. PRESSURE REGULATOR �n/IRES 'AS NEEDED 9. VALVES ShtALL BE t10U5ED W WEnTHER-PROOF PVSTIC BO%ES, W1TH LOCKA&E UDS MARKfD WnTER. GROUND WIRE �' °"��,� \` PVC SCFi 80 NIPPLE io. coNrRo�s�r�cauNec�oNssnnueeMaoewrmwn��rRooFPinsncwir�wurs. BRASS UNION z � �_ _r �� 6" LONG `BOTH S IDES � RP.I N STAT WIRES a� I I. MNW SUPPLY LWES f PITTINGS St1ALL 6E PVC SCN 40, 51ZE AS NOTED ON PIAN, SURIm 12' - 16" DEEP. N RISER PIPE COMMON NEUTRAL WIRE OPrIONAL TYP BRICK PVC SCI1 80 PIPE Sf1UT-OFF VALVE — 'COPPERTI'PE'K' EXPANSION COILS MAIN LINE PIPING iz. ureRn�sur��ruNes<Frtriuessnnuaewcscnao.sihToeeo�rea.rniNenercoNrw,aoR,sue�eos°-iz•��v. '60TF1 SIDES OR BRA55 PUMP CIRCUIT WIRES W/ FITTING "OPTIONAL 13. FtD(IBIE POLY PIPE TO BE Y" -%', DEiERMINFD BY CAMRACfOR. ALL %' RFXIBIE DISTPJ&1TION LWES TO BE A MAXIMUM OF 5'-0' IIJ IENGTH } + FINISt1ED GRADE VALVE CONTROL WIRES �ARETOBESTAKfD. 'ONE PER VALVE WATERPROOF COMMON � CONTROL I4. 6UBBlfR55tlALLBESPACEDTOQtEATEANEVENWfTZONEA601f�THE51ZE0FTnECANOPYOFALLNBVStlRUBS,NEWTREF5tIX15TING CONNECfIONS N/IRES TO CONTROLLER IMMATUREIJON-NATIVETREES. BUB&ERSStlALLBEPtACEDT0AV01D0.5MUCHf5P0551BlEIRPJGATINGOAKTRfEStANYOTFIERIX15TING, PEA GRAVEL ' I 2" DEEP "'"T�� N^nve ac oRou�rrr ro�xnNT �rs. CONTROL 15. MOSE BIBS StlA0. BE MOI/MED ON GAIVANIZED STEEL RISERS 30 ABOVE FlNISHED GRqDE. SECURf TO A F4 STEEL BnR �PJVFN i8' INTO VA W E souD GRouND REDUCEDPRESSURE ASSEMBLY SMART CONTROLLER CONTROL VALVE �6. �„E�K�F�,�S�u��NSTP„�oNAu�„�u�P��NE,o�,�a�a��NE. A SCALE: NTS B SCALE: NTS C SCALE: NTS I7. PoSER hFJC�FfT IN LAWN ARfAS SnALL BE 4' RISER HEIGHT IN MFADO4 AR;JS AND OT17ER IAIJDSCAPEl3�t5 SitALL EE 12'. THE PoSERS FOR SPPJNKlfRS ON SLOPES 5r1ALL BE SET APPRO7(IMaTE1Y PEkPEIJDICUlARTO Tt1E PIN�E OF TIfE SLOPE. 18. IF LOCATION OF A SUPP Y 11NE INTERFERES Wlhl Tt1E Cftl W NG OF THE ?IANT tfOLES. THE PtAUT ItOlFS SnALL BE LOLATfD 15 TO CIFAR TIIE SUPPLY LINES. NOTE: FINISIIED GRADE NOTE: LAWN SPRAY RISER: 6�� POP-UP 18 ALLLINESSNALLBETHOROUGt1LYftU51fED0UTPRI0P.T0AITACNMENTOFVALVE5,5PP�NK1fR5,EMITIERS.<OTtiERTEP.hIINAIfiTTINGS. MULCIi IAWN SPRAY RISER: 6" POP-UP MEADOW SPRAY RISER: I 2" POP-UP MEADOW, SHRUB SPRAY RISER: I 2" POP-UP �s. meeo�rRncroRsnnun+nr.�FiNuaausrMeNrsrornei�wcnna+ss�niroe+su�PRor�ewerwe�nNOPRe�NrwnrfxRun-oFr AUD IXCf55 SPRAY. TECfiLINE ^ � DRI PLI N E 20. ALL SPRAY AND DPJP [ONES TO BE MIN. 5'-0' AND PREFERABLY 10-0' A4VAY FROM OAK TREE TRUNKS. FIUNTER MP ROTATOR AUTOMATIC FLUSH VALVE SPRAY NOZZLE � PLUMBED TO PVC OR POLY XERI-POP MICROSPRAY � SOIL BED EXNAUST FIEADER FINISIIED 6RADE WATER CONSERVATION IN LANDSCAPING ORDINANCE COMPLIANCE FINISH GRADE SPACING TECNLINE START PER SOIL CONNECTION CONDITIONS MALE ADAPTER TIIESE PlANS COMPLY WITI1 TI1E GRITERIA OF TI1E WATER CONSERVATION HUNTER MPR40 BODY TECHLINE DRIPLINE I/2�� or 3/4" POLY TUBING IN LANDSCAPING ORDINANCE AND APPLIED Tf1EM FOR TI1E EFFICIENT U5E W/ Ct1ECK VALVE TECIILINE DRIPLINE iia�� SELF-PIERCING OF WATER IN TI1E LANDSCAPE AND IRRIGATION DESI�N PIAN. 'CENTERED ON BERM BARB CONNEGTOR SWING JOINT: AR TECHLINE TEE I/4" DISTRIBUTION TUBING f1UNTER PRO-FLDC TUBING, (2) I1SBE-050 ELBOWS � AIR/ VACUUM RELIEF ( I) MARLEX STREEf ELBOW PLUMBED TO TECHLINE AT EACt1 t11GH POINT IATERAL PIPE SUPPLY 11EADER REMOTE CONTROL VALVE WITI1 DISC LATEPJ�L TEE OR ELL FILTER AND PRV � SPRAY HEAD & BODY � DRIPLINE SAMPLE LAYOUT � POP—UP MICROSPRAY V SCALE: NTS C SCALE: NTS � SCALE: NTS NOTE: NOTES: I/2" PVC IRRIGATION USE RAINBIRD XERI-MAN TOOL TO I. SPACE EMITTERS TO CREATE AN EVEN WET ZONE ABOUT Th1E SIZE W/ XERI-BUBBLER INSERT BARB INTO POLY TUBING OF THE CANOPY OF ALL NEW SNRUBS, NEW TREES, � F�CISTING 6 LASER LINE IMMATURE NON-NATIVE FXISTING TREES. 2. PLACE EMITTERS AS TO AVOID A5 MUCH AS POSSIBLE IRRIGATING POT 'PER OWNER SUPERSOIL OAK TREES � ANY OTHER EXISTING, MATURE NATIVE OR DROUGIIT •pR EQ, RAINBIRD XERI-BUBBLER TOLERANT PIANTS. 'SPIKE MOUNT BITUTHENE m WATER-PROOFING I/4" DISTRUBUTION TUBING 'STAKE 'S'-0" MAX. LENGTII FILTER FABRIC I/4" BARB CONNECTOR ��2�� _ 3�4�� 'INCLUDED ON SPIKE POLYTUBING I/2" or 3/4" POLYTUBING LARGE SNRUB SMALL SHRUB OR TREE EMITTER / 4" DEEP PEA GRAVEL EMITTER / BUBBLER � MULCti BUBBLER FINISHED >i tp r: i, s r n PAVING � � GRADE � �` FINISHED 6RADE � I/2" - 3/4" POLY TUBING WATERPROOF SEAL I/4" DISTRIBUTION I/4" DISTRIBUTION CONNECT TO SITE 'PREVENT DRAINAGE TUBIN6 'STAKED TUBING 'STAKED DRAINAGE / IRRIGATION TO PAVING 5'-O" MAX. LENGTIi 5'-O" MAX. LENGTH 4" PVC SLEEVE / DRAIN �r,�POT IRRIGATION / DRAINAGE �v�IKE MOUNT BUBBLERS �� ITTER SPACING � SCALE: NTS r I SCALE: NTS I SCALE: NTS REVISIONS •; m�e y `� U � � U i : CC � �� U � N �� Cd � U •� L ,r�°x'°e ,��,`�ioG "p4 `-^ : r� � � �`a u��c`k`'P. W � U� � ZJ U W w � � Q �� Z WJ � �_ m zw Q O�/'�J VJ ¢ Z J � w m � o SEPTEMBER 00. 2015 NOTES/ DETAILS L2.5