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HomeMy WebLinkAbout2305 Valdivia Way - Plans. I __ �_ . _ 1 L _ _ ___ _ ►_ � � \ \ � , � \ \ � � � � �� ` �� !' I� ` ,� � � A � � � �\ ,� �t� � � � � , ��� �, �� ��C 1 �J \ � \ �� � � � � `f , � \ � f) � \ � J \ a � yg� \ �� � � \, f� �, f� S � \ o �o ��`'J�4, � fl i pR . \ i'� REG ` E \ ��J ' ,R� 69 � � � . , 1 f�.� �"s \-...._ , i \ . �, / \ � � � / �0 �r�� \ 'Ik9 : � `$1�k !� . � . /0.�0 ^ /6�� \ � i �i \ � .� f�`� � � - ,t �,,0����°� � � {� V�kp R � ��� ,�6%- 'F� �' '��FOUND FAINi CHISELEO %% GROSS ON SIDEWAtK POSS181.Y SET BY ORtGiNAI % \ SURVfYOR i i � � / . / �ti , ��9 � c�� a`a� : .�/ O. / �os i / , � i �' i 0� p0 l �FOUND 1" Ip WiT}{ 7ACiC 04WN p0 �� ,� 1' IN5iDE A CONCRET£ ENCASEMENT �'o ��� W!'fFf UD STAMPED "MONUhfENi IN 'o0 5 6 JUNIAER AREA, ACCEPTEO AS AN i OR{GIMAL MQMUMEN'f, 6EING A t' \ ��'' OFFSET TO THE SIREET RIGHT OF WAY BEGkNNiNG OF Ct1RVE i i �0�� o . �, , . / FOUND 3/4' IP VATH PLASTIC PLUG AND TACK "PI,S 6tfi3' / \ / \ / \ � . � � i n� \ 'C J � e,asrs oF �N�s \ � 1f�' B�Af21NGS SHOWN'FIEREON TAKEN FROM "RAY PQRK" WHICH WAS / FILED FOR RECORD IN BOOK 23 OF MAPS PAGES\45-48 ON APRiL 16, 1941, SAN MATEO COUNTY RECORBS. � / \ \ -�e��vcMti�A�tc � ELEVA?IONS OWN HEREON AR� BASEO UPON 7HE TOP GRAPHY BY / SIGMA PRIN(€ (SEE N07'E BELOVIQ WHICH HELD THE iRON P E ELEVATION TO BE 2Q0.{�Q F�ET. � / NOiEa.S'� `,' � . ! BGT D!D NOT RECEIVE A TIT�..E REPORT COVER4NG THE SUBJECT PROPERi'Y; THERE�'ORE, ALL EASEMENTS AFFEC9'tNG THE SUBJEC / PROPERTY MAY NOT BE SHOWN HEREON, EASEM�NT SNOY�M IS SHOWN ON 'ME RECORD SUBDIVISiON MAP {23 MAPS 45-4$) � / ONLY. , � TOPOGRAPHY PERFORMED BY SiGMA PRIME GEOSCIENCES. BGT RECEi1/�D THE1R CAD FilE CONiAINlNG THEIR 70POGRAPHY AND / INSERIED i'C EN70 THIS SOUNDARY SURVEY. SEE THEIR iOPQGRAPHY � MAP FOR OTHER PER"fINENT NOTES/LEGEND. � \ /� SURVEY PERFORMED 8Y: � �� ��G / � f3RYAN G. TAYLOR, (NQ \ � �sei►�a,e�ne�v,aso�6ayaea OATE OF BOUNDARY SURVEY: MAY 31, 2005 � � JOB NUMBER: 06-089 \ / � i � � TAC SET IN SE[•BY OF. SU901VISION SIREET RiGHT IF CURNE Li = 5�°18°S9" R � 15.00' '+ '. � \ O ..,. \ u ti � ,. i �a o a ao x (iN FEET) I 1 INCH = 10 FEET / / / / � ��v���d��1i / / 9��Z � �N��7��� �`� � � {� � M Z �p � am N � � a � tV � (�p �O ���� � �' � Z� �� �� � �a _ VU Q�U w�a �� o� . N tL �,pND V� W � O� �. �� � � � ' � M �Z N QO m � �'' � � a 0.. a o� � �,- ' �; ' Y �� O W � � �h" M � O �� O � � ti= � a` � � {p y 3 I�f1 �t N0.755i �Q Q� ' OF CPL�F� V s � .? ._ `� � � � N W � O } _ � � � a -� li. � � W a � w a a }. �� � Q a� � p J U Q � � U � W J '' � Qz � N �� Q o� z Nm � N N � � 0 0 z U Q a 0 � � a � �: � � � .� � ._ � \ � +r �y \ � Date: JUNE 2006 5Cale: 1" = 70' Arawn: BGT Drawing Numben s��Er 9 0� 1 Job No. 06-089 !_ � � 1 O � n . 4'�..., _ _ `l -C` Y'$•r/��'�fj,Vr f.a���y � �.:�t,�1A 9h'rt X'.. ._ __ --.. .-.— .__.._. . . '¢' : j �.-`rTr�E'- — .— _ -�...�_� w7.+a�..L�1 Tr .. . � .�s� _-'" u�d,1..Nf` ,,: ia. ,,,?i+. ....__. . . .. . . . . .. ' ' + 3: ' / �JI \ �\ � 'C,��� �� � / L -� �__ _ I I ! j_ _ __ _ _._ __. _ . _-- YODER PROPERTY �ETAININ� WALL CaN�TRUCTI��! �305 VAL�IVIA �1AY gURLINGAM� LEGEND (Ej EXISTiNG FG FI�JAI GRAOE (N) NE}Y, .OR PROPOS�D FF FINISH fLOQR � CANi0UR6, POST-CONSTRU�TION C� PROPOSQD KEYST�NE REffx(NING WALiL : �'—'�' EXISTING . CONCRETE .BLOCiF . REfAININ� WALI -�HT=S' HEfGHT ;QF. BETNNING WALL � "-'�> DIRECjION.OF.SURFAC� fLOW ADa s• ��:.owuN N$OLID Pl.A�TIC DRAIN FIPE, 4.`41A: $DR 35 � 1% MI.t�IMUM SLQPE, n y: PERPORATED, PIPE B�IND WA{.LS 4" DIA; RIGID SDj2 35, HOL�S: .. ✓ v . pOWN. i%`MfN._SLOP (APPROXiL�CA'iiPNS) . �ECTION ANQ QETAIL .CqNVENTiON � SE ..CT�'NMR D£(A(L, � : � - . . lflCAT10�V 1 " Ct 1 RFFERENCf.'SHEE7 Np, R£E£REyC£'SHEET No. ON FROAI.WHlCH'S£CAOAJ . ' WNlCH$�'C710N'OR QR 0£fAEC /S UKEN�� �. : OElAIL �IS- SHOWN � QRAINA_GE;;::NO:T�.S I DjzAINAGE iNTENT: ")T IS THE 1NTENT OF THESE 4RAWING$ TO PROVIDE POS(TIVE: DRAINAGE:IN ALL FI�VED AND-LANDSCARED AREAS: SURFACE FtOW ABOVE 41UAk1:5 SHALL FEqW TO AR�P, DF2AIN$,SHOUVN:' DRAINAGE;SYStEM SHOWN,N�AY. BE ALTERED DUWNO CON$TRUCTION_BY CONTRACjOR, BUT ONLy;UPPN OUR REVIEVI6AND APPROyAL. "�.�LAT PAT70 AREA$ SHALL S�.OFE TOVEfARD CRF�EK AT 1 Q/o: ,DRAIt�}A,GE SHAJ.L FLOV1( TMROUGH �APS BETfNEEN Cl�P- &TONES IN PROPOSED RETAINING�yUALL Ai�lQ CA$CARE , D.AWN WAIL. . . . . . . DI2AM PIF� OUIEi'�ALONG;FXISTING:�ONCRETEBLOCK SNALL BORDERiNG �REEK StiALL TUf�N. DOWNSTREAM SUCH THAT V4IATER LOWS pARALLE! ]'O•WAIL AND ' ti- C(1SCADE� DOWN FACE OF WAI:I. �NATER SHAI�NOT FR�; FALL INTO CRE@K BED. � f{LL SOLID: DRAINAG� R1PES SHALL BE 4".,DIAMETER SOLIF� PIAE =SLOPED AT `�" PER , �' z, ." FAOT MINIMUM DIR�C710N O� FLOW I$ INDICATED, BY ARRODUS: ` ` - p-_ , , , � � NO SOLiD DF2AIN P)P�S.FROM�AREA D y�{ W RfUNSSHA{:CCONNF,GTTOAt�YPIPESjHAT.: .�i U w- CONt3ECT. TO: PERFORATED Ot2AW PlP�S: ; �: : iz o. . � y� �iC v � � , No. 62264 �'*' EXP1R � � � U � � � � � O V '�{�' ��� _ R" , W V1 oD o oi �.����' � . � a�a�o;�� in Q��N �>wo� � �.�'� �' � . U � � �p� m � tb. ` m : W �.�. :: �' �'�,i .w r� ;� c� �:-� � W � � � � EROSION CONTROL-'NOTES •SICT PENCEr 70. CONSIST OF 2' HIGH FILTER FAH,RIC' �,.i°''�r A7TACHED.ON UPHjCL SIDE OF WOOD PENCE STAKES DRLVEN ,o� INTO GROUND : FOR CONSTRUCTIOP7-DURING :DRY SEASON,: A�L:EXPOSEII SURFACES SHALL BE WETTED-PERIODICACLY TO PREVEN7'SIGNIFIQANt-DUST. �TWEEN I7CT 15 AND APRII 15 ALL EXP.OSED SQtL SHACL BE PR�TECTED FROM EROSIUN AT ALL TIMES:'SUCH PRpTECTi�N'. SHALL CONSIST. OF SILT fENCES, AS SHOWN:. AIL.STOCKPI�ED SO1L"SHALL.BE COVERED DURING PERIQDS.UF RAIM, 'BEf.DRE COMPLETION OF_PROJECL ALl EXPt}SED [3R DISTURBED�SURFAC�S SHALL BE.PERMANENTLY`.PRDTECTED . FROM ERUSYQN, USING'-;IUTE� NETTING, AND/OR SEED: � tW000 pOST 36" HIGH MAX 2' FILTER�.FABRiC, ATTACHEO TO . � 6' 0 C. ' UP$TREAM SIDE OF. POST Z 4"x6.' TRENCH W/- COMPACTED �ACICfIIC �' � ( G--RIfNOff � .(l ����1� r, ���1� _ �� REIIIEWE Q � t s-�� ;� re `�' ���i�� ;_,:i ': BUR NGAME Bl.QG: OE TMENT �- 0 This dredcshaYiaibe . tobeapea� Q (,L Fa;a sppio+iald�anyvalatioii drepf�161�ns(�,1 ,F:,.. NOTES 1,-INSPECT,.ANOREPAIRFENCE�AFTER'EACHSiORMANDREMO�� �� ' Z 2'REMOVEAS.NEQESSARY � WN���I ALFIELR ON � A 3EDIMENT'SIiALI BE $TORED IN $TOCKPiCE ARFA , . � ' � ' � O ` � •. Z � �. . SILT . FENCE: NOT TO SGALE - , _(� � SHEET . C- 2 ; �� ; � ., ; � ; _ . � 0 � - _ _ ,. _------- -- -- _ , � \ , , � \ \ � \ \ �e 190 � • ' 170 SECTI Of� A— A 1 " = 8' 200 190 • � 170 SECTION B—B : WALL (E) � SECTION AND DETAIL CONVENTION SECAON OR DE7AlL !D£M/FICAhON ,� �,�, RfF£R£NCE SH£ET No. REFERfNCf SHEE7 No. ON FROM VlHfQN S£CTION WHlCH-SfCt10N-OR OR D£iAIL !S �TAKfN OfTAlL 1S SHOWN � � LEGENQ ` (E) EXIST�NG FG FINAL GRADE (N) NEW, QR PROPQSED FF FINISH F�QOR N EXISTING CONTO�fR, REMA1NiNG AF7ER CONSTRUCTION r�j EXISTWG CONTO{JR; DESTHOYED OI�RiNG CONSTRUCTIQN � PROPO�ED CONTOUR �� PROPO�EO KEYSTONE REiMNiNG WALI [��� EXISTVN¢ CANCRETE. BLOCjC REfAININ� WALL --yT=S' HEIGHT' OF REfqINtNG WALL -o—,.o--o— PROPOSEO, RAIU{JCr:ON 6JfrW REf. �/ALLS � GENERAL: NOTE;S 1. PlAN$ PREPAR D AT 7N� EtEQUE$T OF: ' MR. J�FF YOD� AND Dlj: LISA DY€R 2305.j(ALDMA.�(JAY:. ' BURL�NGAME; �A 94010 � 2. TOPO�RAPkiY ¢Y SIGMA PR1ME, FEBRUARX 2006; FJ-F{VATION [)ATlNui ASSUMED. 3. THIS I�NOT:A �OUNDARY SURVEY. 4. ALl N�W RE7'AINING';11VAl;L$; 8HALL BE KEY$TONE OR EQUIVAI.�fJT WALlS, EXCEIjT SHED WPLLS; 8H�D 1AlALL$ DESIGt�D BY OTMERS: 5: CONSTRUCl10N HOIJRS ' MONDAY=F6tIDAY: 7A(v17PM S�TUROAY 9AAi1=6PNj SUNDAY /�D.HOLID/�YS: .1QAM-6PM 6, PROJECT GEOTECHNI,CA� ENGINF�R: GEOFpREMSICS It�C::; . 561 P1�.GRIM D�j:,`SUI.TE q ' FOSTERCITY A94404 ` - (650) �49-3389 � 7. INE�R SHALL BE RETA�NED'TO,tii1RKE Si1'F�VISITS C71pN TO htl}KE EARtHWORKf1jVD DRA1NAf3E SAf;Y TESTING. lN3PECT{OLV_RE{PORTS SFIALL BE PARTMEN'f. ' � ��- IN � r�, � � e :� • � • � •. •- .�_ � • :e -o • . •. a .- . . .. ..-. s • � • � •• •• .• �- r • o 0 ! 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'SIdsP�dtetk���,�"�oYaUo��dte , fa aendaB� �oeea.. � : - . 4N �a 8w�y��;; f 1EtA 1N6 .. 'APpROVN. . : . 4�.; �. � �e�by';,;.'..'`...--�'" , (' Note; . 1: TYP. KEYSTONE WALL . Dramaae;system,is as.showrt,bv Kevstone, Se.e SH EET C�Ci . Sheet 1 bv;GeoFocens�cs -1nc:foracfuai detail: . �JOT TO SCALE :;: � `, ' ��� C -1 : , . . . (. �� . . _ � . . . YC�DER PROF'ERTY F�ETAINif�� WALL C�JN�TRUCTION - � �30� UALQIVIA �1VAY BURLING�ME 0 >> �. 1 -= 8