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1432 Vancouver Avenue - Plans
SECOND STORY ADDITION Cieurse Conceptual Designs, Inc. for � 1�1 \L �1'ilW. FAI-iMY _ ,m�`Hw• ,',y E &uLa�emq�d;f�;e91010 i.k�iU7031NV7 - .m�L Hyw.. �.Ir.rlo6elNd 1432 VANCOUVER AVENUE BURLINGAME CALIFOIZI�IIA 94010 ��^�e� ��� uar@ ntlVt7d8tR1):XM: • UfYUF8l1P.LL`K:AMEOIIaV�ElllJl: :tfUR � ' ALDEL.A.1P"t_ N TRU TI N W REDU TION DISCLAIMER PROJECT DATA SHEET INDEX �u t�,t �,,,,�,�,��;,�: , AMMQdl1MOt60%Ot'MtNON-H.4%ANUIX1Sl:ONSI1(I:Cf10[i.MNUtMOURONWAS(C(:kNYli.47kllATTtIk:5IIC5FL4ll.Bt(HVY]RtUi0.4NOtt5[kNCIYI'1LINWl90N.OftSALVA(YtACWiI'tY1ll:CX:4106AWSt1Ail(,'ObtY NfEhIDtGEIIKSECANCEPR7ALUEQCN.SLVCORTNERtOJECfFNGPffIILS.Sft4IlREREWQSBLEFORANYACflONS SF�ECNO. DFSCRIPRON TOCRYOFPd1itLMGA�ff�9DIN.4Nii�flO4 TNCFN.BYANYONE(7N1ttEFRQ1EYTIFif1ATPERS(7NHAsiCVOWIEC�EOFANYCALCifLAtiO`1.5(At.WCCIli- OCCtII'ANCYtltO[R': A3.�7 ['AiIUhSUMILCY[IRW.CA1N�:fft[IALDF.GI(3+S,Rir HUNC7PAI_i(HtPR(1fiC7PNGMPARSIIAVP.RPFT7TrUI1fltD. 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I T�o-Kr I I �n � ��� n.nl � I�� I / i� '� I �, _ , , `�I � � �� I � � � � I I ` I / �� _ �� - - _ ` _ - - ��;----� �---- I I ��� I x � � `L v_ t _ ' _ _ _ _ _ _ _____ ��� 1 �� , ���2 I ���. w � �� - ii �i`� \ � \II � II� ° \ II _� � � i � I �.I o �G� II > � � ii � I I �' o I I �+' � C � ;i � O \ � II � i / I� I Q \ � n u i ]. � �, � �, � I� ` S55'04'S6 'E i 45.01'� n � � II � \ II \ � JII! .t.• I � \� � ^ ii��, � �\ ; Ji �a I ;\ '� I� y14 _ � a '�i �q \ �I ' � ~ V� A / II '�Z\ � \�� II I o � i✓ � 1'� \ �' I ��O � II � � / II � � � ` /�� �ssn � ua- _ ii Iu ii , n I n n n , ii I I I II II � II III I I � I�-F�LLSIDE OR. i � � � � � � � � �. A � � P�I \ 9uilding ALLEY �'°a � � �' WI DE)� N34'S6'00"E 119.90'� � Q�y�s "°`r - � J - - _ _ 1„ / ca� w.e �� � ►---�� ABBREVIATIONS AC ASPHAL7 BW BACK OF WALK CONC. CONCRf7E rc roP oF cuRe FL FLOW LME SpMH STORN ORAtN 11ANHOLE SSMH SANITARY $ENER MANHOCE � A $ a r-�.o q• n m"' ca�e. -__YL--�-__ su " a� coM. aeM ��_ _r°�{'__ � _--_ � � ��� ��a� �,;.�,.,, ---- -----ie•�sae--z.zs--------- �--/ �--�---'%Qr--o o �---rv� - -- ---0-�-�d - �-- - ----- ------------ i� -- ,,,,,� �--- �- � � - - - - ='"�a'i o ri�.e. � � � •� / � '�r � c��. +° 6 i's �+rru, �+ / rw �z�- � eq tane/ a�e - • '_ ^ ___� __ _ _=" _y'___-__ _ ___ ___ '___/-_�_'�=______'__ _�1 �_)_____ _� ==�i-��IO�AAOPE�-I.Ji-__ �./�-ay�� 1 ��_ �'�a .A�_ 1 ��� �• . �R�_� t)L�� _ ��� � -C� -� 1 a '�1 ��dll� y- `I'%C!l � � a��� � � �� . � � � � ��• ���wvc � � I/ � A � � 5 E� m� �- � � � / �., J. / uYn .a,a � \ � ,°�' �'� � 3 . b O '+� hQ i wi . co.a au. szo •YI \ ( ` \ �'' �� .� � �� �� ` \ M Roc � g ryt � 3 � i � a n. I Feq 6�/Mj- ' I i n� � �.,�, � s. oq �� �n � / r 4 Y 7� �j � /s�wi. House a� � wi ` --��J- � � �, � ,� � - -� a.� 3 � .� � aw � � m,ea.` A � I ��ki I 1 �D/ ,, I � III ., .., � � - � �r J5 6' I I I •�1.0 � Mt � •)� I � / `� I II � t / II � /i u� � � �� I I »o � � �, �' � ,�� �'Fc�I I I • � i / .�za . / I R P I � ,�. i� r � `��.�. � / •w I a I 4a .i o�,� 1� �, � �I \ 11 1 : II $�a- a � n M M� 1L , r �n Y�v �s �� I� 1 I �� �� I R tl I II �I II � II �� �� �� �� _ — ht'" � 11 I 11 II 11 11 ii � �a � � � .I"go o=�� r�ee+ a_ � � s N34'S6 b0 "E� >>s.es' � I � fne 5 .r,� � �9 \ � �„� Buuding I . i IW O � �p � � S55'04"31 "E 45.01' ALLEY �(�o' WIDE) ,-,,, NJ435'29'E - f0.00' �N' � u �oor NOTES ALL DIS7ANCE5 AND DIAI£NSIONS ARE iN FEET AND DECINALS. UNDEHGROUND UMITY - LOCATlON IS HASED ON SURFACE ENDENCE. BUILDINC LOCATION DIAfEN510N5 ARE AfEASURED PERPENOtCl/LAR TO THE PROPERTY LINES. DIMENSIONS i0 THE BUILDING AAE TAKEN AT THE EXIERIOR FlNI$HED SURFACE. (S TUCCO/SIOING) FlNISH FLOOR ELEVA710N TAKEN AT DOOR TH/tE5HOL0 (EXTERIORJ. BENCHNARK: ASSUME� DANM, POINT AS SHOMN A CURREM7 TITLE REPORT FOR 7HE SU6JECT PROPERTY HAS NOT BEEN EXAMINED BY L WApE HAMMOND LAND SURVEYOR, EASEMEN75 OF RECORD MAY EXI57 THAi ARE N07 SHONN ON 7HI5 MAP. TREE SPECtES IDENTIFlCATION� BEST EFFORT, WE ARE NOT ARBORISTS OR DENDROLOCI5T5. TREES SHONN RRE 6" TRUNK OIANE7ER OR LARCER, MfASUREO 5' ABObE GRADE LEGEND • FOUND POINT AS NOTED � WA1ER METER OR WATER VALVE BOX #,i FlRE HIDRANT TREE - TRUNK DIAMETER IN INCHES Q1°'P°°"" TREE SPECIES IDENI7FlCA710N: BEST EFFOR7, WE ARE NOT ARBORISTS OR DENDROLOGYSTS O+a �2 e a+r 7REE IMTH MULTIPLE 7RUNKS 7RUNK I TREE DRlP LINE POINTS TOWARDS TREE �,�/ TRUNKS. TREE DRIP LINES ABOVE PROPERTY LOCATED AS SHOWN. *�� 70P OF CURB ---•—>— FENCE ---�— OVERHEAD WIRES Ory POWER POLE • �i�+ SPOT ELEVATION �� SANITARY SEN�R CLEAN OU7 Q� IRRtGAT10N VALVE BOX SIGN � HAIJDICAP RAMP OR PARKlNC ic-aar a STORM DRAtN CURB INLET .�. n..��. ��� SURVEY 1432 VANCOUVER AVE. BURLI NGAME APN: 026-054-180 LOT 29, BLOCK 45, 4 MAPS 57 1llT dRFd• .5.39R SO �T /�'� //��� L. Wa de Hamm on d Licensed Land Surveyor No . 61 63 36660 Newark Blvd. Suite C Newark, California 94560 SeI:(510)579-6112 Fax:(.510) 99i-8054 wade@whiands�rveyor.com �- F; ��, � : • ��.� :-y� � �� , ` . y� � :w��� -- - � �m;�.. --A - . ,. �� , � � � T K �.' '. . ;i . t .1 . � �� ��� � -'�fl �. �_. � � � �{� �u� ��'�4+��� �� �,.'�. �n, st' � �s r-�;�' �i�. I �:i ��,1 r ��Y� � _ � ' . 4 w _.. � =� `1 '�'' Yy '�'�i ; ;� I�j'�.� ''� r `.{ � • �� � � � � �-� � � � 'm , ��r� _ -.w. ' 3+ sY'k'v�l � �,�� . Tt, � . �W+. s d.y � "' . _ .�. � \ r . `� . #: �.4�- i� ��� � � � � • • � • �• � .. • , CF +��t� �,, ; ' �4 "' .. q �; .. �, .. x. �"• . ��+ ��� t' , •+k��� b ' r I ��`<'i1� ���� �.. , M� ��„'"^ � =,L ,�. t+s�,,'� �� f��� � �'� �� ``1� F 1 r.���� , ` .. i ��' "; ��� ��i�,'�� � i ���' i`i `~��'�M�1���i�i;. _ �r � y,. . x . 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S4s'•�u(JSss'�1 _�� FFIURf IL9NU , � - ��� �� �g�,r SP.1 FR(1TC(:fRC7Cri3n�CICYOFM`7C�iRi3SNC4RDWFlM'AY 6�� � S� PL1-11 \ APItCAY.CnNSltLtlh7iHt.RYAlt80NL5TKMiAN1'RCXJf RGYRWYD t:U�� � SCALEI�A'_t'.0' fttUNIt/CA7TIMCOFUEhIOLTiOtt R7: 1fC PUBLIC WORKS DEPARTMENT REQI;fIItP1�NfS AND TYPICAL DETAILS - ---� Geurse Conceptual Designs, Inc. I __ , f'i PRIVA R AT RA AND C7�N ���'"'�`°°�"YO"` � ii � i i PROCEDL'RE AND REOUIREAIENTS e1 �.X'.3 t�. B�.La��ehio,ae9SN0 i i NO�. ��490TQS.MQ1 . ;t iM��.,�°ll�n� �nVia �� 1. All DE`�CES SHA�L BE AFPROVED BY USG. ORDMANCE NO. '329. �M+iCH wA5 7�OP7EG .AILY 7, 1986 ANO BEC�u[ Ef�ECTIVE AUGUSf ), �gg5 �� I 1 AND WAS IAOp1i1Ep BY OfiOINANCE 1623 ON MARCH 23, 2000, REOUIRE$ �ME ABAT(NEN7 QF $[nER S��Al11MEHU14 - �� UIERA�S AVO tl.EANWtS NHI�H ARE FOUNO TO CONiA1N LEANS OR $EPARATIONS; L4TERfy$ H,{�M:w�� i i SYSTEM DRAIN 2- THE DEVICE SHALI BE P15TALLED AT iHE OWNER'S PROPERiY LINE AND ADJACENT TO THE �1ETER. CO�LRED ARE fRpA TNE BUILDwC SERVED IO 7HE ttEANWT IN THE LIiY RM�T-OF-wAY iHE I �' `� _ i I � COOR�INATE W1TH BURLINCAME WATER ON LOCATION. ORDn+ANCE AL50 FEOIY.RES TNE iESnNG AND REPUR DF LA1ERAlS aRiOR f0 THE SeIE OF 7ME • SEE NOTE 9 ON CRpPERTY IF iNE BUI�OiNG wA5 CONS7RuCTED 25 vEnRS OR YORE BffORE THE D�7E Of SaLE. Uue N(rvt7atf[HD.:rxr / `� � i r� SHEET 4 Of 6 OR7E 0� CONS:tUCiION SMAIL BE INE DAIE hE BUIIDING PERYIT WAS FINALED. iN AppIIIpN, }. BIPASS METER 70 BE SUPFLIED BY GTv ACCORDiNG TO CURRENT FEE SCHEOULE. PUMPER (HOSEJ `�� i i �ESTMC IS REOUiREO � Twp (2) pq MORE VLUM&NG FlxNRE UNiTS Aa[ qOpEU t0 4 PRO�ERTv ury�ry�p�y�7h; :�� i �p�,},p�z; l CONtRACTOR SFIALL SUBNIi SHOP ORAWINGS FOR DDUBLE CHECK DE7ECTOR ASSEMBLY AND iHE Fp�LO'MNG PROCEDbRES ANO REOUIRENENTS ME �DOP7E� TO IMDLEUENT OqqNANCE NO �329. CONNECTION. N7TH � � nu'1L�uL e%PftnTll.linllEm/w: ROOM FpR TURNING � i� 70 F�RE yqULT AS PARi OF FIRE LINE PLANS FOR REVIEW ANO APPROYAL BEFORE AC�UAI WS�ALLAf10N It SnALL BE TME OFNERS RESPOMSIBNTI" TO OETERYv1E If TES➢HG IS NEEOED. CONinCi ME 7HE SPANNER WftENCH. � � SYSTE� � i i BUILDtNC OEPARTMENT TO DEiERMWE 7HE AGE OF THE STRUCNRE ANp I� TNE LAIER�L HAD BEEN CONNGCPON FLUSH i i� CONNECTION 5 A REDUCED PRESSURE DETECTOR ASSEMBLY MAY BE REOUIRED FOR HIGH HAZARD CONDITIONS lE5TE0 AND/OR REP�iRED VATntN T1E vAST T[N (10) 'rE�RS. IT CAN BE ASSUMED hl�� TESPNG VATH THE WAIL. AND REPpiRS HAVE NOT 9EEN DONE UN�E55 TME PROPERTY MAS �EN I1LiEREO OR SOLD AF7ER i i i ACCORDING i0 PLUMBINC CODE. 0.11GUST 1996. iF iHE LATERAI DEEDS TESTkIG, iNE FROPERTY OWNER SHOUtD RETNN A � �� CONTflACTOA OR PIUMBER TO PQt:ORM THE TEST, THE TEST $HAtL BE PERFORME� p5 L'OLLOYh: \� i ii 6. BEFORE PURCHASE OR INSTALLATION, CONiRACTOR TG CONTACi COUNTY HEALTH FOR iHEIR UST � �� OF APPROVED DEVICES FOR BACKFLOW PREYENTION 1. iHE iEST MUSi BE »tR+E55ED Bv A CITY RE➢RESErvTAnvE TO MEEi iHE ORDINANCE i� REOuiREMEr+S. n+E CtlaTR�CTOR OR OMNER SH�LL FIRST OBiA�N AN ENCROACHYENf �� i �' PER�i fROu h!E PUBLIC YpRKS DEPMiA1ENT W C�TY R�LL ANO PAY IHE 5168 TES➢NG � i 7. DEVICES MUST BE tESTED AND CERTIFIED BY CERTIFIED COUNiY TESiER. CONTACT COUNIY FOR �g. ogrniwNc hiE PERNIT CAN BE OONE 6EFORE OR CONCUPRENILY N1M $�HEDUUNG APpRO�ED UST Of TESTERS. AN APPO�NI4ENT BUi IS REWIFEO �T iHE T�ME OF TME 1EST. �LL AqFINC£NENTS ANO I I SET VP SHWL� 8E GOMPLETED BY THE T4E iHE CITY REPftESENTATI`iE qRRIYES TO �� g THRUS� BIOCNS SHALL CONFORM TO W-1810. MTNE55 n�E �E57. cAiL 650-SSB-7670 TO SCHEDu�E AN APPpNi4ENi, 11 �� 2. EACH LATERAL IS TO HAVE A GEANWT IOCATED �N �ME CIiV RICHT-OF-WAV I� A CLEM! '�_ _-' i i g, NON-STORM WATER fROM SYSTEAI DRAIN PIPE SNALL BE DISCHARCEO DIRECTLY INTO VEGETATEO WT b0E5 NOT E%�Sr n+EN ONE VALL tlE REWIRED tt/ BE iNSTALIE�. THE ONNEAS AREA. OR COLI.EC7ED AND PROPERLY DISCHARGED WTp SANiTARY SEWER NO DIRECT CONNECTION CONTRACTOR WlL INSTALI TME CLE�NOUT N17M AN ENCROACHtlENi PERMIT �ROM rHE i i I SHA�L BE MADE BETWEEN TNE SYSTEN NAIN DRAIN AND 7HF. SANITARY $EN£R. PUBLIC wORKS DEPARTNENT. QTr' PERSONNEL CAN SPEND A liMiiED AuOVNi OF nr� 70 1 I A595i 1N IOLATING AN E%ISPNC CLEMIWT OR iJ.iERAL n CLEANOUT LOLAiED MJ4CENT �� t0 THE BUILpINC INLL BE AN AIO Hi THE TESiING Pp(ICE55 DR IOCATINC iHE PIPE q0U1[ � I / CHECN I FOR REPAIRS MO I$ NOW REW�REO IH TME VNffORY PLU491NG COOE. A P�U4BINC PERMIT �'�`• : f VALVE � I f'RpA TNE BUILDMlG DEPARiMENi IS RCOUIRE'J FOF2 THE CLEANIXIT ADJA�ENi TO iHE ii BU0.0�NG IX7 .WV WORK DONE ON PRIVAIE PROPERTV. I i i I }. T[57WG MLL BE ACC011PL15HED BY EI7HER A WAiER EMF0.IAATION lESi OR AN AIR 7[$T. � j PiE FIR iE51 SMAII BE USED �N MLLSIDE ME�S YMERE TI$ HYDftAULIC HE�D PRESSURES �' � COULD DANAGE ME PIPE. A. W�IER EXF�1RAl10N lEST. THE CIXJ7RACTOR SMAII FURNISM �Ll NAIERIAlS AXO FINISH EW�PufJ1T, E%CEOT THE CAUBRAtED WCKEf. THE CONIRACTOR SNAIA PLVC �11E FLOOR LATERAL �Np RISER AT 1HE C�TI' CLE��+WI ANO iHEN AIRCHARGE THE LINE 'MiM ,:� � W4TER i0 � PdNi EWp� TO THC FOUNOATIpNS CAApE (GLOOR J015T LEVEL) OR CONCREiE SLAB. DEVQlpNG W CONStkUCrON. n�E MMIYW NEiW+i OF iHE w�rER �E�EL Yul� BE rwp �EE7 (2'-0') ABOVE iHE RO�L�nE oF h+E lnTfA�L A7 n�E ptt CLEANWT. �F THERE IS ANY FI%NRE INyDE 1ME STRUC7URE LOxER THAN TH[ � TESTINC WATER IEVEL TME CON7RACTON $HALL MAVE 10 CIIHER GLUG iHE FIXTURE � OR 711E U7fRAL AT TNE BUiIUING. AN APPRO`/ED BACNWATER VALVE SHALI 8E iNSTALLEo iF iFIE�E NtE ANr PLUMBING fl%NRES BEIOW ME LE�EL OF TME Clir CLEANW7. 11 PW48MG oER41T IS REOUIRFD �OR n05 WORN 1HE CONTRACTOR YAY A150 NaST�iL OR USE AN Ew$TINC CLEANWT NEAR iHE $7RUCNRE AT ME FWNDAiION CRA�E (ROOR JpST LE�EL) OR Cq+CRETE SL�B RDOR LE�£L TO E57ABUSH 1HE M�NINUM TMO FEET (2'-0') WATER LEVE�. iNE IATER�L SMALL ItEMA1N SURp1ARCE0 �OA A PER10� OF JO MINU7E5 �ND TNE nNOUNT 0� WA1ER LOST SHALL BE MEASlJRED. THE L��ER�I SHALL BE CON9DERED PCCEPtAQ�E If iH[ AAIWNT OF NA1ER LOS� IS LE55 7HAN FOUF (1) GALLONS. NO - INCREASE OR AI,IOM'ANCE IS ALLOMED FOR LONC UfER1L$ OR Fpt UTERALS LARCER OATE DRAvnNC NO. PaTE WtAM�NC N0. iH,W 7NE 4-INCH MINIMUM S2E. SEE STANOnRD DRnxiNG 55-Z (3 OF S). PUMPER CONNECTION AND SYSTEM DRAIN DOUBLE CHECK DETECTOR - NOTES •u�f Yi NOV 2007 W-2780 wM NOV 2007 W-2780 DEPARTMENT OF PU6L1C WORKS DEPMTMENTOF PUBLIC WORI(8 YS!-�i Sttrt� mux YooactAw �Y qlF� �g[T B-Pe-12 AODED NOIE 91S4AROwG • DR/+r� DRAWN 81' FNE ��E� �EET � APPROYED BY ORAWING OR�NN Br fNE MEdtEO BY: NEP CMECNED BY NEP ���` P PRAOCED�MlDRE�Ol11R�EMENTS O N0. NONE ' S OF 4 I NONE M1 0< < D.�TE 8S4 �PPRO`.ED BY: � ePPROKO BY�. ��r��y��yp�p s/�)/zppy (1 Wa1 ALL 6ACKFLOW PREVENiiON ASSEMBLIES MUST BE APPROVED B�' THE UNIVERSI7Y OF SOUTHERN CALiFORNW (USC) AND 7ES7ED BY A SAN MATEO COUMY CERTIFiEO TESTER BEFORE nPPROVAL i BUILOMG OR 085TRUCTION �✓� OF THE WATER SYSTEM. SEE THE SAN A1AiE0 COUNTY WEB SITE FOR APPROVED UST OF ! � � B. AiR �Si THf �Y�tiACil� SHALL NRN�SH ALL VAIQilALS, EWIPYENT AND L�eOR CER7IFlED TESTER'S AT HTTP://SMCHEALTH.ORG/NODE/426. FOR ADDITIONPL INFORMATION ON I �'.'�� - �OR MaKnlC THE FST, EXCEVT THE PRESSURE 7E5* CAUCE AiR TEST EOUiPUEr+T $HALI. BE APPRO�£0 BY ME CITY. TME CONTRA�TpR SHALL CLEAN PIP[ ANO PLUL USC APPROVE� DEVICES PLE/+SE CALL THE WATER DIVISiON AT (650) 558-7670. PlFASE �� 7HE La7EanL Ai 7HE BUiL�IUC LME AND ThiE Cin' CLEnNOVT. (iF A CLEnr+Out is COMPLETE THE "wnTER �EMAND WORKSHEET" FOR DETERMiNING THE wA7ER SERviCE nND ME7ER n13 Mniw rrro reer (2'-D") 0: iHE BViLDING. TNE UT[RAl uAY BE PLUCGED AT THE SIZE. 7HE WORKSHEET IS AVAIIABLE AT THE BWLDINC DEPARiMENT OR ON THE Cltt OF � _Iz_ ClEtuualT.) BURLINGAME WEB 5'TE AT MTTP�.//WWW BURLiNGAA1E ORC/INDE%.ASPX?PAGE=125. ��Iif b�� � Y� I� � � na¢ �¢,u��ce *esr o� nfE L�tERAL Sn�LL BE C64DUCiEO IN �HE �RESENCE or THE ��( +I` �, 0� `T- �- ��� pTY IN THE FOLLONIN� MANNER: TO DOMES7IC ��- _� ADDRESS: �� AIR SHALL BE 30w1Y SUPPUFD f0 THE PIUGCED L�iEA�L UNPL TNE INTERNAL AIF PRESSURE REACHE$ �.0 POUNOS PER $pUME INC11 CREATER MAN THE AYERACE ' -�� . BACK PRE55URE OF RNY f,pWNOWATER iH�i MAY SU9NERGE THE PIPE. iHE AIF '.l�fT�q�I �.D{�f( .=7. PRESSURE SFIAIL BE HEWLATEO BY � SUiTABLE RECUUTOR VALVE. . ..... . ..........__.�,... � N� \.� AT LEAST tvq uINUiES SN�4.L BE /J.LONfD FOR TEMaEAA7URE S7ABILIZ0.110n BE�ORE � PROCEEDING FURTHEF. THE qATE pF AIR LOSS SNAI.L THEN BE DETERMINEO BY TO IRRIGATION SYSTEM � � '-'� MEASURiNG ME TME Iry7[MAL FpR iME iNiERNAL P�SSURE TO DECREASE FROr }5 TO 25 POUNp$ PER SOUARE kICH GREAiER 7HAN IHE AVERAGE BACK PRESSURE Of � PLAN �Y GRWNOWA�EF MAT NAY SU�4ERGE iME PIPE. BACKFLOW PREVENiiON i \- BYPASS 4ETER TO BE MSTALLED TME LATERAL SMALL BE CONSIDERED ACCEPT/��[ IF iM[ 1NAE �NIERVA� MEASUftEO HOSE Blp WITH ASSEAABLY fOR 7HE ihTERNnI PRESSURE TO DROP FROu 35 TO 2.5 FOUNOS PER SWARE wCN VACUUM 6REAKER j� BY CITY 0� BURLINGAME (SEE �S 10 SECONDS OR GREATER. SEE STANDARD DRnN1NG 55-1 (� O� 5). TYPE: VALYES TO BE NO�E NO. J ON $HEET d OF 4� . �_ �F iHE LATE(iAL Dq55E5 iME TESi, IT SHnLL BE CERTFIE� AS �CCEOT��E .WD iHE 54LE BR.4ND: CHAINEO AND CAN T�KE PLACE N1THqJi ANY FURMER ACTION. THE CFRTKICAl10N SNA�� BE PlACEO �N PRESSURE REDUCWG MODELj': �p�KEp IN �� � `-( � TME BUILDwG DEOARTNENT FILE. IMS CER71FlCA11DN 91ALL 8E E�iEC�il£ FOR iEN (10) � VALVE (iF NEEDEO) -�' � SiZE: oaEN P09nOra - /� � rEuxs. 4.+esme nt; m.snn�r+cccx�.wsvon cxxarnems j tiOUSE VALVE -- SEE NOTE /��'� � IF TME LATERAI. FNlS rME i(5T, 7H[ L�TERµ $HALL BE E�iMER REP�IFEO Oit REPL�CE� �h'"� � �7AP2'aN�%LF9Ct+ftYVRW ��1Mk`:IS TO �IRE SYSTEN �C\� � \ � �ND RElESTED UNTIL THE IATERAL P�SSES THERE Wlll BE NO ADOITIOHRt fEE FpR i 1 7-44-� JPG N.A[S�P+LCT9[.T+Rfl7EN'4llV690P: ���' I{� RETEST pN FE�AIfiEO �t RE�LpCEO P�P�NG A PLUNB�NC PER41T WLL BE REOUIRED FOR // U Cb IL• 1 __IJ � I` AXT R[PAIRS OR REPLACENENi, IJI ENCROACMMENi P[R41T M�Y ��50 BE REWIREO I / "` - �I[` \� DEPEND�NC ON 11E LOCAPPY OF iHE REPAIR. A COMPLETE REPIACDAENT FROM BuilOINC �� �� �K' n�T��m`� i 1' `. TO CiTr ttEANWT �5 f�F'ECn�E �OR 25 �E�RS. A ttEP�6tED AND TESIEU LntERnl �5 f0.46.40f7 uC ASf1t,N}LL�t4 � BACKFLOW PREVENTION I I Z x l ' EiFECmE FOR TErJ (io) vEARS ASSEMBLY I �� Nu D.4T2 RY LC5a1�IK.lv COVS[ ryPE: DOUBLE CHECK E% GRADE-., i S. THE CITY NfITiER HAS NOR WLL YAKE �fl'f DE7ERA11NA710N �5 TO NNO M1ll PAY FOA THE BRAND: ' � �� 7ES71NC pND REPPJi7ING. iHAT IS TO BE DECIDE� BETWEEN h/E P�RilES INVOLVED IN THE ���5 SALE. MODELN: �� ^ --_..�j - .. rt�cmrarannsmrt�r�c�ra METER SRE. ":. . . CONCRETE BLOCN & GRiNNEL mnn.acrcmmvrnn7ai. , ha(�" �� PIPE SUPPOR7 (FOfi 4' k j�� irffi �wlmr�irei�ittsntu�irv�� .� LARGER VaLVES � n ou'unffi�nnaVaEc�4x�n.umT+r. N(Mtlll CUSIOMER SERVICE S�ZE TO BUILDWC: � '�; - / � � � , �� Acmrt¢�.txnauonru.is�ot+s PSI FIRE PlP,NS SUPEftSE�ES �-- CONC TXRUST BLOCK �^\� R�Phi1TOmF'17�51� � I Qtt PRESSURE THIS SERVICE MATERIAL h'PE: (SEE STANDnRD DETAiL W-tB10 FOR DETAiLS) PA()�LINAME SECONDSCORYADD[IION TOTHERESIDENCE SERNCE SIZE TO WATER METER: ELEVATION lor R WATER METER SIZE: MRAK�MRSFAHMY IN NOTE: 1432 VANCOUVFRAVFNUE BURUIVGAME, CAIIFORNiA 94010 7.REMOVE OOVBLE CMECK VALVE HArvDLES ANO SiDRE IN SPARE HEAD 60X uwwwcm� TYPICAL RESIOENTIAL WATER SERVICE DETAIL o�i[ DIIAMHG ND. �� pyyyp r,�p PUP.1.�cWORKiNF.Qu�ttafFmAVD�ETN[S UOUBLECHECKUETECTOR ABOUE6RADE (YYRX FIRE SYSTEM) NOv 20�2 w-i�eo ( i Nov 1007 W-T7Bo rum. rixarffrx rnuw'�u;.vo. DEPAR7NENT OF PUpLIC WORK9 DEPMiMENT OF PUBLIG YMORN3 DRANNBY: LT. �� ���T OMN7�BY: FNE pqryATESEMIERUTERALANOTESTING APPROVEDBY DRA'MNG {(p� �r'�-K` ��.� MECtED 0Y� K.0 NONE I 1 pF 1 -"' """""""' ^�? NOHE i OF 6 �DURE AMU RE4VIREYENTS DA� ��, ��1 Sl'AIP AS5IMJKN MPROVEDBr. 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(EIPC�RCH lfJ �I`1 -8-6"- - fi'-T - - 5T-T FIRST LEVEL DEMOLITION FLOOR PLAN \J � S('.AIEl/4'=1'-IY DEMO. PIAN--KEYNOTES L �FMCNJSH FXLSiR+G NTiPRF.SH(1 W k DASIiFA s. �crve.w.t�m+ceuxam+cma�a;rnn� 3. RC.MO\YGYRftCt7;67IIJGSIpJSONGRAU[ DEMO.-�GENERAL NOTES cen�.v. cormucra� cet+txnc o e�aunon noms AIR(nP.R. ALLC(A'lSIRUCR(Riti)Iti'MAINPR(MIDFNRI[IR[N7CRFlN. R QFL'RUtlANTOCAPAt.'DPROVmECOVERPIATEFOR.4i]. r�awcntmxsmar.aFxovrn ux+.antrn4mxcxaatoach nnre IICAMRACfORSt1ALL�'YRitY tffiDCOND[f10NSAf1DNO11i7 �EVGVFR(�NLDlS(Rfl'FNC1E�Pfl[7ltfPflC7C�IN(; WfIHW(NIY. C YRCVtMMOViMYNiIXiSL711lM1'Nf Ot'SRLLK.YURhS YROYIUCAI+U PIACERRACIN� ORSHORIN/;ANDRERESPON�,IiKM CAFEfY.4T� SUPPROf CXSIRUCNI�ASSLR�6[lAM1lY1CNi5IX.l IM(TTH�+I. SERLE�9'TI(. DAMAGE OR Q1NRY. D. CG.SCOPLR.ATtC1NSAAPN(7RfYlIIEOWNptMMf:lllAlilYlf.S�i'fY (�Ti1CSfR[ICfI1PE.9PPEARiT(1BEQiDANGFAED TA%PPREGUIi(11'iS IOYROFRRLYSIIYYORt31RI1CfL'Ae. W VQfAtSUM[C4tAAl10flC I l`7iQ..C4tF7Y L5 REtTpRm, G ARR.4NGC.4NUYAY tORDISCOf1`lCC7IIiGRtMOVIC7G.4NUCAl11NG IIf�7fY CEttVt(i.t WRt9.V .41�4�OFC*TtOIIIION.DLSCDM+E('f AND STIBOiT. V(7f11Y'[11CI'.�fCCTCDUNIIY('.(RdPANY Ih7A[)V.4NCC.4ND c�arn¢+aemu v.v_ erttv� scvimr�� wcauc T. PLACE MAR1C0l5T(�If�IDICAiELOCA71(7N C1FIX.SC(7M+C('Im SPAVICFS OJFNfItI'SFRVICP_SLIfiP.SAND[APf7I�LGUlU71IR�6M7 maecr xr,,�onu uo�v>�vrs r, cxcerrvmm�eru7rmcmmxwaen�nu+rnmenesc�s�csvcx nunNwssrmcueMoi.unrn uuwrruiamr iva�ovxexaM �rc H DFM(MASH INAOR�FIU.YMI�CN�i1LMANNERASItEQIIDiFDT(7 ACC(1M(IDAR`'�W W[MU:INCYlfI]RICil1ATRF�lIQ1PDfCAI ca+neenor+mmerxsruacnuww�s rnrnecrmeexu�mc Fq MDAiIqV.S AND iUPPQi71N(; SIRf fC111RA[. DfftdP#RS PHA¢ �PI�{(M.fll(1NIN AC;CCH2OANCP. WIItIC(HISIRLN'f10N.X=EiFf]ULF. L PFAFORMDIIAOLIROt1QiACCORDANCEWTMAPPI.IG4FSI� nirtxcxcrrtes Hnti-�rac;n�.mx�xx: i. ncomctau&amncav�ennnr�sroaewn.w� C(R�UIDO7+G7(1 RFMAQ+ARE AFFELTFDRYDQdOLfIR7N.RFl(7['�VI(8'�. r�rn•cov.mux�ncx+.ercmrc cxrrt�.arrcasruu arrn�rnmtt, uruuv i, on Rr�n.acx s,w aeHs ns ner.� mcrllro nv,rcri ewscmc nr nocx.aer,�ron�owr�x KlWiltACfONTO(:APALL [INLI,�PLIIMBQJG ASH2(�URlFDTO PREVENiIFAKACE REiROFlTEXti71V :ASREQUNII7IOR C(7VNECR(R� (7F NEW ftA1M0QiG FOCil1REC L AF4VIMUM(7P6fp C1FiliP.N()1�.-HAZARiICAAS('(PLCiftlf[:[IC)NA1+D 17ttA011fiON WASIY�A1YUAt"RitSC1Y�IACl.�3:UIVYRTCUTO 0.V �SI7ERECYCLEDIVERVOt�ORS4LVAf:EF.4CW1YPQlCf'.0 L1Q9 AVDSHN1ClMff[.Ytt1CRYClf Hu1QINGMfE[AtD1.VATICE#17(H Geurse Conceptual Designs, Inc. �m�o..,a�M e.... B..La��aLi�;a94010 Y2�`"� -� �,kf15U703�147 �' �i�'cr emm4 �M��+e�.h��.oF,eWei s�3:wnn�eeax: tt4�m.m�cnm� unr� �rvrMnennna: • cmureuauvcnnreeum+euu:: :c�m : a.�rc�xu ri�:teut �euntx�o.a�mnu� . Fl.>KNINGCOM�pS51Ci1:)OMAIPffIS 17.MMINl:LF9(7� 0.[lRW CS1�U2`RS C1hT714PIR�G w niwn.uu RCv6KT15 rt a meeF.acxta��fr or rtv cn��macrcMmvcnuva i. f49UU7NUl77(IliSA U:.OMf'AI(C iti@tN7IH iNPLLt�611t1K1K1.V DU'vnmcrsetxxtec.t,e�Tcr+r. rK7R111 ACf MIgS, fARIXt.i OFCAS4CA�S �..1t+YQfFLL'R Wc%7f145fB�(lES nvscovrwnsn.v i.na�ma� v RF PFIURiFDTnTtIF Ifi,4(y+FA SECONDSTORYADDfRON TOTFIERESIDENCE MIt AND I.U2S, F.4tG4Y 1432 VANCOUVFRAVF�ViJE S[JRI]NGAM� CALffORN1A 99010 WWK4iGTRLE F/R>T IEVELUEMOI1fIONA.(X%tP1AV MiF. FNGrtiFPA � AAft7ASA R N1BNU SI:41P AS9tlT4Ti ORANT" ]fG BY: ���� ��� ivVSmuc�mav RY: ifC ➢AAW4iG vfj DM.1 �cF.rm E%SRUICWnr�. 2X4 ii[IDS AT l6'QC E t7.TYlUORN'AI 1. °JCIITIIACATi6'QC IX1FRfORWAl1.WfIt1 IAP suxvs o.- nvrx oinrnroou. wrm ¢t;uun rrnmtc� fC1fER1(7RWAIL `!%1 CRf[1S AT16'OC Wm15/9�[NIT.IUITi GY15IM DCA781if IP2C1 WALLSATALLiTilf7l@1 WAL[S. N016fX1F1t10ARE4RPIC W.4IL51ESSTHANFlVE frrrenem�trmracNrmvuwFwu_t nee�:arcnrr OF ONE-H(N 1R FlRE MhD CC11'�lAl ]('IICH+R016 ciscuut�. i-naix rixeiwwrtuw•.nu PETY@] C,AR4(�ANDIIVINC SP.4CE •�(1V1[)F.1/fl�hP'X'ONF-HQIRFI(ff.ltA7P.I) WALC PtR Cc JDf FOR 1124U� iEPAAATi( Ri HC�WYtIJ C,AQ.4�YANUll'�INCSYACY St10WN DAA¢D. � �b �. �� � � I I I \ / \ / r� 72-`I �] __, I __J � � � I____.___._... I � -, � � Q� PATIO ' A B A4 F1tV, SYMI;OC 37b' L7-1' + ( P'IFCANiP.R J'-Il%1fi' �, nTv_A�itrc �Iv H�� s� � :;� � ' IN) FAMII.Y ROC�I IQ1V 9-6' 7-6' � (IMER.N'IY'9l.�VRW. � IL��� I � � �b� f ` � � �V� � b a u � � � � � I � e� . W �araavTiaE � C � n u�• F1EY.SYD470L � A' �fAIIP �� � i @� l / �JEN'fRY II � 1 � (E)LfVING I� � ,f I �IPORC7i �J —es- — fi'_T - — sr-r � � �.) KITCHFN � � ev. sr�mcx ��; � --- - 3 � � (EJDINING FIRST LEVEL FLOOR PLAN e"`�"""" � Q`1? OFFICE/ , � GUFST BFDKCK�1 ' NO.1 n,a . � ii — �`"' i i � �,_:� ; cv� ¢os �q � vr� E /A�l4C� I � � LAUNIXtY � ; - � � ,� �t.arr xEYrro�s �� i nrq1mmMrn-rswsnusm.�n�urnc.rmmmwcxm.n�.rtoar�ccx.vK:r. Geurse Conceptual Designs, Inc. �. c" �ml.�v...ae�a... &�Imnema�el�l�a;e91010 ��trou�o3mar rne:L J��y.a�,Fr�d,elNN SI�T.4NPEFIVX n+ME ie;se �ua,� UAi@ N(NtM11EilIJ.`XK! ' (](YUFRURIl`+�:AM.'Pd1�C1SL:: �.r�UR : ALDtS.t�O �i!'F3111 FAP1tAiNi�l0.41EW/7W . /, 4w:xne itc: n.>nn�rvcccx.twsaoncart.�rms ?6.'dMM .1[r; 17AAt11H�:Lt9(NIttYRWCnMMt`+IS ts�-ar � n,va,a+ccewa+nfv¢ws�as.aan ll. R `Nf7 IK: �1R7�71RE7MG 1086.`20(7 Itr ASALL.iRNLS NU 0.4R ftY DPXNPfIW COVSi RCV151(X19 rt a me A F.at�n:unR irr or ra mvm.ocron mvrnov a i tUiL(a�NUfll(k30. U:.CMI'AUG if ffi4 W RH THE c:UNSML'c.TUV w.'vntrT'rsH¢LFEct,w4Trnr, NCRni ACfIVRBS,FRRGR401DdC90N5 OP. 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SqtETY l5 RESI'O�. t AARANGtANUYAY tORULSCOttVrCI1N(:RtMOVI[�GANUG4H4G ItI➢ICYSFItV[CEC WRf{LV.qitE4�OFi�Q�f011iION.OtS(:OM�CTAND snBrnr �crmYrRrm�cmnumrtrcca.a�nxrmnovArcc.nnn U6fAQt API'itU VAL BPFiMtE S7AHiIN�:1N(hIIC f. xncEMnnr�rsstou+acn�wcnnc�c�asccxu+enm srn�rt u�tmFrsenvursuNrsarmcvrwr.ux-nmxuar� IR�IL'C( ItCCON) UIX.IINCYIS. c rxcrrrwimnrnomncmmxw�cr.nf.�n+ranre�crosvrn+cx ranxws�sewcurl.iou.srnu. mwervuu�mv�er�aovrr�srrt H DFM(1I.45FiINAORDt]iLYANDCAKER7LMMMFRA51tEQlIDiFDi(7 ACY.UMUDA7P.TiF.W V.'UR}:,1NCLllDQiCitiATRP.(.]IfIRPDPUR caaraecnonTomeexs�cnuauwc inmecrmeer�tmc FOI INDA770KSANDSIIPPORI1NCSlR1 N'111RALDQTIP.FRCkiASE L ffRFOILMDIINO[.tfION PI ACCARDANCEWTfHAPft.IGew F ntrtt+cramFs Hm�rx;.rtaumicncx: i Faorcrrau.fxnza�x:n�anesnrm�sro�nuv.w� CONDIII[R� T(7 RFMAIN ARE AFEECIFD RY DFMOLf IfCR+. PELt�f. 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IIEVISIONS rz amenF.vcx�smrtirror� mnrt.ncronrovrnnYw � IfYll)CSMLiI10(i$A UCOMf'Altt rro-nwrtn r� ur+snsuc.rn�v o��cunu�xrst�uxecc�u�cr�r. [�r(.Mtnl ACIMIBS, fRRORS OM9�ON5 OP. AM' ORffil P1CIX�'f H�QPS [)ISCI)VFRFDSH,ii I.PMPIMAIFI.Y FSF RFI'ORiR)TOTHFIF4CNfR flt(1IEC7NAME SECONDSfORYADMitON TOTHERESIDENCE MRAIVDMRSFAtiMY 1432 VANCOUVERAVFNUE BURLINGANff, CAi1FORNIA 940I0 OAAK4+G711IE [LTP. fl�CJNFPR � A.4RiA1A R �� SI:AIY� A59IOWT1 �N,tN'f ]Fc 6Y. NriFsa.VIU PtV2WYU l%NS7RUl7ttW RY: RG iIRAW'ING: U DM2 � 1 '^ a.EVATTorr��n�ro�s 1.4SPF,AI.T91PGiE5_CIJ��RATiNCn, �IAYFR � � � RCi7H.��FII.TO/PLYWtYJl1. . ��d� �� Geurse Conce tual De s Inc. -MAiCIIPJfLSfINC � �• f Sil1E Fflf;ll DDff7L40NAL I I I -�UFAG 2BR _ -COLCAl7YI) �m �,q...��� a.. 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IPJ:^IIILIR'17.I7N.fLt - - - - - - - - ---M",7r!rx-s'-�=6� ------- r�rtinn�etxcriavuca�rt.u+e * rtamene.a�n.�snv��r�ar� � i�cnr`uo"rrcx�",.s wY:c��n`•a� � x i1@1�47iH IF� <4XOIIll1L1ICd 0.\'LPffiCISPfftREC.LlA¢TC,L C CKJIi71I AQR7l8$ ERRORS OM�40N5 OR AN1' Of tffA N(Y?L1SIH�"(RS 7 IkSCOVFRFDStt111.DMPIIWIF] V � ' RFPFIK1P.iF�TOMFfFS[]+Al � PRURK'fNAP1E � SECONDSTORYADDIf[ON TOTHERFSIDENCE �P 6F_1'�Lfln�--�Y 7q- - - - - - - - - . } 4 �LLsttFVF1PN�R �2?� ! �ut�rS�tBytuic---- � hIItANDMRSFAHMY � 1432 VANCOUVFRAVENiIE �, t— 0p���rnn�---- BURLINC�IME,CALffORN1A99010 n�mxr2r4C�--�aui'�-,�, n ^ omnwmcm� 1 1 � „ 0 i e mn� enc �t'.19.AliliY.t1B=�9flb_� FXIFRIOREIPVAitOtti �. _ �u+VG�[ A7.G�DE �Z-)Q� n.+.h Fracuurn nnawmx..w Ex�snrr,aEsm�i+ce .nnomav � .sucrwc�+a rtai ��" A.4 s�'�x �ssn.mr �PAMT ]PG �Y NYLhASTL1V lU�SiPlK71UY 1� PROPOSED � REAR ELEVATION (EAST) scn�.ev4•=r_o• B�°,�' R� � I � I � I � I r 2 � AS�BUILT �RIGI-�TSIDE ELEVATION (SOUTH) � � � I 1_" 1 1'„ 1 1111 1' 11 � 1_' 11 '.' 11 ':1 1, ,,", "11 ,111 I 1„1 ,.11' II ��1� �:��� � ,.,,�, 1'�,1' 1 1.", 1 ".1 ,,,, 1 "., "'�1 ,", 11�� 1�11:1 111.1 11,:, 11''1 „1�' ��, � L�;; - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - � I — PLEASE SEE SI�EET A4 FOR 1YPICAL MATERIAL CALLOUTS 2 � PROPOSED RIGHTSIDE ELEVATION (SOUTH) � � I I � � I I � � � � � � NEW PAtln SCAIF ]/4'=1-0' � S('.ALEl/4'=1-0" ELEVATION�KEYNOTES L .45PftALT SW�CdFS-CIA45U AATIHCO/ 1L1YFR a�ro�.vc� r o/nrwcmrx -MATCIIPXLSIIf±�: Sh7P I9r3lDL�fffC90NAL ->1NIUFAG 78R _coccM.ren e saamict�vrnwnxmm�n �swx o� n�xov�c FLYIYOOD -�SfXI[AIE�MASpI FXI37S;G -{apap�t�a�nan�tta�m+c 3lYXM�`DTKC. E'US[P+G � -SmEc.4iF`ffirI.>W ctiF]c6[R+(: -PaiFnYXE ALIi�f CL1Q CCMIRI T6Q - �am+c ww �zrvw¢nahniwr ��va�rn urtex�aa:e�n er�te�wr. •oa�:nrmuroa�+��r tXX 1R Af�kSMYl�Y3TU R2 W1VfAf,. Mq1U1 FJI6fNiG �.NYIE_�uiG1EYLiUNG •C(1[JHF MA7�1�IItC t-C(II.Oit HATCHL�TLVG -CIRIfR M4TC}{IX6�t(C •a�u��rt � w�mioasm+c. -smE:rarzr�nc nwixcaemeavee,uaneonxrs .�numi�nnc -czxtmMntatcxmm�c; z r�cnanm� s� nnocr tvrm �w�oo conrII.c ao� cx+ame c.nwt�rn�ronurrnoasm�c Geurse Conceptual Designs, Inc. - �m��ra.,. ' a..���.,�ai,i�,e�aw :»i�.i, �.�maio3mar -...._..,,,�' u:�,.:-w rme:L Jg,�,..B+F��I.,LeINe� sri:,�nmeiwx� tL41LL.2i�c P� UAfC N(IVtT1JYlt11`d77 cnruFnunir+c.Mreau� �U`fNl IXt7iAMR10.9 /� +.wsma n*.: n.>nwNcc��oswcacx+cnmMnrrs �e.s�.9 �: iw�riN�:�rsrxi¢v¢wcxxu+�m i-:1-�r ffc eiwnrw�oeacaruvrtwspsna�acx< n.n2orr ir*.. aar�tasimc �o.sasar nr as �n.wr�,wv NU D.4S2 RY LFXRIP[lOV CC^L4C RCYf51(XiS R 6THP.RF.90n.ilMff'/OFMF CO"(NACrtM Kl VfRBY AI !. «���w:��a� �„�,��,�,�N ou'vnmcrsr.aar+eccx�¢i.rnr. 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J DU']llffi<ISPBfUIECIRR.R7SiVf NCRTII ACRVIIES. ERRQti OM�VZRli ❑ OP.AHI'Oft4RPi()OFL4AH�T7FS Ik9CnYF.Rf7)$N.L 1 bP1HMAR7 Y RF Ptl'ORTFI)TO MF f F,'1('NfR ��p PP(?PiTNA1� SECONDSiORYADDTIION TOTHERESIDENCE t� MRANDMRSFAttMY S 1l1RLINGAt�,CA ORI�U�E94010 07iAK1NGTIfI.E FX'[ERIQ�R FIF'A710115 f)P.R. FliGRJtPR i)RAH7liG`�Q .4DD(IIOM EXL4IAC;RFSLL]E`!� � AARiAS�R PLEASE SEE SI�T A4 FOR TYPICAL MATERIAL CALLOUfS. ��; ,w ""Y �9M�"r L�.6 OY x.i.�4;:!�lU 3-�PROPOSED �LEFTSIDE ELEVATION (NORTH) `���"`�""" scaa.ev4•=r_o. u,�,�r„ �� ELEVATTON�KEYNOTE.S L.asi,,,ur s,u;c[ts_c� a�s u xn,�+co� iurFx R�`;;� '�,�,,��"�"'`�" Geurse Conceptual Designs, Inc. srn_e wc:n onrermcx+a� -_MAIVUFAG 1BR - -COLOATBI) . 25M0�71HCQ��Y[PIhShRl411H0,'N'NMO/IYVIXDYFA . � @�,k, 1Q�l.ny.�w�«,a... 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