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Home My WebLink About1025 Cabrillo Avenue - Plansb � ' F f � t 1025 CABRILLO AVENUE, BURLINGAME, CA A.P.N.: 026-184-020 DESIGN DATA PROJECT DATA SHEET INDEX PROJECT DIRECTORY 2013 GALIFOf2�JiA BUILDIN6 GODE 1025 GABRILLO AVE. ARGI-iI7�CTU�L 2DI3 CALIFOR�IIA MEGHANICAL GODE I. SI7E ADDRESS: BURLINGAME, GA 9401D PROPERTY OUINER: LANDSGAPE DESICsN: 2013 CALIFO�IIA PLUMBINCs CODE A.I GOVER SNEET 1075 GABRILLO BURLMGAME LLC GHU DE51GN ASSGZ:IAtES WG. 10�I3 GALIFOf�?�IIA ELEGTRIG CODE 2. APN: 026-184-m20 A2 SITE PLAN 1355 WILLOW WAY, 5111tE 461 55 W. 43RD AVE. 2013 CALIFORNIA ENERCsY CODE 3. TYPt OF GONSTRUCTION FOR: A3 PROPOSED FIRST PLAN CONGORD, GA 9452D SAN MATEo, GA 94403 DWELLINCs AND 6ARACsE: TYPE v A.4 PROP05ED SEGOND FLOOR PLAN TEL: (65m) 345-9P86, ExT. 104 ALL OTHER STATE AND LOCAL ORDINANGES AND REGULATIONS OCCUPANGY GROUP �OR DWELLINCs: R-3 i U A5 ELEVATIONS FAX: l65D1345-9YBl ALL 9TRIJGTUR4L DESIGN DATA A5 PER CBG SECTION 1603 OGGUPANCY GROUP POR GARQC:E: u A�o ELEVATIDNS EMAIL: Jameee�ee�gncom ALL GONSTRUG710N AS PER GBG 7ABLE 601. TYPE Y. 11�39D0 SF A� �sARAGE ELEVATIONS ARCNItECTURAL: 4, SITE AREA: N2 CONSTRUCTION BMP JAMES CWJ ADOPTION OF THE 2013 EDITION OF THE CALIF0�3JIA 5TATE BIIILDING GODES, TITLE 24, CALIFORJIA GODE OF REGULATIONS WAS MANDATED BY AB 4616 AND SB 2811, EFFEGTIVE 5. MAX. COVERED PLOOR AREA ALLOUJED: 5,096.48 SF AC.I AREA CALGULATIONS (PLANNER SET ONLY) CHU DE51GN ASSOCIATEB ING. JANUARY �, 2014. iNE FOLLOIUINCs LOGAL AMENDMENtS TO THE CALIFORdIA STATE BUILDINCs (32q • 1,100 + 400 $F �OR 6ARACsE) AC2 AREA CALCULATIONS (PLANNER SET ONLY) 55 W. 43RD AVE. CADES UIERE FILED WIiN TNE OFFICE OF NCU5ING AND GOMMUNITY DEVELOFMENT. b. MAX. LOT COVERACsE ALLOUIED (40q ): 4,495b0 SF SAN MAiEO, GA 94403 l. EXISTINCs 5?RIJCTURE TO BE REMOVED C�V�L TEL: l6507345-9Y86, EM. 104 ENTIRE �SIDENCE, CRAWL SPACE AND ATTIC SHALL BE PROTECTED BY AUtOMATIC 32f031.00 $F BOUNDARY t TOPOCsRAPHIG $URVEY FAX: (6501 345-9181 FIRE-EXTINGl115NING SYSTEM I�PA 13-D STANDARD. �EJ RESIDENGE 6 GAR4CsE EMAIL: Jemes•c}udeslgncom (sENER4L NOTES: 8. PROPOSED FLOOR AREA I. ALL DETAILS, MATERIALS, FINISNES AND A55EMBLIES ARE NOT NECE55ARILY SNOLLN. THESE FINAL FINISH (N) PROPOSED FIRST FLOOR ��4�� 'YIL SURYEY: DETAILS INGLUDING GASEIUUpC AND MATERIAL SELEGTIONS WILL BE COORDINATED BY TNE OLLNER (N) PROP05ED SECOND FLOOR ZA�I.PJO $F R.4vANAGN ENCsINEERINCs lN) GARAGE 503.11 SF �. ALL GON5IRIJGTION SNALL BE IN ACGORDANGE WI7N TNE UNIFOR1 &IILDING CODE, APPLICABLE (N) FRONT, REAR � SIDE PORGH 111.00 SF < 100 SF 11.00 5F lO8 CAROLAN AVE. BURLINGAME, GA 94010 EDITIqJ, AND ALL OTHER PERTINENT CADES, LAU15 CND RELNII�MENTS OF THE LOGAL 6UILDINCs (N) TOTAL FLOOR AREA 5fD91.l1 5F < 5,096.48 5F TEL= (650) 519-1944 OFFICIALS, WNETNER OR NOT SPEGIFIGALL7 SHOLLN ON THESE DOCUMENTS. THESE DOGUMENTS ARE NOT �NJ FLOOR AREA R.4TI0: 4530 e INiENDED ?O SNOW EVERY DEtAIL OR GONDIiiON. MPNY DEtAILS IN RESIDENiIAL CONSTRIlGT10N A� BUILT AGCORDING TD PROFESSIGNAL GGNSTRUG?ION PRAG?IGES, AND ARE iHEREFORE NOT DEiAILED M 9. L01 COVERED AREA TNESE DOCIIMENTS. CONTACi GNIJ DESIGN AND ENGINEERING INC. If GONDIilONS OR OTHER (N) FIRST FLOOR 2,486PJ0 SF CIRCUMSTANCES REGNII� CHANGES IN THE IWrdC SNOU.N, OR REQUIRE CLARIFIGATION. ALL WOF�C SHALL (NJ GARACsE 503.11 SF �"� �� Y C�� i ��"+d BE DONE IN A HIGN LMJALITY Ml+1�BJER A�� TO THE PREYAILMG 5?ANDARDS OF THE INDIISTRY �� FOR EACN 7RADE. (N) FRONT 6 SIDE PORCN �� `� �� " ' �' lN) FIREPLAGES 10.00 SF � � � � ,� � 3. iNE GONiR4G?OR SHALL PROVIDE ALL LABOR MATERIALS, EQIIIFMENT, SUPERVISIGN AND GLEGN-UP (NJ GANTILEYER 3280 SF TO ACCOMPLISH ALL OF THE UIOPoG SHO(I.N, INCLUDINCs ALL WARRANTIES AND IN57RIlGTI0N5, TO PROVIDE A GOMPLETE WOpCING INSTALLATION, AND TO LEAVE iHE OLLNER WI7N AN APPROVED PRODUCT. (N) iOTAL FLOOR�AREA 3,142.11 SF < 4,495b0 5F . 4. CONIRACTOR SNALL A95UME COMPLETE AND 50LE RESPONSIBILITY FOR MEM75 AND METNODS OF �N) FLOOR AREA RATIO: Z��°� q �.�� -� �- _. �'' �y ;. CONBTpJGTION, AND FOR ALL SAFE7Y I1EA5URE5 TO PROTEG7 ALL PROPER?Y, PER50NNEL AND 1NIRD �� ii �.e ±__; -;' PARtIES FROM DAM?GE OR INJIIRY. iHlS RESPONSIBILI?Y SHALL BE CON71NU0115 AND NOt SOLELY DIIRING UIOPoCINCs NOURS. GONiR4CTOR SHALL pEFEND, INDEMNIFY AND HOLD NAp1LES5 CHIJ pE51GN ASSOGIATES INC. AND RELATED ENGINEERS FROM ANY GLAIMS OF LIABILIiY, REAL OR ALLEGED, IN I\I �� i„' � CONNEGiION WITH THE PErsfORM?NGE OF NI5 WORK ON iHlS PROJECT, ExGEPiINCs FOR LIABILI7Y ARISINCs FROM ?HE SOLE NEGLIGENGE Gf G411J DESIGN ASSOGIAIES ING. t+ND RELAtED ENCsINEERS. '� �� 4 5. THESE DOGUMEN7S DO NOT CONTAIN PROVI510N5 FOR tHE HMIDLINCs OR REMOVAL OF ANY v�.f �y (;:= t�; ; � r, • NAZARD0115 MATERIALS. SNOULD MJY 51JCN MAiERIALS BE 5U5PEGtED OR ENGOUNtERED, SPECIALIS?S _ -�- ��-�NGAP,"== SHALL BE GALLED IN TO MAKE �COMMENDATIONS. �� - � � ' �� '�I�;' �- ".v�.,.A�v 17f`�,i b. PROVIDE ALL MANDATORY FEANRES REQUIRED BY THE T-24 ENERCsY CODE, INGLIIDINCs WEATHER-9TRIPPING, BIJILDINCs IN5ULATICN, PIPE INSULATION, LIGHTING AND APPLIANGE MEASURE9, AND C 0 N S T R U C T I 0 N S C H E D U L E OTHER FEATURES REQUIRED BY 71iLE 24 OR OTHER STAtE, FEDER.4L OF LOGAL GODES. l. NO PERSGN SNALL EI�CT IINGLUDINCs ExGAVATIGN AND GRADINCs), DEMOLISH, ALTER OR �PAIR ANY I. NO PERSON SHALL ERECT lINGLUDINCa EXGAVATION AND 6RQDING), DEMOLISH, ALiER OR &JILDINCs OR STRLJCTURE OTHER TFIAN BEiWEEN iNE F�IOURS PEp'11TTED BY iNE LOCAL JIJRISDICTION. REPAIR ANY BUILDINCs OR STRUGTURE OTNER TNAN BETUJEEN THE FOLLOU11NCs HOLIRS. NOLIDA75 ARE TNE FIRST DAY OF JANUARY, TNE THIRD MONDAY OF FEBRUARY, THE LAST 8. ANY HIDDEN CONDITIONS TNAT REQUIRE 01CXdC TO BE PERf-Of�'1ED 6EYOND THE SGOPE Gf THE MONDAY OF MA7, TNE FOIJRTH DAY OF JULT, THE FIRST MONDAT OF SEPTEMBER, BIIILDING PEFtt'il7 15SUED FOR THESE PLANS MAY REQUIRE RIRTHER CITY APPROVALS INCLUDING REVIEW ELEVENTH DAY OF NOVEMBER, THE POURTH THURSpAY IN NOVEMBER AND TNE TWENTY BY TNE PLANNINCs GOI'IMI510N. FIRTN DA7 OF DEGEMBER TNE OR IF THE TWENTY-FIFTN DAY OF DEGEMBER FALLS ON A 9. PLUMBINCs GONTRACTOR WILL PROVIDE A SINGLE LINE pIACsRAM oN TIME OF INSPEGTION ANp ANY SUNpAY ?NE POLLOWING MONDAY 15 A HOLIDAY. PROVIDE THE FOLLOWING GONSTRUGTION INSiALLATION PRIOR TO PLMI GHEGK AND APPROVAL IS AT CONTRAGTOR'S RISK NOURS ON 7NE PLANS PER GTY OF BURLINGAME MUNIGIPAL CODE IS.PJl.130. 1. MONDAY TNROUCsN FRIDAY: lAM TO lPM Im. PIRE SPRINKLERS SNALL BE MSTALLED AND SNOP DR4WING5 SNALL BE APPROVED BY 7NE FIRE Ii. $ATURDAYS: 9AM TO 6PM DEPAR7MENT PRIOR 70 INSTALLATION Ifi 51JNDAY AND NOLIDAYS: 10AM TO 6PM II. IF GRQDING PERFIIT 19 REQUIRED, li 5HOIILD BE OBtAINED FROM DEPAp�1ENT OF PUBLIG WORKS. 12. IF Pl1BLIC WORKS REQUIRES SIDEWALK REPLAGEMEN7, POLICY FOR EXPANDING WIDTN OF PLANTER STRIP NEED TO BE IMPLEMENTED AND TREES NEED TO BE ADDED. REYISIONS U � �w [� o � � U � O � �o �� w ¢o�M �i �°Foo � 7�� j �� .� � � v V o ��a.� �.�� .g�� z �� s:a� � �sWQ� . �_�� a � ao� 'g �S �� a �� .�� .'� �� a �g a, a g. 9 ,� � �'a�� WO� o U � � w�� °° Q �V—i O �U 3N� a �o� � �� NOV. 4, 2014 � AS NOTED ox,wr,: RO A.l � M r --- 9ET8ACK I'-b' �' � �. : � , sEiaaac T I II I � � � � : : : �I . (E) GARGGE TD II '�WEL 5� � . T I�'. I BE f�MOVED � 'I � . I il �b:R � � �.�.I i I � �, i � •� i retivao� � i TO f�hIAIN � ! $ I I j � I, I 3 I 0 I � i s i m N ! � I� I i � � ------ ' I � I II (E) RE5IDENGE TO � �� ADDRE59 9ETBACK(FT) �25 (811E! P4.� 1015 P4.1 1011 24ID AVER4GE . 7430' Lt' MKa � 74° O rrw � -T ' `}� y � .c.�.• -_.i.tt : (ElCONC�TE ��. 1 c 17• MKa . .. ,-�..__O lN) CONCREIE H' STAh1DAF DPoVEW47 APPROACH PER GI7Y STANOARDS � S�cs. � 0 V .m N z �r acaaa 48" F2DIU 41ID • . � � / � / / ,� /� /% �,, �� ;' � I i � i i i i j i � � F: � ' o � 3 � � �: �� I II II II II II I II QSITE DEVELOPMENT PLAN SCALE:1 -1'-0" N (E) WOOD FENGE IiliUf� POOL (E) 9TpJCTIIf'�E TO TO �FIAM LOGAiION gE REMpyED pyg N 55'04' O" W 100ID0' smmm ._l, � — — � — � � � �--- ---- -- " ......_— f.EDM !f �� I �� I 9 ;� i� m• � � I � -r lW LAU.N� . . I0 � T � � . . . I I y . . 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DI�CT VENi iHqJ GNII'ME7 � � � M � � � O � � O � �� N � � � H W QOMM Q �° o 0 � �� v� j ��w� � �.��w ��o�� .� � �� rtzQi.9a �7 � �6 � � �p � � �' z � �� '� �� o a�q qswa� 'g � � � � � € a��9o��+ g 6B!a � E �� r '� � c�. a � .'ay ,� � °� ��oe� ��a a'R, si e � S ��s �'a�� OW o � ' W � O� �� z 3N� a �o� � NOV. 4, 2014 —�BA�PoILATED, TI�DIpI - D r,f� �.•... acuE - .ur� uuh��au�o nsxo�n CASE'�¢NT;BAIiDOW � � ,.3` °NA'"'": �� 7iL`AZINCa, U1J013ii11� . R� _ ma ;, _ �,�. � - J � ;_, �� ':. A.5 .[.,, ..�. .. a �rs . . . - - L GEND EE • ��cr �55 ��t:s:�: r.?� TYP. ROOF PITCN � � B Dlf'cECi VENi TNRll CHIMFIEY MED. LLVOD 9HNCE �� ,. IJPPE� R F`°°R ,► an� MAM PLOOR �h EL. �50Z�9 .��:�� ___� L� �� ,� � � � , ' �, , � � '� � �, y� ��'�k -.��f . . . . `.".i � Y . 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I . . . ��\ A PLATe�ie�E� 1— ;f '� �� "a"u � . .. . . � Kt.' \� _ , � , � � � � � �: x, �i � � � � aze u� w�� x �� 'I � � �I � e r-�sr, mP. � �� -x-� �_ �..� i � � � � �"� ,,�� II�- -� - , , � � � , ��-.'� -,� ,� � , �� , , MAM FLOOR I�'"=""'""" a X"'' .. � . . . ,l EL. �50IDD � II w.o�`'° y "'�.' �a.. � . . . . �. . — — — � �, _ � � . �. . - Y `�:�-. � -��`—' � . � . .. . . . _ .. -. ------ ----------- ---------- ----------- � IIIDOD Ff�NGa LEADED 9NGG�� TYP. Bq��e7E� 91MJLATED TRIE DIVIDED ----- WOOD BRACKET, ttP. (El GRADE DppFg, 7YP. �qgg, TMp. LITE ALUMIW9'1 WOOD CLAD (N) GRADE GASETIENi WMDOW W/, DIIAL GLAZING, IWOD TRIM iYP. RIGHT ELEVATION E: 14"=1'-0" R� � � � eO} Q 7 U °� O � `" o z �� h � W�d0 ��.,��„ 'E� oo^ � v � v� :5 j �� ,aUy. €� � �a.� �� o'w�-t _ gic7 8� 5 � �� s�� ,�� .9�s,�Q� � � o �.��.� �o � � a 15 ��$`a � � �� s �a� �� ['� 6 6�{ .� ,� 3 '2��j1S « � & p � �� 5 � � S � �.��a�; ��\ `/ WOW p W�� A �V—i O ��z 3N� a �o� � �re OCT. 2014 A.6 a �rs 1x WOOD HED. WOOD SHAKE 1RIM. TYP. � 6� i I. .. . . . ... � - . � . . � . - . p I � = I b � � . � _ �. . . . � � I �� , , � �� w� � � I� � � 6?UCCO FMISH, STAMED WOOD TYP. GqRAGE DppR LKaF1T FIXN�, 40 WATTS MAX. FRONT ELEVATION : � �_,�- m in 0 � � MED.WOOD 9NAKE �6 � I � ... � . .. .. . . � . - - � - . . . . . "� � � I bo I i SiI1CC0 FMISN, (EJ t (W GRADE m'' REAR ELEVATION ��, : � �,_,- � �� IJ��AJM�i��A!�A�R��l� '� • •,• ��I��pi�1�MIM1aH4'14. I\�RJ4��Jr��irrNi\I�Rd�iA�14i11� nwm■��■r+u�rnw+nrna�r+n•.. ��+P l� l+J r+.P �J��e� • LN�I�.P�1�. ��,�iMIqH��rf� ►��II rql4- ' t�r+� ■ v ror....rs+. r�.r�rwrrwrs A4��UA' V p�pM�Y�OiY+��NhN� ��-aN��PNrPR�IrMl�1�P�Nr1�Iwlh. i�P1h1�. 4��4.M�W��- r a�wrwrr�.w, rr�..4-�ar. I,V.�NN��4±�4!��r!M_►_.'V�,m�n��..�...��.rd.�MH� �� I 1 ', �� I,�'��i � �-�,-- � I�_ �� I■ ' � � � i 18' SIDE $ETBAqC QGARAGE FLOOR PLAN ni.E: � -r N NOTE: i. exreRioR eeaxu� uaus ar r� �aw+c� n�aT ar� �ss ruur� 5 r�Er FIdX9 iFE PR�f'ERTY Llt� IULL BE &IILT OF I-1p2 FIRE R4iED CON5Ttd1CTIGN (7013 CBC, TABLE 60"l) � REVISIONS � � � � � � U � O � � O � z �� c� �¢�� w ¢oWM� A �F�o � � �� U �� 0 1 � , ' ,�'J; �_ , ti -- T B�� $.�� o � � � � < ��.� �w o a �o ��swa'� w�.�� o� a�-�� . '��'��s` ��.��. ��.� � :��a�� .��.�� a�� wOW o U � W� 0�0 � ~ A � F—i O 3N�z �o� � RO O. A.7 LEFT ELEVATION . _�- ,, ,, �� Water Pollution Prevention Progra m Clsan Water. H��thy Crsr€ir�c��its�, �onstruction Best :Mana ement Practices BMPs g Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Painting & Paint Removal Materials & Waste Management Nan-A�xrdi�us Materials ❑ Benu and co�er stockpiles of sand, dirt or other construction m�teri��l «idi tarps a�hen rain is forecast or if not acrivel} being used �� itliin I �} days. ❑ Use (but don't overuse) reclaimed x�ater for dust control. H�ua,•dous Materials ❑ Label all hazardous materials and hazardous �uastes (such as pesticides, paint�, thinners, solvettts, fucl, oil, and atttifree•r.e) ui accordance wiil� city, counh�, state and federal regulations. ❑ Store }�ardous �naterials and «astes in water tigl�t cantainers, store iu 1ppropriate secondary contauunent, and co� er them at the end of e� ery work da�� or during ��et a�=eather or �•]ten rain is foreclst. 0 Follo�� manufacturer's application instructions for harzrdous materials and be carePul not Co use more ch;ui necessary. Do not appl� chemicals outdoors ��hen rain is forecast �vithin 24 hours. ❑.4rrange for appropriate disposal of all harardous wastes. Waste Rlanagement ❑ Cover R aste disposal coutaincrs securel} i��iAi tarps at the end of every work da�� and durin� ��et n�eather. 0 Check waste disposal containers frequently for leat:s and to make sure dtey are iiot o��erfilled. Never hose do��m a dwupster on ihe constniction site. D Clean or replace portable toilets. and inspect them frequendy 1'or Icaks and spills. 0 Dispose of all ��asYes and debris pmperl�. Recpcle materials and x+astes that �an be recycled (such as asphall, concrete, aggregale base matcrials, wood, �yp board, pipe, ecc.) ❑ Dispose of liquid residues from paints, tivnners, sol��ents, glues, and cleaning iluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish v�d mainklin ef£ecti�e perimeter controls and stabilize all coiistn�crion eutrazices and exits ta sufficicntly control erosion and szdiment discharges from site and lracking off site. ❑ Swccp or vacaum auy strcct iracking iuuncdialclp and sccurc sediment source to prc�•ent fiuther tracking. Nevcr hose down streets to clean up Uacking. Equipment 1Vlanagement & Spill Contral � Maintenancc and Parking ❑ Designate an azea, fi�ted with appropriate BD4Ps, for vehicle and equipment parkin� and stora�e. 0 Perform major maiutenance, repair jobs. and vehicle anci eyuipnient washing ofT'site. ❑ If refiielui� or a�elucle maintenance must be doue onsite, work in a bernied urea aH°ay from swrm drains and over a drip pan big enough to collect fluids. Recycle or dispose of tluids as liazardous Haste. ❑ If vehicic or equipmeut clea�ung must be done onsite, cleau �� iQi w ater onl�� in a bermed azea that tivill not allow rinse water to run into gutters; streets, storn� drains, or surface w�aters. ❑ Do uot clean vclucle or eqaipment onsite usinS soaps, solvents; degreasers, steani cleaning eqnipment, etc. Spill Pre�ention and Control ❑ Kcep spill cicanup matcrials (rags; absorbents, ctc.) avail�ble at the construcfion site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks pramptly. Use drip pans to eatch leal<s until repairs are madc. ❑ Clean up spills orleaks immediately and dispose of cleanup materials properl} . O Do not hose dawn surFaces where fluids liave spilled. Usc dn- cleanup methods (absorbent matcrials, cat litter, and/oi rags). ❑ S�aeep up spilled dry materiuls immediatel}�. Du nol tn to �vash them awa} �vith �rater, or bury them. U Clean up spills on dul areas by ciigging up and properly disposing ofcontaminatcd soil. O Repor[ significant s�ills unmedialel�-. You are reqnired b} la« to report all significant releases oY hazardous materials, uiclud'uig oil. To reporta spill: I) Di.d 911 or }-our local emergenc}� response numbcr. 2) Call thc Governor's Office of Emergeucy Services Waruuig C.,enter, (8O(1) 852-7550 (24 hours). Earthworl: & Contaminatecl SOi�S Erosion Control ❑ Scliedtdc grading a��d excavation R�ork for dry� weather oiily. ❑ Sfabilize all denuded areas; install and maintain temporary erosion contmis (such as erosion conlrol fabric or bonded fiUex matrix} unfil vegetation is established. ❑ Seed or plairt c�egetation for erosion control on slopes or �rhere constructiou is notimmediately Planned. Setliment Controt ❑ Protect sConn drain inlets, gutters, ditches, and drania�e courses H-iU� appropriate BMPs, such as grauel bags, frber ro11s, bernis, etc. ❑ Prevent sediment from migrating oflFsite bp installing and main4linuig sediment conuols, such as fiber rolls, silt fences, or sediment basins. ❑ Keep excavated soil on the sitc where it w711 not collect inro the sireet. ❑ Transfer excavated materials to dump tmcks on the site, not in the street. ❑ Contaminated Soils ❑ If any of thc fotlowing conditiaus are observed, test for contaminati�n and coiitact the Regional Water Qualitq Controi Board; ■ Unusual soil conditions, discoloration. or odor. ■ Abandoned underground tanks. ■ Abandoned�vclls ■ Btvied banels, debris, or trash. Paving/Asphalt Work Q Avoid paving and seal coating in H�et weather, or when rain is forecast before fresh pavemenl will have time to cure. ❑ Cover storm drain uilets azid matilioles when applying seal coat, tack coat, slurn� scal, fo� seai; etc. ❑ Collect audsecpcle or appropriateh dispose of eacess abrasi�-e gra��e] or sand. Do N(�T swe�p or wash iF into guttors, 0 Do not use water to wash down fresh asphail concrelc pavcmcnt. Sawcutting K Asphalt/Concrete Remo��al ❑ Completely cover or bardcade storni dtain inlets when saw cutting. Use filter fabLic, cafch basin inlet filters, or gravel bags to keep slur� out of the storm drain system. ❑ Shovel, abosorU, or a°acuum saw-cut slurrn aud dispose of all waste as soon as vou ate finished iu one location or at klie end of each work da}� (whichever is sooner!). ❑ If sa�ti cut slum' cnters a catch b�sin, clevi it up immediatcly. Concrete, Graut & Martar Application 0 Store concretz. �out and mortar wider co��cr, on pallets and a�vay from drainage areas. These mlterials nmst ne�-er reach a storm drain. L7 Wash out concrete equipment/trucks offsite orin a contained area, so dter� is no discharge ituo tli.e undertyuig soil or onto surroimding azeas. Let concrete harden and dispose of as gazbage. ❑ Collcct the ��ash water frrnn washing exposed aggregate concrete azid remo�e it for appropiiate disposal oi�'sife. Dewatering ❑ Effectivcly managc all rw�-on, all runoff within the site, and all runoiTtliat discharges fr�m the site. Divertrun-on water from offsite away from all disturbed areas or otherH ise ensure compliance. ❑ When dewatenng, notif} and obtain approval £rom [Ite local mnnicipalitti before discharguig water to a street gutter or slorni drain. Filtration or diversion througli a basin, tank, or sedimenL trap mac be required. ❑ In areas of l�mawm contamination, testing is required prior lo reuse or discharge of groundwater. Consult cvith the Engineer to deierniinc whether testing is required and hotii to interpret res�ilts. Contaminated �n•oundwater must be ueated orhauled o{� site for proper disposal. Storm drain polluters may be liable for fines of up to $10,Q00 per day! Yainting cleanup � Never clean brushes or rinse paint containers into a street, gutter, storni drain, or surface H-atcrs. ❑ For water-based paints, paint out brushes to the extent possible. Rinse to the sarutary sewer once you have �ained penuission £rom tlie local tiF•asteti� ater treatmevt authoriiy. Never pour paint dorvn a draui. ❑ For oil-based paints, paint out brushes to lhe extent pr�ssible ancl clean �vilh thinncr or sol�cnt in a proper containcr. Filtcr and reusethinners and solvents. Dispose of residue a�id unusable Uunnerlsolvents as hazazdous waste. Paint removal 0 Chemical paint stripping residue and chips and dust from mnrinc paints or paints containing lead or tributylrin must be disposed of us hazardous �raste. ❑ Paint chips and dust frotn non-hazardous dry stripping and sand blasting may be swept up or collected in plasric drop cloths and disposed of as frash. I�andscape Materials � ❑ Contain stockpiled landscaping matcrials h} storing them wider tarps ��hen tlte}� are not acrivel�• being used. ❑ Stack erodible landscape material ou paliets. Cover or store these malerials ��hcn thcy� arc not activcl}� bcing uscd oc applied. ❑ Discontinue application of am� erodible landscapc matcrial wi8iin 2 da�•s bcCorc u forecast rain event or during wet weuther. 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O eri w a �AieA�� L��Awi�MI �m.�e..nc�m� (N�:; BL4rf,5TEE�. �,E!iIOJ�AE 6ATE fREE FRO�EClION fEM'ING ,Q PER AP.90�CIii REPGRi Dn�EO 9/�/I n — IE) REGV.'�G W ITRE: TO 2EPAAIN — (Nj TIM6Fk Q SfEFS — !NJ 6RHNITE FINES PAM O (E1 SIOE�YPAF- f0 BE J IN^PELfED BY F.�BLIC WOfKS �EPT FOF POSSi� P,p=q�F OR REPLK;EMENi J FA�fh\4�AY — rN) CONG2EiE � 'MATCYI �E) � — (� nna.Noun rP,�e i� fy;MOVED � �E! V/AT°P.fAEEEP, /N) f'ONC2E7E 'vP,NEWPv PfRC�N •FE.'2 CITY STDS i.�li. '.rh.� - `.�' � �...,.,.. �;..,.. f�%j _` �,• . �� -%f .p+ U d L U � � Q � U � �� C � c.i '� � d ?� � Q Z 2 0 W " U� zw � W ¢ c� QZ J ¢ (n m � w � � Z W Q W � Zm U � N O uxosue� � L1.0 � � - IRRIGATION LEGEND c� � � �.. DRP ��. � � MX , -.._ I � •,, I I � � ��, : � \ .• �� RD P\ � � �� \ 'i- .:... � � � .. � SPY ' s 3 \ �� ... �� r� ._ . _ � � e \ � � '� � � ' ��.� DRP. � : _ _ : . : ,. .� MX i .. .. . ,g . :': ,,3 . I D ; I .. _. :_ � ' -� .. . . - ��.', . . . .. . . .. _ r � _ .. �,..: , " . M .� -' _ ' . _. ,y� : - I, ._ .9 '.. � .. �.� I. ... . . .. . I � �< ._. .. . . ,. �DRP�'�.. . ... .. _. . � - . . �.- .... I ` s.�w� .' . . � MX' � � :,. �� (N) TIMEW - CONTROLLER � rS I I .. � : I . I C i _ ,� __, . �..� �. I.- • � DRP � ��/ .; �� DfZP � �� :MX%'I ,-. �' • � i �N� �SPY _. . ��/ _' �� . _, RESIDENCE _ • , _. _ � -.T _ � I � I DR#' (N) REDUCED / MX � �: PRESSURE DRP� _ � _�� ASSEMBLY `. _ , ,, . MX' �, �- � � ., N) � �L a � t _ . _ ,�.:.- , . ;�' �T ` � �� I �AGE �. .. ._. �.:_. . .,. .. �' . _ � . / DRP �. . . .. RRP , ` �. .. I I: _ � MX � _. , MX, , �. ,.: .� DRP . . �. � .. .. DRP � �� MXi MX,! I SYM DESCRIPTION P51 GPM REMARKS � IRRIGATION METHOD (SPY: SPRAY DRP: DRIP BUB: BUBBLER SUB: SUB-SURFACE) e WATER USE (VL: VERY LOW L: LOW M: MEDIUM ti: F11GH MX: MIXED) � WEATIIERMATIC SMARTLINE SERIES CONTROLLER - - W/ WEATIIER STATION � FEBCO 825Y REDUCED PRESSURE ASSEMBLY 1 75 max. - W/ SI1UT-OFF VALVES IRRITOL I00 SERIES CONTROL VALVE 60- I 00 - W/ GLOBE VALVE FILTER/ PRESSURE RPGULATOR - - AS NEEDED PER MFR'S SPECS �• 11UNTER MPR40 BODY W/ MP ROTATOR SERIES 30-55 .07-2.63 (C)-CORNER, ( I)- I 000 etc. RAINBIRD XERI-BUBBLER SPIKE 'NOT St10WN I 5-30 .02-.22 AS NEEDED, SEE DETAIL PVC SCI1 40 MAINLINE 60- I 00 - SEE PLAN FOIZ SIZING PVC SCI1 40 LATERAL PIPING 30-55 - SIZING TBD BY CONTIZACTOR FLEXIBLE DISTIZIBUTION LINE - - SIZING TBD BY CONTRACTOR PVC SCH 40 SLEEVING - - UNDER ALL PAVING / WALLS IRRIGATION NOTES I. IHfCONCEP/5 0N Rff /RR/GITION PUNARfSGHfMA7iCM/N/MUM RFIX/lR6NfM5, 1Hf fLfL IXfPNIOf WH/GI ARET09fOt7FRMINm BYTIIE CON7RALTOR. THf LONTRACfOR SHAIL MAKf AOJUSTMEM5 A5 NECE:u4RY945ID ONAG7UAL 5/1FCONDITIOAS. 2. Af[IRRK'r1TlON5Y5hMLOMRJNEM55HAl1Bf/ASTAllS7PtRMANUfACR/RfR55PfGHCA7KJh5. MAN(/FAC7URER55PKYHGT/OHS SUPEfSfDEANY5PEG5 ON 7H6f PUNS/Of(A/L5. 3. IRRIGATION SYSTFM SIfA11 USE PRf55URf RFGUTATORS A5 N�m TO KfCP ALL CAMPONEMS WfiFIIN OPfIMAl P51 RANGE, PER MANUFACfURIILS SPECS. 4. CONfROLLfR IYPE SF1All BE A SMAKT CONtRDtiFA RNN SEN50R5 AND / OR WEATttER STATIONS PRE RfCOMMENDm. 5. CAMP.OLLER SHALL BE SET TO IRRIGATE BEPHEEN Tt1E HOURS OF 8PM AND I OAM. COMRDLLER 5HA11 BE SET TO IRRIGATE DEEPLY AND 1F55 FRE(NJfNRYTO ENCAURAGE DRq1GH( RE515TMIr ROOT GRONTIi. IRRIGATION SCFImUIE TO BE DEiFRMWED BY AUDROR/ fANiRACfOR. 6. PIPIN6 BEfWEEN Tt1E WATER MEfER AND A RfDUCED PRf55URE ASSEMBLY SFIALL BE BRA55 OR CAPPER 7YPE'K'. 7. THE BOTfOM OF TNE RfDUCED PRFSSURE l55EMBLY SHAll BF INSTALLED MIN. I 2' ABOVE THE GROUND. 8. A 100 MFSFI FlLTER St1PLL 6E INSTAL1fD ON TF1E MAJNIINE BEFORE 7XE RIDUCED PRf55URf ASSEM6LY. 9. VALVE5 SFIAIl Bf HOUSfD IN WEAT}IER-PRDOP PIISTIC BOXES, WITIi LOCKABLE LIDS MARKED WATER. 10. CONiROL WIRf CANNECTIONS SHALL BE MADE WfRI WATERPPROOF PIlSTIC WIRE NUTS. I I. MA1N SUPPLY UNfS < FfiTINGS SFfALL BE PVL SGM 40, 512f f5 NOTED ON PUN, BURIED 12' - I G DEEfP. 12. IATERAISUPPLY LIN6 < FlTTINGS SHALL BE PVC SCN 40, SIZE TO 8E DfTERMINED BY CAMRAC70R, BURIED 9' - I 2' DEEP. 13. F1tXIBlE POLY PIPE TO BE Yz' �', DEiERMINm 6Y CANiRAL70R . All Y� FLIXIBIE DISTR1BUilON L1NE5 TO BE A MhYIMUM OF 5'-0' IN IiNGTtf { ARf TO BE STAKfD 14. BUBBIfRS St1ALL Bf SPALED TO (,REATE AN EVEN WtT ZONE ABOIff TFIE 511f OF THE CANOPY OF ALL NEW 5HRllB5, NEW iREE51 IXISTING IMMATURf NON-NATIVE TREES. BUBBLEftS SHALL BE PtALED TO AVOID A5 MUGti A5 POSSIBIE IRRIGAiING OAK TREFS F ANY OTNER IXISTING, MANRE NATIVE OR DROUC,IIT TOIfRAM PIANTS. 15. IfOSE B185 SIfAll BE MOUNiED ON GALVANIZED STEEL RI5ER5 3O ABOVE flN1511fD GRADE. SECURf TO A A4 STEEO.. BAR DRIVEN I B' IMO SOl1D 6ROUND. T 16. CIfECK VALVE5511N116E INSTALLED ON ALL D04MHILL DRIPLINE E DISTR18UilON LINE. 17. RISER t1EIGM IN IAWN ARFAS SHALL BE 4'. RISER t1EIGFfT IN MFADW/ ARFJS AND OTHER lANDSCAPE ARfAS StIALL BE 12'. Tt1E RISEPS FOR SPR1NK1iR5 ON SIDPGS StiAll BE 5ET APPRDXIMATELY PERPENDICUTAR TO THE PUNE OF TIfE SIAPE. 18. IF LOCATION OF A SUPPLY UNE IN(ERfERES WITFi THE DRIW NG OF THE PIhM HOLFS, TFIE PIANT FIOLfS SHALL BE IDCATED A5 TO CIiAR TFIE SUPPIY UNES. I8. AllUNE55HAI.I.BFTIfORWGIILYFW5Nm0UiPRI0RT0ATTACNMENIOFVALVE5,5PR1NICIfRS,EMRTERS,{OTHERTERMINALFffTINGS. I 9. TNE LONiRALTOR SMALL MAKE FINAL ADJUSTMENfS TO THE IRRIGATION 515TFM TO EN5URf PROPER CAVERAGE AND PRfVENI WATER ftllN-0FF AND IXCE55 SPRAY. 20. ALL SPRAY AND DPJP ZONES TO BE MIN. 5'-0' AND PRE'rERABLY 10'-0' AWAY FROM OAK TREE TRUN15. WATER CONSERVATION IN IANDSCAPING ORDINANCE COMPLIANCE TIIESE PLANS COMPLY WITh THE CRITERIA OF TI1E WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED TI1EM FOR Tt1E EFFICIENT USE OF WATER IN TI1E LANDSCAPE AND IRRIGATION DESIGN PIAN. �(E) WATER METER LOCATION 'FIELD �VERIFY SIZE B PRESSURE IRRIGATION PLAN SCALE: 1/8" = 1'_0" mo w= m�e ti `� E U N � � ,,,; U .,. L 7� " Q� �� `s V :..- f/� W� �� C� U � • '� O NbSCapf ��L�o e�`4� s0� � � CAI�F� Q Z � � W � Uw z� � WZ Q J � � � , ^ m 11J /'r W �� Z � > Q W � zJ � m Q U N O T SEPTEMBER IARIGATION PLAN L2.0 t i \\ �•. � I 66' PALM �` � 48.38 I � . . � � 8W 45.45 � \\� � 1 \�\ I i I . � � \\ � '--..,�.`� TS 39.64 i I I '„-8• \ �\ }.� i � \ � \ . ,,:, 2 18i�1 ; � I �� 1 vo ` � o s s,o zo so �� 0� PALM � TW 48.26 � � �� \\ w aa.ss � GRAPHIC SCALE (FEET) 1°=8' AT 100% ��, ` . � 30' � O� . �• CAR-IiTA AYE______! I ME � SPRUCE � � \ � + �.`� 47.99 i I 49.19 �; \ -.i v'�.,-�--\ TW 43.85 _'_ ,��RIP LWE� + I II I SEf IRON PIPE �� AT 1.00' CLF OFFSEf �pTE O S 3 O RAISE O P/A in 2 I50.10 r So I / �U q ° I� � 11 i ..-� a � I � � i 10 � � ( 48,;40* �' � ' 39.14 � TW 47.65 I� 4. •0 " E 40.92' ' ae.oe+ `� 4 o P., ^� ��.�- �•. -� � .azza �- rc azzo - - � ._ � J I DSC SO.b1�' S0.28 � 1_ r � �` �-.. FL 46.78 " - --70P OF�M1K � f I . ( \ 1 �` �/\DRIP LINE �\ ..`..\y �, I ' � 42" REDWOO 48.9 �TM, 51.62 % N\ ' +41.02 \�� `��'<5 41" � r WOOD O `� 'r ,.• ACACIA O ACACw �-; -... , 36.65 + '.. FF 50 63 Y� DECK } P/ . TW i 51.15 �..;�„ � ) d4 � } �!\ � _ 41.7 4842.OW I ,;t � so.ze �tior � } cR aa,s �,1^c ) w � � a2.z, i - y� m � .-. '...`" 5D.53 51.53 e�...�%l��%..`.�F�Y�E,/ �`�\%pO`` ^� N ` N 5434 < 38.62 + '`\\ . I 49.68 �: � ' . 49.3 `, �} \ �� \ \ %�' f �Q� � \ O I . STUDIO - \_:� LFIP LINE . / TOP`nF � .(� � " �% � e8. � � . . _. :., i'_ gMlK 1..�..� ..� ��Ok, �. +41.41 �• \ �Q�{' �. � 4� 4� ^ . �-1..� " ! \ � M' � � TC 47.01 %42" 0 46.8 5` TREE ��(y \'� � �',p c BW 37 41 � � � FL 46.61 - (TO�,BE REMOVED) +4608 ' � , P � '1M ! \ � �`�� - - - -� - � 49.86 / ��N �47.50 � �\� w e'-� � \9 '�.��. \ c9 3 }40.57 ` ` J 4 v � �' � 4 35`5� TREE �. � O � 47. 46.j9 � v ?� c 39� } .�'4 . � . � _. �. �'o4T 44 7 � P A4 50 \ 'o P 8'H 36 � S'N 3g 60 � 3y 6 \ ` S'� �q 6'I . TW 4H 02 . - - - - _ _ - - - - _ (7 _` ^ � ' TW 49.08 h � 45. 8 '�^ N j _. , � � ��x : .�4.69 CONC '� � . '' -__--_-- -_ � . �H � W i\ i . . -....F,P S4- � � 49.64 � -a � �49.66 T� � 49 � `� .96 43 28 '� p9 �36.18 +36.60 . �• .. 37.67 47 2J - � 1.82 + � Ji T� � 48.10 �� OP �. y 42. !, � 4�'�6?9 p.y � � z/� 50.40 + / i JO ' Ll.y. '' .78 4 .O6 + \� #.�-\ SJ�^ � ;4 � �� 9�\. 0dl � M, 4�6� 06g ��` A� / � �� - � ` J 49.62 P A U K01. <�� FlSH POND�� 4J.16 s i � ��R qy1 a � 4�'.l'J \��: -. � P�A 48.6 y��"<-. r�Z7 `� 41. _ � � � „ _ _ - � ` �4+46.58 'm �93 `Z „s •1. '. _ --- -_-_--_ � .-. ' �' P 104+: � 6'PALM � � ___ _ ___-___ __- 49 55 Q �' 43.3 . P/A R��KZk .. �\ C� 00 44.7 ��\ � . . . 49.43 ' � 49.40 .. W ph� 43. � A39 �IY � Y - , .+ . �49.25+. �� f B J $.' '�i . 1 � � ' . . :. 49.44: 49.36 +49.26-' M' 47.29 . �� . 49.46 . 47�7 MAPLE �GR <5.59 70P 96 . �!s '�2 ?� 60� RDW TC�I}7.72 �% � PIA 49.26 . 49.07 � l - L <° �4wK : ��- ,� 4� 4§,; � � F� �.�2 rn , 8". PLU�� TS , 49.48 �� 49.2i��. �48��.7 CONC W,qLL + +44. G�R=5�4 iw 48.07 �+ 50.5 DSG 48.68 " b� ti3 CONC ,' WALL CONC �� . . 49 74 . . ' 48.68 , 66�y4P/A 'C� n ^ ' : �O < _ _ _ FF 51.10 - �. lW 48.71 z � 24 OAKO � - � -% r ; � 48.87 .. 1' - , GR 47.65 � c� '! + `, p . � � £ 47.46 O o i T5 50.09 � 50.57 . TS' 49 T3 � 4b.89 ` - - ' ` � � f p . �..:i 49.42 . ' - 48 96 J� P 8�'-`� � I 1� r 12' CnMEW � , ' .. � 49.2�6 .51 4852 , � `ti "'`i £ �� J�t. . ' fJ ��1� l.. _ 4.4' ; � � � P A 49.17 P�A DSG 3 50.45 •.J` 1�" ml x� "... P A ,� A;�� TW 4802 ' ,�?r � / ��_, `�.: / W \ . - 48.74 , f 092 4B 26' -� } �� i�`. 50. � . � ' � DSG FF 51.27 .(y1 A .� •. �. � 47.96 �--\ O � i � � //�� 50.31 8� �P� 6� APPLE P/A ��, �`� � 1 _ P�A ` � � j� , � �., � �12" � ��O I 48.82 m �..� i. P 83�.�'... O .� y �� JAP. MAPLE , � � �r �)4851 k�-. iq . TC 47.16 €�...J I 48.68 �, l 48.51�`.. '...\ in . . .. a � DSG DSC ._. .` -�` � ..i "� � FL 46.71 i z 49.89+ E /p �y+48.47 .. `^� Z. 1 . �-o\ I e. c � � � ��* � { O � ae2a � `' �� C1 ONE STORY HOUSE P/A I a � `�' "'� � (/�� p/q `'_, � F � �/ � y� �-�.12� AIAG � �( V el S GREEN ' ' DSC �' HOUSE � 4al o I � � { '�' � FL 46.77 50 08 - pR�k � P/A � S t 4�.6a �: � 4859 �C��Ap,y Q -�Z < / � S SOUR I I �t,y�, `""� ,l� �� ej i vni2e e ' ELECTRIC � 49.ffi. EQUIPMEM � a I �.�--ti�t� ��. ��^` �WV 49.89 i � � 47.29 PSG �� I ��ta' unc ; � 4zq� Zi I � 49.75 I�' P�A �(TO BE RE � ED + O � GARAGE -. OS COVERED DSG 48.68 � \ .� :. .. p�q ENTRY P/A �+ I �� 48.0 O -. SSCO ~i �.� TC 47.39 - p-63 � 49.80 9.76 48.52 1 . 47. 3 5019 +49.92 . '. . . 49.71�.' - � . . �_, 47.9 �. FL46.84 � i � 49.58+ � . . . � � . r' . � \-� -�--.:_ r;' I �; . . . +48.94 ; ' .� � y/ \ : . . " +49.06. ' . . '- - � ' S020 . 49.92 � � +48 76 ' . } 48.25 � 47.74 � ' TC 47.10 �q�.7J � . 6' WOOD FENCE ON P.L. 1 47.79 - FL 47.00 S 34'S6�00' W 125.00� 6 I� H�I � ^� I w � I � ^ 3 �-1 I TC 47.67 I � � FL 47.72 � � � I �I I , OWNER: 1025 CABRILLO BUR�INGAME LLC 1025 CABRILLO AVE. BURLINGAME, CA. 94010 C/0 Sylvester Carolon Cell (650) 921-0238 �l < �' � 13 �, � GAR4GE l `� < 1 2 � � a �� P � � P^ � G � / A � � SETBACK INFORMATION I ADDRESS SETBACK (FT.) � 1025 (SITE) 24.7 1015 24.1 � iott 2a.o 1 . 4�.4, � �, �q � LF � F 4�� n' � �� P�� 4 �P�G� � � oF . �e G� � \,\��'l \� VICINITY MAP AVERAGE OF SETBACKS TO BE DEfERMINED BY CITY. THERE ARE ONLY 5 LOTS ON THIS BLOCK. NORMALLY THE END LOTS ARE EXCEPTED AND THE HIGH AND LOW SETBACKS ARE EXCEPTED AND THE AVERAGE TAKEN OF THE REMAINING LOTS. IN THIS CASE, ONLY ONE LOT WOULD REMAIN. THE AVERAGE OF THE 3 CENTRAL LOTS GIVEN IS 24.3'. LEGEND O FOUND 3/4" IRON P I PE PE R C O R N E R RECORD #873 FILED 7-7-2003 (KAVANAGH) O SEf 3/4" IRON PIPE W TAG RCE 20858 O SEf NAIL AND TAG SEf HUB � ELECTRIC MEiER OO GAS MEfER AC ASPHALT CONCRETE BW BOTTOM OF WALL CONC CONCRETE DSG DOWNSPOUT TO GROUND DSP DOWNSPOUT TO PIPE FF FINISH FLOOR GR GROUND PP POWER POLE PUE PUBLIC UTILIN EASEMENT R/W RIGHT OF WAY RDW REDWOOD TREE SSCO SANITARY SEWER CLEANOUT SSLH SANITARY SEWER IAMPHOLE TC TOP OF CURB TP TOP OF PAVEMENT TW TOP OF WALL WM WATER MEiER WV WATER VALVE N OTES 1. FIELD SURVEYING. Performed during June 2014. 2. REFERENCE ELEVATION. Based on city datum per Burlingome Benchmark jf738 at Cortez and Carmelita Ave. EI 41.192 MSL. All elevations are converted to NAVDBB (+2.749) per Vercon Calculation. 3. LEGAL DESCRIPTION. Ptn of Lot 2, Block 32 as shown on " Map of Easton Addition to Burlingame No. 2" filed 12-B-1905 in Vol. 3 ot Maps at Page 93. APN 026-184-020 AREA 11,239 SF 0.258 AC 4. UNDERGROUND UTILITIES. Shown per surface evidence and record maps as ovailable, may be differeni than as shown. At least 48 hours before digging, call Undergound Service Alert (800) 227-2600 to have them mark underground utilities. 5. DRAINAGE REPORT. Done by Kavanagh Engineering for 1801 Carmelita Ave. (Kay. Eng. Job 1324 Flake) just north of the site. The 100-yeor flow line was determined by this report. 6. CORNER RECORD. In progress. When availoble, data will be entered here: Filed _________- CR�f _______ KAVANAGH ENGINEERING �� 708 CAROLAN AVE. BURLINGAME, CA 94010 fi50 579-1944 �� wPR: CLK �025 CABRILLO BURLINGAME LLC BURLINGAME CA 1025 CABRILLO AVE. T- 1 Charles L. Kovanagh TOPOGRAPHIC MAP RCE 20858 �"� DIS, BAM � c. �•=8� JOB: 1439 BR & BOUNDARY SURVEY �°�� CABLLC 7-03-2014