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Home My WebLink About1625 Adrian Road - PlansMid �acific Engineering, Inc. LEA 269 TESTING SERVICES INSPECTION SERVICES ACCEPTED ACCEPTED Earthwork/Lab Earthwork/Field Earthwork � Soil Soil Com action Fill Placement � A re ate � Foundation As halt Concrete � Caissons/Piles Reinforcing Steel Reinforcin Steel � Re-Bar Tension and Bend � Weldin ❑ Multi-Wire Strand ❑ Chemical Analysis Concrete � Batch Plant Concrete � Re-Bar and Concrete Sampling � Makin / Curin S ecimens � Pre-Stressed Concrete � Drilled Cores / Beams Shotcrete � Com ressive Stren th ❑ Fiber Reinforced Concrete � Len th Chan e ❑ E ox in'ection � Flexural Stren th ❑ Reinforced G sum � Li hiwei ht Concrete � Post Installed Anchors � Mix Desi n Review � Splitting Tensile Masonry Post Installed Anchors ❑ 8atch Plant Torque Proof Load ❑ Mason Placement ❑ Post Installed Anchors Masonry � Makin / Curin S ecimens Structural Metals � Grout Compressive Strength � Welding � Prism Com ressive Stren th � Hi h Stren th Boltin � Unit Com r. Stren th � Absor tion � S ra -A lied Fireproofin � Dimensions � Mason Shear � Drying Shrinkage Other Inspection Services: Metals/Lab Metals/Field-N.D.T Structural Steel � Li uid Penetrant � Tension � Ma netic Particle � Bend � Ultrasonic � Density of SFRM High Strength Bolt ❑ Radiographic � Tension Other Tests: � Hardness ❑ Charpy V - Notch Roofing ❑ Tiles ❑ Built- " Approved by: C''`^'"` '�' `� --:Y'=�-�"-'-"`�'"dYe: March 27, 2015 Division of the State Architect LEA Acceptance for Mid Pacific Engineering, Inc., LEA# 269 is effective until January 7, 2019. 1102 Q Street, Suite 5100 • Sacramento, California 95811 •(916) 445-8100 0 a � �cc M ec B 4 D BN BW/FC � c�c � � CONC cOFlST CONC COR oY a � EC a � EO EW �E) C � FC FH R FS FP c GA HOPE HORR HI PT HkT m MY � ,v wo� � LEGEND PROPOSED pESCRIP710N � � - ---� � �. �. � . �. �. � . � ce � JB � � �souH � OS9AH � f— O �_Z�� BOUNDARY PROPERTY LINE rs�rNwrrc wui LANDSCME RETNNINC WN.L A18DRAN IJNE MiiTiJNE STORM DRAW L1NE SPNRARY SENER Utff w�mt urE crs ur� rre�sw� uNe JOINT 7RENCH sFr e�a ur� CONCREIE VA11EY CUTfER sw�v.e rtow arscna� CA7CH BtiSIN ,uHcna eox u�w oauN �� H Q1R8 INIET SffMY ORAM YANHOIE rx� HwRuar SANRMV SENER MMlHOLE SiREET 9p! �OT t1EVATq1 FLOW ORECPCN �«,��o,� ��,� CONTWRS � ro ee aEuo�o ABBRFVIATIONS ACCREG�7E BAg L A�f1ALT COHCREIE LNDG ACCE598LE lF AREA DflNN MA% BEONNINC OF WR�E AH BFMINC i DISTFNCE MIN BOIGMMK AIOtl BDTTOIA OFWALL/FlHISH CRADE (N) CATCH BASIN ND. cur�e uo wr�e Nis corhx urf o.c. c(amur.�hn rusnc �re o/ CLEANd1TN1EPo0R) P� ca+a� a�v COlISIRUCT or -110N P55 CONCREIE CORNEIi f� CUBIC YARD pp DIAMEh7t PUC DROP INLET PVC oucn� iaaN aiae a �� RLP END OF q1RYE RIN E70Si1NC GRADE RW ELEVAlI0N5 R/H' EDGE OF PA�EAQIT 5 EWIRAENT Sµ EACH WAY � E70511NC SDYH FACE OF CURB 9{7 FlNISTim FLOOH SPEC FlN19im CR2ADE y5 FlRE H19RANT �yH FIOW LINE 57, FlNISHm SURFACE SfA FlRE SFR�16 LRlc SiD �� smucr CA� OR CM1GE T CR�DE BREAIC T� HI(i1 DENSITY CORItUCATED 7p�p PIX.YEIHriFNE PIPE ip HOPoZONT�L 7y�� HIGH POINT 7Yp HUB d TACK y� IN9�E qA�IETQ! ycp IkVQii ELEVA7IIXJ YERT JUNC710N BOX W JpNT 7RENp1 w�� ,iaNT unun PaF � LENGIH UJiqNG urg,u rgr �+cn� LANpNC LINEAL FFET MA)OYUY MANHq E MININUA MONUNEHT NEW NUOER NOT TO SCALE a� cahx owe ruNTMc ,v�w PmEST1EAN POST NqCA7CM VALVE PUBLIC SERNCFS F..ISDAENT rRaaExn uNe PONfli POI.E Pueuc unuir e,v�ar POLYYH1t CHLORIDE RFDIUS ROIFpiCED WNCREIE %PE PoY ElEVATON RANWATER RIGHT OF WAY SLOPE SMIITARY sroRu oaaH 570R11 DRAIN MANHOIE SFIEFf SPEpFICATION SANITMY SEWE72 SANITARY SEMER NANHIXE S7ftEET STA710N srum��e S'1RUCNRAL TELEPMONE TOP OF CUftB 7DAPORARY TOP OF PAVEIIQIT TOP OF WALL/FlW9i CRADE TYPICAL VEx71CAl a1RVE VITRFIm dAY PIPE VERTICAL wn� wphx u� WAiER MEfQt BMW SERVIC� CENTER ,, CULVERT CI�OSSING BURLINGAME, CALIFORNIA �t � ,. _ ,�. EAS.E_MENT_ NOTE ul �ua1s s�orM Tum, rRou UNIT N0. J YIlLSDALE INDUSiRIAL PMK VOLUME 41 OF MAPS A7 P�4E 18 BURWGMI� CALIFORNIA SW N�lEO COUM7Y RECORDS N!D PFIt ALTA ACSII WID li7LE SURVEY ARED BY TERRMIARK JOB N0. JS7BB DATED 06-11-OB � cue�r nn.e R�earsr r-aa n�e sue.ecr PRDPERtt HAS NOT BEFII IXAYINm BY LEA 3 BRAIE FNqNFi7tlNG, ING EAgMEHTS OF RECORD MAY E]OST 1HAT ARE NOT SHOMN ON 7HIS MM. � SITE BENCHMARK SURYEY CONiROL PqNT SET MAC NNL W/ SHNER �v - a.0 BEFiCiiFibRK i�6TE CITY OF BURUNCAME BETJCHNMK N0. 3Z7 LOCATED AT 1HE IHTQigCTON OF tlLBRE1N ROAD AN� STANIDN ROAU ElEV� 5.01 \ � �\ � 0 15 JO 80 � SriALE: 1" = 30' � -�- VICINITY MAP NO SGLE OWNER'S INFORMATION OY�162: PEIFA PAN BIA'M 2895 S EL GWMO REAL SW MAlEO. CA 94/W nrr�: oa�xz-s3o REFERENCES 1NI5 GRAqNC NJD MtNNACE PIAN IS SUPPLENENTAL TQ 1) TCPOf7iAPHIC SURYEI' BV LEA k BRA7E ENp1EIItING INC., ann.m: 'BYW SERNCE CFN7FR' 18?5-1&TS ADRIAN ROM �� oam �/ai/oa JOB/ - 1H0283 2) 97E PLAN BY WAGNQ2 MC1111ECMtE OiWP, ENTI7L@ 'BMW SERNCE BU0.DIN0" 7875 �DRIAN ROFD BUf611CAME CA 3) SOIL REPOFfT BY ROYIC ENIiNEIItlNC ENIITLID: � �� 18?S ADRIAN ROAO �� o�� - �o/n/oe .q8/ - 2174 1HE CONIRACIOR SIALL. REFQt TO TIE ABOYE N07FD sunv�v uro ww, u�o sHul w�sr eon� oasnrc µo artarogn im�s �ccarsoNc m n�or. SIIE�T INDEX C-2.7 71iLE SHEET C-22 DEMIXJTION PLAN C-2.3 GRADING & DRAINAGE PLAN c-z.4 unun auN C-2.5 PAVEIAENT PLAN C-2.6 HORRONTAL CONTROL AND SIRIPING PLAN C-2.7 GRADING SPECIFlCAiIONS C-2.8 DETAILS Ea-i ERos�oN cor�rna ER-2 EROSION CONii20L DETAILS SW-1 SAN MAlEO CIXINTY STORM WA1ER L7.1 IANDSCAPE PLRN LZ.i IRRIGATION PLAN L2.2 IRRIGAiION DETAILS L2.3 IRRIGAiION DETAILS AND N07E5 NOTE: FOR CONSTHUCTION STAIUNQ SCNE�ULINO OR CUOTA710N5 PLEASE CONTACT GREG BR��c AT LEA & BRAiE ENGINEERINC (5101�7-9088 E7CT 103. gbraze@lea6reze.com �1AR 2 5 Z0�'� . i . . . . , 'I�- �� ia��%� U � z o 2 � Q� W° 3�' ,� 2 Z im 2 z � � -e "' _ ¢ W w � m��4� J . ry x ,. d a z � W � � � � � � a Wi/]� ��a ON � W Fil �"� � � ~ � W W W � ��z � � � � � � � W = � W W x � W � E-'i E-� ar� sueM��nn� - oz/n/os �` RENSIONS 9Y 'gF-F�RE ypGo �oe No: zoaozas \ � o oA,�: 2-„_09 � Usq � SCnLe t' = 3C' � `I DESIGN BY: BH � ��'`e �RAWN BY: JJ SHEET NC'. 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PR€LIMINARY NOT FOR CONSTRUCTION ^�S?.T—�'I,r�! �•�• � �'1�1i��' U � Z o Z p � a �� Z 3 m W W a� o0 ¢ � �am�w m =� � W � _��<� J , ry �. d � � � � w�z� z z o < W � � ry �v�a o� W � U U � '�FW wWCd.7 � ��a� � � � � � � � a �a �� oz N � �� o �, x �, cin sueuinn� - oz/n/w Re�sioNs er JOB N0: 2a8028} DAIE: 2-11-09 SCALE: 1" = 9' ORANN BY: JJ SHEET N0: �—�.� 6 OF 11 SHEETS CAUTION: i. cwme�c�a wu cwrscr wm�aaiw su+a uur rae wc�na ar uo�oua uni�s �r �casr w rwa r�aa ro m.oi�r ar OO6lRUC1AT1- RqE (!N) !1'1-2M�. CCHIR/.CICR 9V11 �iJ6Y /11 wsm�c uiuics neue ro accmaa ,wr rdec a iws sic. L T1E IDCAT(M. �5 NO/qi [EY1115 (F E)USINC III�IM UINi6 AS 91W11 M 1116 RAM �flE �Nm iRtlll 9qAQ5 6 VNt19N PFLiHIIiY. ifE WMA�C1011 R GUIIGm TUT OILY /�CIUIL fYf VAM1 MLL IE�EIL 11E TP6 E](IIXi. 9SS WCAT06 NO OEP1115 6 9N.11 N�F.RBRQM uur� U�L vrvrt r�.�s etxH ura ro iac�¢ uo o¢rr�a I11 qldYl UOFAOIOIIi� WflIPAGIM 91�111k]vY lf)I.�IIW IID oErm rwax ro u�r ay.vna� .sao�om�r. o rm GENERAL SITE NOTES: i. w�ueine swi �ar ne srz Aea� ro�aw w na riaac um CO�fflt TE EJ�IM NLfil06 ND 41E C061RIW15 M TE �. OJfiRACiOI 91I11 ff N 11E {'�CN (F MO flWM YfM NL /PPI1fMl LYTVCK Iml� 5(IlaN9 OET/�65 NO �F' 11�16 PIaOe 1D A191TiN0 OF A �. 2 N1 �O�ec M hC PIAJC WIT-0I-14Y 9411 C1IIfOtl1 10 41 IFRIYIIIE aowaw im�s numum oEr�a.s t�airanows 3 NlUI 10 R49flIC rqEG NO I11E11 NiV�1 H�iTN CON1110. SfHa1C. mmu�eme suu run aeac ui �.v�nas �iw� �rn� R7 wo xtrarr wrc osamw�s o�.rtr n�.w am' m ax�b vna¢r Yrwune wm �K p141m1. ♦ HL mEE11Gl. MOlFS 9EFf M�lF3. ND lfIDD NOIfS RUIO N TEY DOOlOfR 91NL APVLY TWIfN1Y MlCWICUT. F NCU95101[� Mt FOUO N IIE VMlQS NOTATIUI; NPRY TE FNQEH[ YILAIFiY M Nf111p mnursmc anmc�no� 1 TEY GR�Yl109 ND TER @f1OR NE MD 41NL Iml/!1 11E PP�PkAiY Of IEA �ID 9Uff 01@EDENC. NG MEIIEIt 11E RIOECf F�t W�GN 11EY NE vf�MtD ¢ E1rtNm an �at nn .wE xor ro ec usID er IMr v4Psas O1 QIIQ Rl0.�CIS W Of1F}b06 6 11E P11G6f Fl�f BY I41fF]QIT N �einc nw �nx ,vwecwe�rt a.asv�s�nw ro ne �r�m�. a ru vx suu mnr wn1 .nn.�aaz mou wo mruc srwowsa w�a GOAM GW Rl,tg OF RIIX N410M BUT MOT IAUTFD T0. CNiUNA IEWNIGL CmE fNFObU� PLI�BIN COOE GIiQMA OFL'lItlC1L CmE fi4FAM� iFE �TLF. CaL1RM6 STNOIAD➢ NO �E61GlUO. /.IO ML iwuc�aE sr�i[ wop� �orx cvocs uopi i�s�na� �. m�o1mort cs �vac m nc ewmne�we .vo ury sswm�cmn 9uu oarwic narma i+o rectvr.�¢ v wamu oe�mm w nas mmw�cnw noa�s au msmo a sic w.a caw rht�m � �oiec n wu�ac m u�r �mo si[ �oonA u�u�s uo/w� gnws.v m RJIAM 94LLL E 1R4OI�E 6 llE Q]11RACfCR WIIINACIOR 91NL PFPM woNp �xE x �u�a a cwmncra wu rEx.1tE �u rnacnlllFs �vn autE lDs Rn vu1L� G1P1 BA91S EIC� RIN �fHPIIM�t�iFD SIMICRI�T N Nl T4fi1C �� a nie ooxm�cro� 9wi. �nusr ro nw. wtt ru rnsn�c wn/a revr WM10.I5. G/Im MEIS GIOI BA9l VIL�f.^w YOMAFIIf Ob.4RS MO 011EA GSII11G5 W11�1 M KYO! NEA 10 fN,�L YIAR N PAHIlIff N0 W09LME NiAT UIIDS NOIm QIIENI�g. N� n. w�mismR �a� TMr �e swi �.m�c sut rxo aanne �ew�rr ra� doe s�[ connr� p� � caxg or w�n�micnw 6 T6 PRDECi PIQIANC S44T' 6 NL PfF31N4 NO ANPWIY MAT TQ 1�1lR]�ff 91111 APPLY OUlIM1QRY AI� NOT 10 E IMRD 10 N01lIi1L 1101NC IIOU16 MD TUT TE LMRACIPI SiW1 RiQD �CO�iT MD 11aD lfE O11ER TE W191L1N4 Oli�t NID TE a1Y XNY69 f1f31 NIY AIO NL WBfIY. IEAL Q N1F� M d11f611(111111F1 11E A16ON�11� QF IIC�O! M TK PPAELI. pI�PT�IG FCR llAPllfY I/Q�q iRCY 11E 94E lEIIIQIIQ R lIC QI�EJI Q TQ C018iT!!G �1Qg11. 12 E)CSl01G PQE510N1 WIfIMYS BIQ VAT15 .VQ /aES�IE µQ1i PATIIPAlS 41At1 ! Y�a1TNlR rE1C �E PIAi CU611E)CI10�L 11 F 1 NqKT NEgS EIYQII ME ?FSi1GTW4 MD TE R46 MOlia 1ME 10! SIIaQtR IELII�F.�pT 91�11 cv.veL ,a x nocame+ia � aomu�s �rtv eamwenw wucarss nc LQlIIIICIOt 1LL R 90l1Y IID mHil6� I�OI�L IA C4CI110M9 ff 11E .m 91E 11a1('�10 S�iE'fY OF /L. PFP9011S ND P0.0PFRiY Dl1AlY PE16V�lIAMQ OF TE 11q11C M9 NE91�9F1�1T IILL M0.Y WNIM1q8Y NO wor � unta m rnnix Yaw'o na�¢ �a � arrc ar � o�ocros ro a+ow.� aHsiwicmi nE.er ar nc LOfIFAC10Y3 PF]fVIWMIR O MOf NIFIOm 10 NQIDE I��EV 6 TE ADEWACY Q M C01lINACIqI(S 5/3ElY �EAA06 P4 QI OR IEVt 11E LO61RIC11,1 91E 10. ItI11Q 11E fW1 V�Y1E11L MOR TE PRO�tl0�6 N TE �lIRN.. X01 rw�nu. ra� mne uz a aay..cr a ne viou� x M owen 91N1 OOIISIIME AN AOCQfAtI� R �iff 1101U( IIPf DIlE 01 N.LC�N1� I�iM 11E CIXIR�Cf tll IF1ffH3 TE m1TP�C�OM �f IMBUtt N IR�ELT 10 MfI FI�11l53 NYRAIIilS al I�Of4dltt �011 FNitt Y.�llA�IL tll •anouxa�. 1). TE O�fIR�C10R 94LL IQImY Mf/ OQlCIS M MOR( NO P�Y HMt NIY UIYAQ 10 OIIEII MO!( 1�9�1iM0 TEIE FllW Mql SNNL /M&Vt'NIIM A Aam� ac (p wmaw �cw md nc n�ic a rtu� ,�n�¢ ar SITE FENCING NOTES: 1. WfIRIL10R 9W1 PRD'.�E A WI4RAICIIOi FFM!£ IAOlI1D IIE EN11PE NSA S Ok11�1111(M A10 Od6'I�ICi�a1. NQIRN� �Il Sf�Wfn rOU2'. �nx am¢ wo uwow us.s 2 R/f! lOCA71011 IUY S MIKIFD Fllb1 lYE 10 K IS Cd61�VCTOl1 rxocEms ro oatiue sa�E usws roz wns�,�nw .aa s.or saa ODC MO TE �VS� 6 MOT 0LC11011ML M N91K KKNUMLG �T M asaeiw� �uo �rvaovK a nc omw�,� sr,w. } OOIWIPIICIqI f01Q 91I11 BE � 1NILV 6.� !' MOI MIVNfED qlMl lX( rela rrtM ami wo.�n vieac w nff ansoc a nc r+x[. 4 OOIlIR.1C�O1 91NL IEPIKE TE OR}]I f19UC �T IFJSf ONQ A 1FM tlt �T 9A1 � 1�C AS R EL06 T�ilflm /JO IM90fILY OLE Tl �O OR CP6IPIICIIOM KTMl6 HORIZONTAL CONTROL NOTES: i. mmuertw siui uiwr nc cwneo� ea� nc srt .s �eoan a NO�RK NI1RQ 9EEf. COfIR�CiOt 9L1LL aFIAY 4T NO YMX FAOI 6 11E C0110.0. IW14 P110RCIPIG 11E P0(31MOI101qlf 06MKTOl z �u a[M� a nc v�wts ,va d rsfr w omws nEn[ av uuss s�auur aum art �s raT luo xors i ui aanios ue�w�n wo rweaa ima Nc m a vwuua wo aort NlQEE 10 TE !AS 0 EMMf.f 116F55 Of)11FiD qt 6EMlY 910�1 AS A OfFElElli AMQE {. Nl RIUIN M01 NO CIAm D�T� ME 10 i,10E OF O1m. UCEtiS NIEA11g 5llOrl Q �ICATFD. PAVEMENT SECTION: i. � aerr o-v rvn iu r�wv�r gcna�s 2 IJl P�MIC 4WL � N WfOMIMitE Yf1X 11E U16T Eq1qN OF CILiR.W STNONO �FO1CAlIR11 �� TEg MORS NS MRIOFD 10 ff U4D AS A EUER�I QIUEl�. 11E iSFUEII� S[l5 IEPONf 4W 1�E PNO.�L'f MD COkA1fl0 �� „��.,�� ,.,� DEMOLITION NOTES: i. axne,�cia� s m cartr wm �u ccxxK uo srAie i¢awme�rs NRLM16 TE ipW//�L ND �OSK Ci HA]IAOWS W11FNM.IS} 2 11E CONiR/.C10R 91ALL IDCAIE NO GFIRY YMO( (NO TFN PI�1�E 11Eg YNaaAsj wa nc an�na a m�slwJCna� cs .ul mEP1K1E OAiA S1�EiT IIWf. 941A� IIWI MD W'EA i,1QfiFS 1NAt ,V� N Ot IEM ill MEA OF IriLS11GIC11.Y1 1 OR(IRIGIpCS � 6 l0 INRLOE ALL NBE AI6KE ND ALL 9184116A� Frwnms me�r�nn ro� rtm�m art �1notn w nag oae.o�rs a� a«m.w�art �u eE r�ama ran • s�c nmcnrox ro riur A0010�IDZ TME FI[fIXf 6 11E R1WMN 1OOC S 1K 00111RACIOf 4W1 E�E FlR WiANp N/Y ND N1 POY1S 1�R'/ �O! lMG6�O�R. Ii1ApM' �lLQ111U1 ND STAIF LI�ICIl06 6�OOMIRM1011 511ALL VAY NL 14S AS90ClI�1FD'fM OITUSIL ff 101AlS ). aWF1LL ALL 06RSR14 NO 1i6N06 F15Y OFLfAfil01 ff iL11DAlNNa' • imuir.a m nc s��re�ut� v ne �iewarx wa�me. n wna ulns ar'qx Moa�c P/�. artmR ��`1+K.. sauE II�FEs sae.es. �axK�. uuc�oi� vre� nc ,�s �orwrtn a nc rwa uo �1CA11014 a�au. v wow+�c suu waaoe iroms um awu�c wmws ro nc s•��cnw� a ns awhowfx o�a�m �a eww ro�aw oownw �Cwc kTMt6 owmne�m wu xSTul EA09M GW1110.1FA4i6F WR1m N 11E FAQ9W RIN t OEfALS 11. 11E CGNAACIOR !WL Y/.F1fM �l1 S�iEIT IEM� ND 91N1 BE IR�ON�E illt CQiS111fYlMF 10 ALL ID�'IL STAIE AID fFL�1/1 SAiMY uo �cxn� srwoums u�s wo �ua�ros 12 IIE OONiRMR1R 94LL PAOIFLT F%Y DILAff NL DoSING �PphOIFN15 F.�fR4 MO S1W1CTlIES A�01 ME 1D fRLlll NIY Ilfl6 �AYA� BY TE OOIi1RAC1Ut M xS .�]f15 6 IMY IlO6 IF110W1 F➢R 16 UY 9�NL ¢E IERA� x ElXILL fR ETFR WIX11M /S APPRO�EU BT llE MOfRZT OR owm�s �r�mc il CVWN�I[ RIII OFCIIOGI. ILdAMf'N. IMDZ.W�q ANO N1OfICCMII uuMws rw uiuir sur-0awi / o�vmnctt �nutaa oulm�c�ae s ro vu* ar �u Nu*�[�5 ws �c¢ss�xr r�ern ro otvarnori cox�nic�an a ro COOIIONAIC YRNQ M[Itl�+IIPtM1'MIH M GE1T111PF11 / OMIf]1. DO tlOT M[ N1WNPf SAMQS MJ�@fi dT-41E OMmii �L9� 4`E Hqf1ECI1MN. vuxa rax �mrnw�u m�amoi scac a rowc ia .LL unmws ro ec ooia»� uo na��n vuu aiaic nff m�utr m�[n or nc carnuc�w wo awL a urtur as�asn ar ar-s�r. SIGNING AND STRIPINC NOTES: �. �u paoa uo smww ro ac rm cu.irturs nworims uncss Moan ro ec Rl1 QIY STNONm1 2 NL 9Q19 Fpl WfOR6T pEC1101S 9uLL BE IETIL riN BEIRD IFFIELTK PM(C A.PN[IW POSR 9141 EC 1-1/S dYl1[11 WIVII� PPC CASi N10 A 1C WIEIFII 8Y Sf� �EFP W�RIE i9011q BOf10Y ff 901 91I11 BE Tl reo�c naw m.�c uwtss r�ohn a� a we� nc rauww meas «am a nc auMas rxmne nc �tn 941N0 N�/OR S116!!3 M, PRO�Q' A VMI .b�HE STIII YTI BRIII PAWiNf YIqi1LS Np iIEL-Si11pq 9W AS Wf1iiD N OEfN: � PRO�VE GLiPN6 1'RE I'I(�1 QL4 A2M) � PR0�6 flLiFAI15 TYF£ IM(R) (RY A2�A) STOPr�ev,� ,• � . io �rn nne uc .� �xm,ua ,�z.o Sim YIll�It F!E LNE - MlSf E VNf1fD PED NTI ��E lNE Iq PANQ16'. Y �mrr rr� tnme evm u. EARTHWORK QUANTITY NOTES: 1. TC LOx111ACIM 6 I�L'U O[100MC TQ qIAMTi@S OI NL �s av c.xnnwec a na wam wo e�o nc eo an nwx OUIM11E5 MM Fl41 IMORID� TUT AGDIIOIIL P0.0�85 - IM0.11bND eHoenu�c - um auurmFs we .�so ro a �ann w nc eo nn nc iV1Dll�1i lqIES 2 TE CdIR�CIM 9V11 YN¢ N1 NML OEIpMUTd K TE DIMIIIIES 6�4�D OI � RTAIID 91E �HI. TE 11POWM�C SWKY. TE fEDiEO1NGIL fEPU1T. TE f181 ptAR3 lqYM d TL4 OR��IO� TK 9g I+0 f%IWi Ci fWINCS 11E ARTAWIICN 40 WIFIlALS 113D iVf BIAOIC 4.�BS. P��f�11i 4'CIIVR N0 TE � NO OfVM OL UIl11Y iWMOES MQlIO�q 11E III�11Y WIlIRA4 OM3 �lf11O��1FD IE-UY 6 E�EnNO W1FN/1 i91 BA7611 F ANY. 1 i1E CWlNAC101 9WL �E£f TE W��LS 9q�I1 M TE pUlflOS. IAVSIMO nc wnrtn ar owxr a r�aartr ws �asm ro oo sa rn ,�m�nas 9KND E Y1LE AYWi 11E 91E B/aAKfIG MO M�15'iliM15 10 M WME 9WL ff VFH�TiFD IMEE �lfllLY APVROM➢ BY Tff MOI/bIOR M ran�o u-'m nc w�er ar �wr w�nc aw� M.�cr ro n� srwes. MOR( !Y 011 F�FF-C EIC ILLS BEIII TNWOIWIY �EY4D BY TE Mtll/IIql WEII AR9NOp TE �I DO IbT AL9111E M1Y OINI�S Pl TE f119m 4MACES 410111 CM TEY fFA'<IGS 11�1 8E PEMIm. SITE MAINTENANCE: 1. PFLM �IL �Rf, WA�FI. Rl.�ll AENg NO plml 11A41E FlWY SfiSEf PA'hlIXf ND S101Y ORIJ16 M.IONK TE 91E WT W6IRIICIION ACQSS RWIE3 ORO M 91E ND RAfE QIAYFL PMS AT 11F4 IDGIIdK 00 NDT WK 4F]WE9 NO FDIMlNf OfT 11E VAMD tli OIU�41ID NEA9 qION YIE'f NFAi1EA. 2 Sl@ dlf VKVIY TE $11EE! PA�EIIXf ND �EWllld /Aq�1110 TE IwGeer ai! �v�u m[ w-s2 rMen MCws oN � d�lr eA95. aa�w[ cvuu-w uw wo oxr mw ncx �rws � sr�r�n m�ns wo M/im lO IEA01 MEAS 91N1 E SIEYi WMINLY. i w+m�cmrt swi anex nu ms�cnai omes a � ravtw+ ewss NO RAQ R M � dlIP41F11 Ot PRfR fDlfNtlf M�I d AVIm Ql IQYOISD OM � Im01SM 6156 Y1t11 MI110PR�1G U2 TN�S p1 1NF OKAM 10 LtIIII.T FN1D1 OFHiS 411 �IATiU6 1H�T �UID CWiPHlIE 10 Sl�l MYll11 R�16F PR1L11O1 ♦ F TE SIIE£i. �YNKS NONt VAIq10 lDf AIF flRS111E 'K9m. 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PNOQ10 MEAS ND ST�44K MEAS 91NL BE 9EPt MLT NIM A'/AhR S�fll a rm vc•vaes wu : rsvum uo usn ro awi uL nam uo LPf1IXi LG�flO M OOIMIARTOi 91C F 1�ffi NA4@JB CMNOi !F �MI \ 1�E3 Q lRN]Q � All 1N106 NO FPIIR/]IT 9Ut1 E NA9m CfT EfFV�E IFAWW 11E CtfK1RU1�ICN 91E �. m�orc ae wn mrm amAnaa �r aa�hs wrsr suu a sirerm YEDIAIflY i ql5f AfFECi3 MlAmfi PR�Ul16 11E COMIXIGIOR 91N1 PROVmF 9F11�? WSf P'MIRQ FtR TE FN1V2 PP6FI:t 41E M 1CU.1mAMQ YIM TE Rt4£LT 1YPW AT I11 l�Q TE 41E 9WL E �m+aFwn ws rEass.ar ro wewrt ousr ti.s.� w nc nexr m.r � cwminm �caFcrs ro u� �cmuic rwsms ro carmma nm. nc mr a�fs � wwrt ro rua �.icw r.ivaes .�a �sur ro axm¢ oust ,wo wrxac nc oosr ro� oa�m�na� Q TE PFRfIkE 6 R9Q6H£ iVf dKT LtlfiPd YEA9R5 N1D f011 �TNRo All IEO.nID PFHIR �11D IPPIIWNS Nl qllqlq CCfRAIIOK 9W1 ff 9t.�F�➢ p/1uq gtOO (CR � Sr/�Q 9100 IIt1tR 0. NL Ttl1O6 IWA110 591, SNO, NO OTR ID0�4 YAllIEALS 91IL1 p[ lV�flm'YM TNRAWIS dt OIIEII FSTTFLL'IM1E CMVG EARTHWORK QUANTITY NOTES: ��uc mwmecm� x�m� ra' K+�+s- nc w�wn�s ar .0 � raws ar uam+aix a na w�wsr uo a.�a ns � a� a.wmo Yrm au oaam¢ nur �mnweui �wom� - xauaa Q�aenea -,uo wumns ua wsn ro ec nnwm x*ic em cw nc �atu�a xm¢ 2 M 00lI111ALiOt 9W1 YI1Q /N MMl OCl[JOMATW Q M QiMrtfIR xga o� � o[natn vrt vsv irc t som��c srt�cr. nc �.vrme�cw IRP01t�. 11E FM511 qtMfS 9p111 111 TIEY ORA'�NCS i1E � U0 EY1QlT s mm�cs � a�an,w�m� wo u�mws ugn rcA aiaoxc sae�S P�Wf1ff 4LTIdA AM M� NO OFPM 6Vllltt 1Pa0E9. HI'LIO�N nc unm mnnueiaa .xnouien �-us a oasrra wmeK rn� erno-u s iwr. 1 M CIXIRAcme 9wl �eLT M OVm swW� ol M quMMCS /�O.USINO nE u�ourrt or� ��axr a owat ws xtaecn ro no w. wo �rnwnws v�auu ec uint rnart v[ vi[ eKµow ra �n,us�rs ro� ainc 91ML BE PFA1(i1fD IN£S �OISILNLY MPNO�F➢ BY TE I/IQI/pq1 M I�CING MfR 11E �P.�Cf 6 N1Y QfME OIIIIQS MKR T] R�IPi SiARi YOA( BY OIIfRi EIG) MAS �1 TIUWUqI.Y IEMtIED CY M MPI/Dqt wd vur.ww me cxnnna ms oo nm �ss� �urt au+as m nc ream a.m arow a� nes auwhm �u � ren�nen. , ... � � i �% �..., ,' �yc.EY c Na 9141E� �p. �2-91-10 CIVI1, � N � � Q J Qi � Z W � �zo W v�l �� J1 � ��y �r l Wr, �r..1,y\ V V v �--� W ��.J Fil V1' �.J � � ��y ^m � F�M W � � O 2 �� z � V �� U NSo�� z V ~ � r �--i rd,' Q v F+1 I�1 � � W^ W l/] i r � � CITY SUBM'iTTAL I - oz/'.�/oe �i,,., . ,� ZO�IL, �ewsiaas �� DESIGN BY: BH DRAWN 3Y: JJ SHE=I NC' PRELIMINARY NOT I C-�.7 FOR CONSTRUCTION , aF „ SH�n '• I �lC OR WN6�iE PAYNC H r 0 0 i\\i\\i �i\\i\\�i\ � � i/s" rs�wus ToaID mcE rw�cN. eoni coraEas FLY97 fitlDE LlE 7/Y DOYM AT LAlIDSCAPINC (FlLSN AT 90EWN.1() .��\��\ \��\��\��\�\��\ �\ .�� ca�a� a� ' ��/ /A/A/�/ /�/ ��`��/��%/��%i%� /��\��\�� 2 - N BARS CONiM1q15 7.�a1AB YA1/ �llQt BE IXiR1AED 70 iHE 91APE I�Y alim 4' N7o SIOIW OR FMIED 3 Pq11iED IN PU�. NAIIYE SOIL 2 PltOV�E E77�AN90H JOIN75 AT 75 0.0 ��/ TYPICAL VERTICAL CURB 'Cy � ar�s. ,. Nosaecnoir suLL cassr ar a'xe• -ecti MEIDED MfS FABIUC. 2 APRONS 91ALL fiE POUqED YONOIfIMC IIf1M �r aam ,wo arrmt S COqEIE VNlEY fi1T1FR AND MROHS SINl BE INSTALLID PPoOR 70 PAMIG {. PUCf 1/Y qAYEIER X IB' LONG DOYk1S, AT F7�AN90N JON15, fS 41qYL S RA� 1/4' IHIIX EPAN90N JOIX75 NLL NIDiH 20' CN CEllIER DEfP SCAf1E AT 10' NIERVALS fiEIMFDI FJ�Al190N ANR �-6" Q.I55 2 AaitECAIE BA� (YH) B CONClETE � CONCRETE VALLEY GUTTER -2. � lOP OF Q11� R�1' VARE: AT GiCJI BA91 1/2' RApUS 100.m EDf� TIPICAL Al1 �tS HCID A.G PAYHC UP i/e' aeo� arrmi / 1/2' RApUS 100LID EDCf 74PICAL ALL COIUERS 8' s-µawacart. . �� Q�CAIE BAg �1^n�o, CURB/GUTfER DETAII. '� � � ` �\ � 1' 47A1iER AT ALL �MIIERS �---- �—�-{ 7iP OF 6' H(il dll� � � ��Al� � �A�� . � �`;�. �/ �/ GJ✓;`�i, / �/ , �rnur� a� W�x g� r-a� rmFx noac ,r-,e o�, e• enau wm orw�c is aF air�x S NOE OPF7fIG d1R8 :ws1 • . MIiH FLDtRIC OF Q11'IFIt � ' • � 8' MQi CURB P1NL CURB CUT IN CURB GU1"1'ER �s� DRAINAGE OUTLET -2 rrts aao �Y � m e� a c 4' � PIPELINE BACKFILL -2 rns i 7�51 I �s — I �� t�tnEY c n> a�me� ey. a-a�-�a s crvn. Z o C7 i Z � ¢ � W z �,n Z 3 rn W_ N � o � i `-�Qo m °�m w � ° �� J . � x .. � i � ~�j i WT� ^�y o � `J ~q zzo< w ��a o¢ W�c� U U � W � � � C%a � C5 ��a� � � � � W = � 1-� �i F"� W Q CITY SIIBMITfAL - 02/17/09 � ., .,.. . '2,.6 �tr � Y L.-- - - � ' �� 2 5 200G RENSIONS BY dae No: zaeoze} SECTION A—A PROFILE DAiE: 2-it-09 � �,�,', IN�IAr,;11 �� ' scn�: ns Nom HOPoZONT�L 1' � 8' . . y¢�7��; 1� �{� OESIGN BY: BM s PROPOSED CULVERT DRANN BY: JJ SHEET NO: -2 "'� PRELIMINARY NOT C_�.8 FOR CON�TRUCTI�N B OF 11 SHEET$ o�crae� wuaa�c t,we raa �a unun aQc Ho� a� cai. AG PAN/G �C(7�CAlE n�c (3£AN SNO OR GRAtFI. � /11AK PMMSE � OF 1 t/s' No aax oow�cna� L1Y15 OF CONOEIE CAP, F I�Gb. (PA�fD AFEA ONL1� Ylk 4' YA%: C + 251[ aD, :i PURPOSE: 7NE PURPOSE OF 7HIS PLPN IS TO S��BIIJZE THE SITE 70 PRE�4NT Q20510N OF CRFDm AREAS PND TO PREVFNT SEDIYENTATION FROM IEF�ING TiE CONSIRUCIION AREA AND AFFEC7ING NOGHBOFiING 97E5, NATURAL ARE.tS, WBIJC FAqL1TES qt ANV OTHER AREA 1HAT MIGHT BE AFFECIFD BY SEDIYENTA71pJ. ALL MEASURES SNONN ON TMIS PLAN 410U1D BE CON9DERED 1HE YINIYUII REOUIREIIQlTS PffCF.,SSARY. SHWID FlELD CONOi170N5 OICTATE ADp710NAL NFA91RE5. 91qi AffA91RE5 41N.L BE PQt CALJFOftNU RECIONAL WATER WNJTY CONR20L BOMD'S FlElD MANUAL FOR ER090N AND gDIMENTATION CONTROL AN� 1HE CALIFOFWIA SiORY WA7ER WALITY ASSOLIATON BEST YPNAGDIETlT PRAC710E5 HANDBOOK FOR CONSIRUC710N. LEA i fiRAIE ENqflEfSlINC 9iWl➢ BE NOTi�D INYEDIATELY SHWID caaana+s au+ce EROSION CONTROL �OTES: t. IT SHALI_ 8E THE OMNER'S/CON1RACttM'S RESPONSIBIUTY TD MNNTAIN CONiROL OF 1NE ENTIRE CONSIRUC710N OPERATION AND TO KEFP TME EN7RE 9TE IN COIIPLJANCE Ni7M TM5 oxosaa carrna auN. 2 1HE IN7ENIION OF 7HI5 PUN IS FOR INTERIN QtOS�ON AND SFDI4ENT CON7ROL ONLY. ALL QtOSION COHTRCI YFARIRES SiALL CONFORM TO CALIFORNU REpONAL WAIER WALITY CONiROL BOARD'S VIELD YANUN. FOR FROSION AND SEDIYENiATION CONTROL, 7HE CALIFORNIA S1TlRM WATQt WALTY ASSOGATION BEST MIHACAIENT PRACTCES HNIDBOOK FOFt CONS7RUC110H, AND 7HE IDC�L GOVERNINC A(.'t7JCY FOR TH5 PROJECT. 3. ONNE3t/CONTRAClOR SHALL BE RF�ONSBLE FOR MONITORINC EAOStON INO SEDIYENT CON7ROL IEAAIRES PRKKt 70. WFENG. AND �F'fQt SRMY EVE!!1S PERSON IN CHAR4E OF NAINTARIINC EROSIOH CON7ROL MEASURES SHWLD WAT6i LOCAL NEA7HQ2 RFPOitTS AND ACT MPROPftIA7FlY TO 4A1� AIRE ALL NECESSMV NFi1A1RE5 AF� IN PLACE �. SANITARY FACILITE5 SHALL 9E 4AINTAINm ON TIE 9TE AT P11 11NES 5. DURINC 7HE RNNY SEASON, ALL PAVED AREAS SHALL BE NEPT CLEN2 OF EARTH MAlER1AL ANO DEBfES 7HE 9TE 91ALL BE MAINT,VNED 50 AS 70 NINIYIZE g'DIYENT-LAUEN RUNOFF 70 ANY SIORY DRAWAGE SYSTFL. INCLUpNC E70S11NC DRNNA4E S14ALE5 AND WATFRCplRSES, e. CON57R4CTION OPEitAllql$ $NALL BE GRRIm WT IN SUCN A NANNER TIAT EH090N PND WAIER PIXIUTION NILL BE MIN�4�. COMPl1ANCE WIIN FmQtAL, STA7E AND LOCAL UWS CONCEANINC POLLUTON SHML BE NNNTNNm A7 ALL 71NE5. �. connucrort sHUL aRo� ousr conrna ,�s aeaira� er nie nrPaoPw�re �xw STAIE AND LOGV. ACQICY REWIREMFN75 8. ALL W7ER1AL5 IE235ARY FOR THE APPROVED EJi061q1 CON7ROL ME�lA1RE5 SIiALL BE IN PLACE BY OC70BER 151H. 9. ER050N CONiROL STSIEMS $XA1.L BE INSfALLm N7� YAINTAl1ED hlRWpiOUT iXE RAINY SEASON. OFt FRdI OCTOBF72 157H T1RWq1 APRIL 157H. NHICHEYFR IS LONf,�R. �a iN niE �r+r av ww. u1 ca�awc MoaK is m c� iuwed��¢r ,wo niE s� is ro ee seuID ir+ �ccamaxce ntm n�E ,�arrsov�i Exossar+ ca+ma u�nw�s um �wrrto�n Exos�aa coHma� w.nri. 17. h1E CON7FtACiOR S1fAL1 BE R6PONSIBLE FOR CF7Eq(INC AND REPAIRING EROSION CON'IROI SYStE115 IF'fQt EACM STORII. 12 AODI71p7/�1 EROSION CON1Rq. NEARIR6 MAY BE REWIRED BY qN OF BURl1NCAYE ENGINFF.I7ING DkPM7MENT 0I2 BIALDINC OFFlpAlS. 1S 1ffAA1RES SHALL BE T�KEN TO CqJFCT Oq CLEAN ANY ACCUYULA710N OR DEPO5IT OF �IRT, MUD, SAND, ROp(S, CRAVEL Oft OEBPoS ON 1HE SURFACE Oi ANY S1itEET, N1EY OFt PU81JC PLACE OR IN ANY PUBLIC SiORY �fiMN SYS1E11S 1HE REl10VAL OF AFORESND SliALL BE DONE BY SiREET Sl1FII'ING OR HAND SY,FEPNG WAIER 41ALL NOT BE USED 7D WAS7 SFDIMENTS INTO PUB4C IX2 PPoVATE DRNNACE FApIfTIES 14. FROSION CONiROI NEASURES SHALL BE ON-SITE FROM SFP7EIABER 15Ti THRU APRIL 15T1. 15. N.L Qi090N CON1R0. YEASUR6 SHALL BE INSfALLED AND MAINTNNFD THRWCF7WT T1E RAINY gASOH OFt FApA OCTOBER 15 1HRU MRIL 75, YMIdiEVQt IS CREATFR. PERIODIC MAINTENANCE: 1. MAIN7FNHiCE IS 70 � PQtFO(211m AS FIX1�WS A. DNAAG6 CAUSED BY $(NL EROSION pt OONS1RUCilON SHALL BE REPNRm AT THE EN� OF EAqi WORpNC DAY. 8. SWMES SMALL BE INSPECIED PQtI001CAllv AND MNN7AINm tiS N�m. G SEDIMENT TRAP".�, BERMS, AND SIYALES ARE TO BE IN�EC7ED AFIQt EACJ1 STOftM AIO REPAIRS MAOE AS N�m. o. sEniuewr s+u � ae rso�o�n u+o sr�uar m�r nma�m io iTs qtIpNAL DMEN90N5 YMEN 4DINENT HAS ACq1MUUTFD �0 A �EP7H OF 1' F00T. E SmIYFNT REAIOYID Fl2011 TRAP 91ALL BE OEP09iED IN A SUITABLE ARFi1 AND IN SUCH � MANNEIt 1HAT IT NiLL NOT FROOE. F. FlLLS AND CUWES NUST BE RfPNRtV. 2 CRAVEL BAC INLET PROiEC110N SHALL BE CLE.Wm WT MA7ENEVER SEDIMENT DEPTi IS ONE HALF ME N�q1T OF OHE GRAVEL BAC. 3 51RAW ROLLS SHALL BE PER10qCILLY CNEpcm TO ASSURE PROPER FUNC710N AND CLEANm WT NHENEVER THE SEDIMETlT DEPTH REACHm HALF 7!E H�GHT OF 7HE ROLL. �. 9LT FFSICE SHALL BE PEFt10DIC�U.LY CHECI� TO ASSURE PROPf7t FUNC710N AND CLEANm OUT NHENE�fR 7HE SEDIMEN7 DEPTH REACM6 ONE FOOT IN H�d1T. 5. CONSRtUCT10N Q77RANCE 9iALL BE REGRAYElm AS NECEiSARY Fq10N1NG 9LT/SqL BULOUP. e. u�r oniQe Eaosion corrma wEnwwa�s sr+ou.o ee a�eacm nr rsEcuu�a iNmevus ro �s�rsE aaor�ex vuNcnaN EROSION CONTROL bfEASURFS: 1. lHE FACIIJ7IES 4VOMN ON 7HI5 PLAN FRE DESIGNm TO CONTROI E320510X AND SEDIMFNT DURING THE RAINY SEASON, OCTOBER 151H TO APPoL 15. Qt090N CONTROI FAQLIIIES SHALL BE IN PLACE PftIOFi TO OCTOBQi 151N OF AN7 YEAR. CRADINC OPERATONS WRHG TME RAINY SE�lSON NH101 LEAVE DENUDm AOPES 41PLL BE PFtOTEC7ED NiTH EROSION CONTROI YEASURES IIdmIAIELY Fq10N1NG GRPDWG ON 1HE SLOPES. 2 SIIE CONOITCNS AT TIIE OF PLACDAENT OF ES20S10N CqlIRIX. ME45URE5 XiLL VARY. MPROPRIAIE AC710N INCLUpNG TDAPIX2ARY SWMES. INLETS, MYDROS�ING STRAW BALES, ROCK SACKS, EfC SMALL BE TAI�TI TD PREYk7JT EROSION �fD 4DIAENTATOH FRpA IEANNG 97E Q20510N CONTROL MEASURES SHALL BE ADJUSim AS 1HE CONDIIIWS CHANGE AN� nie rFm oF corrsmucn«� siFr. 3. CONSiRUCTION EN7RANCES SHN1 BE INSTN1m PRIOR TO COYYENCFLIENT OF GRAqNG �V.L CONSiRUCTON 7RAFFlC FN7f3tlNG ONTO THE PA�ED RO�DS YUST CRO55 1HE STABIL� CONSiFtUCTON F?ITRAHC6. CONTRACiCR 4i/Jl AIAINTNN STABILIZED ENIRANCE AT EACH �ENIIXF ACCESS POINT TD D]511NC PA�D STREETS ANV NUD OR DEBRIS TttAQCm ONN PUBLIC STRfE7S 31ALL BE RE?IOVED DPAY AHD AS REWIRm BY 1HE GOVFRNINO AGENCY. 4. ALL E7�OSE'D SLOPES 7HAT ME NOT VEGETATED 4fALL BE H19ROS�ED. IF HY➢ROSEEDINC IS NOT UgD OR IS NOT FFFEC7I�E 8Y OCT08ER 15, iXEN OTHER IMYEDIA7E IIE1H00$ $HALL BE pIPID.QIIED. SUC}1 AS ER09p1 CON7Rq. BI.ANKE75, OR A 7HREE-STEF APPUCATON OF 1) 5�, MULQi. F4RiiL1ID2 2) BLONN SiRAW 3) TACKIFlER AND YULCH. HYDRO�INC sH�u ee n+ �ccoaource wn� n+E vr+oHzars oF secnaH zo- �a� ((%1NNTROL MID FNpIWAY R.AN7ING OF iF1E STANDMD SPEpFlGTON OF THE STAIE OF CAL1FORflIA DEP�R74ENT OF TRIJlSPORTA710N, AS UST RE175EU. REiER TO 1HE ER090N CONTROL �C710N OF 7HE CRFDING �EtlFlG710N5 7NAT ARE A PMT OF iHS PLIN SET FOR FVRTiQt INFOF4A7KN1. 5. INLET PROIECTON SHALL BE INSTALLED AT OPFN INLE75 TO PRE�ENT SFDIMENT FRpA EN7EItINC 7HE STORM DRAIN SYS7Ea1. INIElS NOT USED IN CONJJNCTON M17H ER090N CON7ROl ME TO BE BLOCXm TO PREYENT ET17RY OF $FDINFNT. NINIMUY IHLET PROTEC110N SHALL CON45T OF A ROq( SACKS OF2 AS SHONN ON 1HI5 R,W 8. THIS EJt090N AND gDiNET/T CON7ROL PLAN YAY NOT COVER ALL T1E 9NA710NS 1HAT YAV NCSE WRINC CONSIRUC710N WE 70 UN�H71pPATED FlEID CONqTONS VAPoATCNS AND ADOI110NS 4AY BE MADE TO 7HIS PUN IN 7NE FlELD. A REPRESENTATVE OF LEA h BRAZE DIpNEIItINC SHALL PQ7FORY A FE1D RENEW AND Y,V(E RECOAIYENDATONS AS N�m. CONTRACTOR IS R6PON98LE TO NO71FY LEA R BRAZE ENGNEIItINC AND THE CO�IItNINC AGFNCY OF ANY CHANGES 7. THE FROSION CONIROL MEASURES 91ALL CONFOFtY 70 THE tlTY OF BURUNGAME S�ANDARDS ANO 7HE IPPROVAL OF THE QTY OF BURUNGAIIE Q+ar+r�Nc oernrsnaar. 6 SfitAW Rq15 SHALL BE PIACFD A7 THE 70E CF 30PE5 .WD ALWG THE DONNQOPE PEStlAlE7FR OF THE PRQECT. THEY 41ALL BE PLACE� AT ZS F00T IN7ERVNS ON GRADm 30PE5. PLA(AIFNT 9iALL ftUN N1T1 1HE CONTOUftS AND ROLLS 41FLL BE lICHRY FN�&1T7ID. CON7RACTOR SHALL REFER TO MANUFACTURES SPEqFlCAT10N5 FOR PLAC�IENT AND IN5TALLA710N MSiRUCTONS REFERENCES: 1. CAL1FIXiNIA flEpON�1 WATER WAl1TY CONTROL BOMD'S FlELD MNlUAL FOF2 Qt090N AND SEDMEHTA710N CON7ROL 2 CAIJFORNIA STdW WATER W�L1N ASSOqA710N BEST YANA(�1AENT PRACTCES HANDBOOK FOR CON5iRUC110N I / / �� I � I I F- 1 � L__ II I . I II I . II I II I . I '. II I �'. . � �.. II I �I , - ' I I � ' '. � '� � � i �`. I I � ; �II I_- _ _ , ��,� II ,{ I �� I', II �. , i � II �:. ,�1 ... .. _.,. II I , II I II \ � �\ V 0 1 8 18 � SCALE: � � a g rH.- _ _ , ('.1 J _�_ � � ` T' .„�.J G= V V Y� a, � i; 2 5 2� `� PRELIMINARY NOT FOR CONSTF�UCTION 4pEYCt- �Xa 91SR " 6p. 12-91-1U cIP�. � o C7 > Z p ¢ ' � a �N = 3 m W _ W W _ C z - iO � o m w .6 W u °i��`� J . r �- N � Fil ~ w�z� zzo< W � � a � � I-� � � W Qy' Z..� � � �-r � �N W W � �../ � � a � �'U� � ai �-'�- � � � 1-� �M F+� � � Q � �..� � �a 0 � N0 W W cin sueM��rrn� - 02/17/09 REV!Si0N5 d`� JOB NO: 2080283 SHEET N0 ER-1 9 OF 11 SNEETS �,�Y �,�` /"j`'"'� � ��'a SUimrnater G�: Q�..��y �p,s " �� . � Pullution Aevention Program .�37DR� ` __ Gvuva awa Consizuction & Site Supervision A�h'uroc pl�nioa preven[v polf�cm �/S�«lule axa.atiw and qcadmg auivihm fw dry a tMcr pen80. T mh¢c soil eros�o4 P:mt rempo � ve4 ptinn crr ylace cTher rnwion xvm�ln tnfofe Jiuq�er sal o�olocl aWem Jrei� m Ihe ��i�i dry uf.he vk wilh bcimy nr 1�11ery dirwK wel weeJ.cr pedods lCo�crol cho nmun� of rmoff croenng ymr vib (�A �.tllY d�ln6 cxcx��liLOII) M'u'�+ bC�6 ar�cmPo_ ,my or prn�� d�n� tr;r� ro di.nn wxr t� � uewm3�hesi�e. Ra7iuxsiormnakrtww6velocitiesCy amswctn� �n�pavy chect danu ur Venns wFert �op�mn lTrdn yoar e�loy«a md mbco�ncron�, bfa�e tMse 6eoch�ars avmlable ro eveeycme wha Wcxks eu ihe coosnucrinn �w ]nfo� wbeowx�ans about 9�e xc� mrmv�azcc:cqukt.ocerc nnA ihcir r�wpomallidea Cnood Lo��ael�eepmS �aaeti� Jllaippeb ooe oanp]eeeLy mammed uea fin euto P•r�L. vun'de nf ImC �d rouria cq�up�t ' toonnoe. The Jnig�wuJ area>Iwldbe �vell away ihT Ytta1n6 m� 4mtm dnin iTl[tA ml helm[d if pGC�4- mry. Mnkc r,¢jrn r.rain nff ric JKccp meleri�l� w1 of ifie nin - prevvrt mnnR imeinadon nc Poc aw.cc. CmKrcxporcd pilca n! soil m muam�ciirn wa:criaLv wiiL pl.vtie shecvng nr t�ponry reoF. lKxy polluc�m o&' �med nrtficn. PL�oe assYh cans a�rocY'clinBmceN4a�Mm�w[Kit6e.ublo 'wiwnize liwT� �/1hp cep aawd arfr:ca�-OW �Ltin W x4i�ni dru�n aaks, w chavxie. Ifpnvemmt �luxL'n�g is wcesaery, o�siu �nda �� n�r �� nNq�.x h,m�,arman ��d 6apou�wu�s. ici� op i�ta � ma omQ,Pm: �eeuxy �, OrcY �lu na amounim.f<eu1 ur l�nmchva�r 7l�ve mviduc un prc.�ct �ufeus, Ux Ny cl^.m�ry mc�hcds rchrncvmnor.�ibin Ifyoumuxt scwatc,usejna au¢L � kecp �he Juscdmvn. ICma anA mamtem dampeoen.O,sk fra7ucmty fnr kakc Plxrc d.mpcl.� mnica rociC or wvcr wiM Wrps n nL+.-ric dis�wg rs�vrod .mnmd Ihr oulu�le uf ihe J�urip.lec 9 plenGc liitu'v rocUiuu��dad w pmenl kakngc of' IiqoiM. ?le.n ckan mrt e d�m�atu by � it do�.n on d�e cons�crion sita JMake s�ne portable Milen ue mamhiaed in gwd warking vrder hv We leas�g �pmry anU ihet a:utes �: an�„��:,r�R�riy. en«k N�i�•�s r�„a �y r 1 �aks- hLlertalGx�ulu LvnAliry JPractice �wrca rcductlon - mimnilze w,ute nhea you order mate[iale O�der OdY Ihe amoim� 1'�+ ne� ro 1'imah thcjob. J W e[xyelxble male[ja1{ whenever pn lile. Am�gc fa yitic-up of recyc7apk meaTiNs socL us tuotrett, upLoh„acr�meml.9oleenrs. Acgrnsua, ckared veg- eteoo, pa� n,cL ant.-ducle mam�m�ca mnrcnal� >�rh as n�: J4 innfru.]t. Uac¢its, -a.�' �ir�s. 171iepoee of aH wuxn and demolitiw debrk p1operlY. nlenycimvn�c�ion matciu:s and wnst.s rnn hc �n}rlcd ialuel'mg �hxmv, u�iar-buved Pvi^u, cchiek Ilwii<, hrokcn ay�6all and cemrct� wond, a�l cl�ured vegela- tix Ma�enah xnd de6ru �A¢t camr. be ea.ycled mun � w�.,u �.� :w aFpr��, � i�u;u �� auv�a �t ,, Iwallo�s u�e, c. Never bmy wnste IDeteria�n oc leare Ibem in Wz strcet or nw: e cceeY o� ssexm bea. Stormwater Pollution Prevention Program Pallution Prevention — It's Part of the Plan It is your responsibility to do the job right! Runot�from streets and other paved areas is a major source of pollurion in local creeks, San Francisco Bay and tbe Paciitc Ocean. Construction activities can directly affect the health of our waters unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and creeks. Following lhese guidelines will ensure your compliance with local stormwater ordinance requirements. Remember, ongoing monitoring and maintenance of installed controls is crucial to proper implementation. Heavy Earth-Moving Roadwork & Paving F resh Concrete Painting 8i Application Equipment �:,tivities ?i +i n ' s Operation Siee plaaai� md peevm6ve vafdda A•:��••••-,•• JAaigu�x a wmpkteiy cmilae�d a� uf Ihe cuv.a.u> IioA 9ile� w'rA avxy 6om.ahaxms or s4Nm dIBiO iukLti, f auic�Jcyu�mmipm4.in�,re(uci'��,auJnnuinc �chicic aud qiripu:cot wimcu�cc. ✓ Miinuin all ve6icb aod Rv.y equip�rnt sspe�ct 6o- yu+nilyfrnnl �rirluks. � r�n�m, ��a�o� ��, Tm��.j�ix � ,:on��e �t ryui�mcnl wsshi�� nff sik I It you musY dnin aM ttp�c mo4coil, rediate cwlm�. or oWv tivids ov sic, nu Sri{, �.�na or Lro7+ cb16� to �n �� pais. c�i�� u a�r� n�. n�rc � sef�+rate amtainns. :nd :ccYcle whmcvapna.ab!e, or a�,�„� or n��ay ,., ��,� w��. I lla cot usa diesrl uil ro IuFnorc o- ckan eGuipmr:u or �. ! Recyck unxl v�e bancn:cf. Clr a� spIDs �mediatey w5� r9ryleppen J Never hus� �own "Jiny" px. �m�m ur impeuurn4lc �aw wbem Duid: havc :pi::.d Uae d.}' ciz�uup'�m:S. odv(at«nb.mrmmaiiel�,�nllutn,nod�erra`s)whenever posmblc. If you �st ose w�3iq use jua enuu�y. In kccp Jx .Lw dowa J$.verp up apilkJ dry c�alai.l> imnr.lixalY. Neva nt- ianFr m'b.ach u,em aw�g" wtNi wafa. � n,�ry �ficm. Llpe yr linlc rarcr ��x p�xsible fia duy mmml. ! Ciren �p spills m� �i6t arrrx by Jig�iup im :md pn�p,.:!y maP��; aCwnr�ivaicJ wi1 J R yorr yipnifiuut vpille v Ilw x�nnpnWe �.pill revpor;sc ap�acia i�edimety. Yai art [eqwred hy law m rep�rt �Osigvncaa�rcleuwoft ad,eemateriJs,iirh�di� dl. io rcpon a mu.4'+W� ihe foiloaaos•3•'�-;ce: �7 nlxi 3:: ofy-w: Ic;.;l :.ca{, , C}'tts}vrst-,�nha, '7l'a:l ihe Gov�uir's Otficr uFEvxrryen y Smicee Wiuvinq Ccntcr.lkOfl)A53= 55o(23lunat) ��-_�� c � r�� ..N'�.,. �. . �� tUe+�rlopaallmVtemmterosim.'sni�enccoarml➢Iansf�x roadv.-ay ��anlni ents. J SchcdulC.xcaration m�d �adiny w'ak frn fiy waihc.. Durirtg C',oawuctlon J CM..k utl up�i�mv� fimi«kx end rePair I-ak:ng cquipmcni ./R.c�nuvcatis�ogvegeemwuNJ'whmahtolWeh�naxs- P��Y' �, �Paf umajormamrenanre.�e7rnns.v�dn�%.�inR�uR�� '" meot an�ay bom� wnrwcvon yrtc. �Sa:dorPWrtrrmp ry•�c�,:rarionferemsi�wntrol� JWl�rnrefi.�dmg vefiiclac�ripnrnfmvnernuaemu,ube slopzsarwterecimstrucCavisno[i�a3iaul��pla�nod co�ewsite.<ksi;un�cacumpleWywv�aine�lnmxvn)• Uo:n s�om� :4aiac �d rsc ts. !i ewa.y downdope drninage crnu�m, meany and sw'm ! 7b nM use Ji.set o� fo lubucate or denn a1uqunart or drainn��vi��ireybalev,tu.qioraydrain,�gex�vakv,aill �'9. Lmcey h�ms nr.�mn dr�in inkt fifrcrs. J Rr..�yc3a vaed oil, bauari�;, mucre�e, broknn :nphalt, �vc ahe�+crrae 31e. JUw ctwek Ee.ne or direhea m Ai.m roroft'nn.vn.J eara.�n- J Tnin empkrvn.i in �ning �hr.ceheat manarenicm �racrias no�u �nd graAcd utas. Umin� Cmstrutim � r�.«.a�� n «..�;mi H;rn �„Kn ti� «� n.a�e P,��s:�a,z,� u,��c � w�,.�unM. o�,� �e �l� �� u frxd.�s�d MIDcc lnah pev�cut will Ma tiuic ro curt. J CovQ wd seN ecC6 basms and m�Loles u-h.v +ry+F17'eK ! Yropuly rmnimr m� mainr'n �ll rwion aod sedimw� � CO''4'�"`�' � fog ae.il, e�c. ��L ! Ux cMcl damR dirChc+, or M+mv w cfhM mm�liwmmA �.�svatiom. ! P�qrrty repon fnllwu of u.ocinn nnE sedimeut coovds '� Vn�m.-+iah exe.ss mn�erial Gcmi ezx+o�M- ageregam cnr. a�helcral�ormw..�sunbriry. ,mc �tinr.dmilaroeannrn�vimaaurasors�nnndryr�(nl- locl anL rocycle. N duyose 10 dirt azea. ! Co�c smclTil« ana otna �un.gnmon mmenn�s v+ith Gmma! Bosnm Prx(ic�n Flaclic 1upn, PnMecl Fnw ctiofall nndPmcntmruffuiln JSc�bttlukcxuualinn anJ grading weh fnr dry w.�x�h.x �'�� '� � P��c stitSs uod bcn�. � Ceich ciriFs so.� qnna v.'iQi d�iP �ac or aAscrbmt manxinl lPir£nm uc,N�rwuipmem rqvin auay lian [he jN� siie. (�Io+.L, ngs, ea.)pl;uN imikr mactune whm nai in ux. I Cican � cll milk aM Icnks u.dng'd[y" mclhak (wuh �/R'hmrcfi�clmµmxhmv�bklquipm:mroeinbcnrerm�w xhanrFcmmrtcri.ils4ngs).mdigupamlremn�econfemi- aedoneo�W�e.w�i.-icwi�hinacnmPicm}yi„xrtn:lareirnay ^°�nIW�iL 5om nmm �aios. J CuDa:t vrd rccycic w apprcq,ru�dv di puYe uf evaa+: a1s.�i�2 qravcl � send. IDn nutmx dieul oil ro Wlaicah orctc,vu c4�oPm�'� �➢�% J.lverid o�er-app}iuiticxi ty wa�er t�uck; C hust cwao!. ,', ��' A �� .� �/' �•%�,� � ��I `�`��. �" � t.�ll�� %./ V :j ��_,� :��w: �i ` � Oraaal B�wiue� P+a:tltts I BoLh at ycur yard aad ihc � struction dt� ahvan nnre WN d[Y �d a'M vmt�iak unAcr mvtt, (rrot¢iM liom �vu6R md rew� Pmwcc d`p �nnals E�wiod ✓ Savre bogc of a�m.v1 nitec tLey ue oprn. lie sare b kxp win�Sbwu cemrnt puwdzr awry� fnw ,pvte�s. srorm �hams, rnrtNvl� avd mnnff. � w�n w� 000.o�ex �«., owr ��t�.Ma K��.n-«n ss myinv��nrtix6ttethewahra-ill0ow'mt couhi�:nt ��k nr �mur dut Let cemcrrte hu�kn and diyio�e �f aR p'baFe. Rheuevei yosnGk, iecyck wa.�oul by pinnping back iaio mi.ers for mun. Nava diepose of wa�hwt ialo We strae4 eiorm �ams, Jnimgc ditc6ee, or atrems. IhufaB Coeaam:Noa � uant mu �p :�w.-�:rcsn �o�� m�a�,e�o xoo avi use in u dry. J Crr iiF a�ul �rzmr, muil micm nn :nmv m h,�vy Clpvic mm, ,�i�,u,�. J When clrnning �q� ai� drireway orddexn@ consvurioa, - wush fioes aato du� a�nv, wt dawn tLn �trivcway e i¢lo rhe so-eet or stc�em Nam J Prc.�rm agqrEek v�ash GG� dri�'cway: Fntio <omvwxion fram curcrinK �*io d�inc Ilo<t agmeeztcwas6 rnno din e.ra, and .-ys:fa mto dirt. �/ Place lur bai�e or oih.r crasion rouwls dmvn�Wp� w capnue runnlf rarrymg maru or amrntb.:f.m it rnchca tLe smnu drsm. Haadliqq P�t Prodxm � KaP nll ]Iq�dd Point Ptoduefa an0. wufes awq f � B�tt�G �, md am� d�am�. L"qad revdaes Som fun��s.tl+inners,wlvmn'.k'�ax.�7�lr�g0ued ae h+� •duu w�s avd must h diryased of ar a h�rz�lous vr tewBc�nnScilit}(un�ac�yoiviralumnwa�cr pn,� n). :�� :. �� . �-� �_ . 1 1 � � � . 1 ' 1 . Y � I � ��L,F�.� �} � 1 f �� ` ��►�r_� t�� / Prnta;t �tocl7iilcs vw�! hrdsuPing vvN�ial; fmm wi�xl :u�d �:•, by smrivg �hcw un8c� �arps or euAuM plsnic c6n:cuig J SW ce peslici�s, f¢lil'v�ss, �md oihu chemuJa mJuus w � e saa � Mag� �n�n. P�inNnB dcu� 1 NevQ cle.m bmaLn m rinse yain[ wetaivars ivb a J SctK<lule gmdfng and exravylon p jew for dry wu�her. rittef. gutx5 ato+m ��, or stiem. J Dse t.wyror.vy rtxk d.mr. m �I'richa in S.rn `un�ff away. J Fn wattr-haaod pai.n�s. Fxint oi�l bnuhcs io �hc c��em 6om cNrm Noinf. pos ble. Rinx �o hc wuiw.y .i,vcr on� �w Lrvc yainal pemdscierodommeloealw ar+�aruveimientauilwriq•. lNuttxiwv�ndrainink+swir�M1aY��,�•,fihcy:w Nevtt pompuitrt Mmn a�am. or ulh+r idet prtrkc�ion mpaw�9. fi6tth (or wll and pooded qmoads�tct (h4 mry be aoe- A�pd°7fK.'oncret R�ovil Ismina�ed ✓.4�vid ¢reliuy encesx Jurl x W:u bi vilciw uspGal� ur con- .� Whrn b+�akiu� u0 VuvinR, be s�ue fo PicS uP all eLe ��ces IfauYOfWerc�rocJili;mv,vedKcrval,trvliorcm�ta�unwtiw J!tiftttbiakingu�oldpavem�thcsu[eru.emovca� '�°a��P�y. avdconmatlroR�onalNaarQuaiiryC.ttolFr,iM: �hunkvnoLPiec�franthesi�_ I HecYele Iu�6e chud:a oi kokcu com�rele u a l+^Af.11 • Lfm�wml wit Wnditiona, Jieeulo.rolion, nr exlor '� ��'wr� �W Peventwl dor5 nnl wme iu wnmd wiU wiuCuLLirnuwt7. D�spaa yyconcrot4 Juou4 • Admdcocd wd� o�u�nd Ianks ! Proieul n-mM �nn drniu iuleis C�u'ing �n.v-suttin¢. $In�.�el ! e o( sumll amown.v o[ ra�vsv • A6�mMecA wclic nd mo+rar i¢ the k s6. • HunM hv.el; debns. m vast �at� ��' d�Posi¢ eW rema�s 6um �ue sm' e� J Ncver Wry wlid rn hazurium ws,te muLn'd. J NcnT huse dowc s�.w ro ck�an up trn�tCu din. Uw Ary ' sw�n met6aJs. Storm drain polluters may be liable for �i�aes of up to �25,000 per day! I iar o�-dettd painn, paiw rnrt n sh`s m ihe rnc�� r,n,c J W.�cy�tioo in an ueelkm (ecw of erosioo eonvol for �ibWwKlclunuilhUtiunctrtwlvrutu�apNperum�� . artydrc. Filmr nnA ranc �hfnntic av1 miwuin. �ie{+ose fc � Ipuidaandrcsidueasl,.,..n.. ��,a�. Laadre�pieyGurkaA6aiakwuce 1t ! Lse tq C�'czles nnd foliw� 4�Ix1 JimclMns. Rmm cw. PSia( Iomo�'al Luvc`a :wd uw n�e�arer as pmJncc lli.�: of �mmi J Paint chipa anA dusl Gmm �o¢-La�udou� dry sfrippi� �rnnainm in ��c o.li end naal biuti� m+y M.wqw n� �x a.ikucd in pinyric Jrtrp clolhs a,d disrosed uCas tritu. J U�cpose oi wuud pemtide4 ss huaideua �vaAe. J Ch�id pnint s�ripp:us `cvdue anG chi�w, .md dua ! Collea lawn audR�mcliopiryp, Dn�uin¢ w:uia, and �R I'ruu� maioe P�u or P+mu oonnmuig lead m hibvtyl mmu�ings. ehip i! v�nxary. �d wmposi. ri¢ mua ba di�pm.M n( ss ha�a`da,n wuYcs. ✓ Do mt pla« yard nask in yu.Kms Iu ummuciux wic6 t�t'Lens:.,,n:uRu:c��y;uigbui:E:❑ces�.:ordwimWgr.- c,unveevnrexas�e:mctm;.�c:•cc�„m�a�av"m�+�^. pasun w�xnT, bbck uxm �ams. R'rah v.aicr on[o a un w�as� fvrpidup u� a��waM Ings a; conmincrs. Or, u�kc . a aud q�.jde �nm soil. (k, chect mnn �he Iocni wurarrer �o a lundfill J�a[ mmfwas yard wacle. erenncm au�M��ry u� ��nd mu ifyou c:w¢ colluc (mvp �a uw�n) tndlding �I.-aning urkr ani d Wpx w �M caniur ✓ Do mt blov m nke Im+eo, ete. Unn the ctrat. sewer. campling of ihe w:irer m.y�!,c rap.:c.r! ro nruxt tfio wucea�atectrwuuentau�rirymmakmai�ada;ie�i�n. PooUFomnm/9paMuntcwutt JNNttdtsch:.n,e ��orsalxl�M��.^, +.-_[!exv.'.^.'et�•r If y�iuueleAor¢rpai�w8�wapoeyNa ue.mdrain. 1 J N,zvcle ur dlxpov,; otcaa;+„,,,eterbexd peint nt e DouseMld harlydous wunc mliu:riou fa<iiiq�, or ur.�• up. J\Vhrn emptyiug a peol or spy 1 K cukmm< Asswpale for 5 lu W1un Wey a�e ihorouFhlY E�'. amp�y psiw c�na. uneJ 7 deyR.'lhrn srycie wno by �a�ug i� yradidb uaw . b ehec [ai6. aM Arop clmhs msy hc dispixed nf ax �s- L+o[bG:rycd sea, nr �ain tbe decWorin2kd wsler te a stw� bage m a ranitaty L�C�I. drein A Keuee iel'aver oil-Fr.scd yaint Diyxiu� af �nc<ss Iiqui�L I CTlorma[ed wafer nuy be w dia:hrcyc� to 3e sffituy .cc!u; :� elud6�e, -s L�..�i..... a.,._. .:r (ifctlax�cd by t6c loe•1 w�=y,�c I... a1rrM cLhm�ty) h�., nmviog shosc ro s uaLLry sint or seaer pipc cimnvu�;unc- J Sma11 yuapliry Kcv.:mlmu ilurdc v'o.tk wi1611u: San Maleti Qou Counryi u.mmrnta111ealthDrvzsun�egudmgrccycling cs haucdovs wsste aisposal . � u��,n,,,a �, �f( p,;m �y � .FIC � x.m,�„�a fi mc pvnc �r�x. CheJ w i�h �he e�n4rr ny,vcL'ng i�s "by" tmcl"potioy. �>!��(I' ! Do not use copper-hued ilgaev�ee Conrtd al�e .�ith chkxwc o� ofier al �malivu n�nmrs-6uu�d �+v�,i chcnti- cnLa Coppm h hnffifiil m nqonfia lifo and cmnnt be �P��Y Rmoved by ihe sewage tream�eat DLaW. ��4EY G ! Na JIdlE' Ep. I2-J1-10 �. � o C7 �' _� �� W3, �� 3'm ¢ _�� .� "' �� 5 q�� w o L�J � rvi`. � x � w�z� zzo� �S] � i"'� a �,�� o� w (]�,y t..) � � � � W � W � � 1� � � i �' r-y � � F+r � � � � I--i W � w r•�-y � � � h� r�-r /-� � � O � � CIN SUBMITTAL - 02/1]/09 aEwsioNs er JOB NO: 208020] DATE: ?-11-09 SCALE: AS NOIEI �ESIGN BY: 34 SNE�T NO- PRELIMINARY NOT SW_� FOR CONS7RUCTION ;, oF �, S��n RIPARIAN ON SITE, NIG FLOODPLAIN , �,ur�w.l Fnrz ��-- DR4INAG GHANNEL J Q 3 W � Z O u Z s X w � `-EXIStING PARKING 1� LOT, SCD � �,,_m,� i5' -�„ �a, � 1 1 1� �� f. �� . �� /��, �� 1' S 4, "f �� •� �.�� . 4�� NM1 � �� .•O.<. :�� PROPERTY LINE GHAINLINK FENCE TIE NEW FENGE INTO EXISTING FENCE AT GOf2�lER RIPARIAN FLOODPLAIN BOIMDARY FENGE PARKING LO?. SGD ON 91TE, NIG ^,1F1011N FOR CGNI'EJCT� \� � ��}:::.�:::.-:: ::.�.':�:. i� �.:� f'/A. '.:' � � ; � AREA DR41N, SGD �'. � '.'. AGCESS GA7E � _ ;.,�_,- I i� i � � 5'-m1 � I � ___---- /� -? ---�-- � NEW �GULVERT, SGD � � / � �. PARTIALLY DISTLRBED AREA AT CULVERT CONSTF3ICTION TO BE MONITOIZD FOR CATTAIL GROWTH AND RE-cSTABLISHMENT. RIPARIAN FLOODPLAIN FENGE ON BRIDGE END NEW FENGE AT EXISTING CONCRETE WALL.PROVIDE CONTINUOUS GFJANNEL AITAGNI'1ENT. NO GAPS BE i WEEN FENCE AND WALL ALLOWED. � � � PROPERTY LINE _fE) CHAINLINK FENCE _ TIE NEW FENGE INTO EXISTING FENCE AT COf'J�IER ��''�AN LN BITc, NIC FLIXJDPLAM � CULvERT LANDSGAPE PLAN �Y ��P I/16��_��_�� PLANt SGNEDULE ettno� xmnric Nare carxM wrE ag erecrzG av mir w�o�e ea�� rs�naace Rn1RJG RarRG H�1 F�E GRA55 p�: FREE BLEND BT 50� 3�s � _ N/A SHO�fI FOR CaVTEM �ELTA BW=GRA99 AiIVE PLANi n1X FO'�i 4AiIVE PLdNi nlx FOR U�'��?t�OrRLR4 4F�A� PLMllJFdIFAL AREG: PIaYT IN A 4AND0.'I s� oa+r�:a c.n:.ir-oraicn is+. cxiww.ia on-�cuss P�� e wcues i�s Parrerw ro pzaio-E a s9iUCd FN5RNF£SitIC4 ISx F�p FE9UIE/IDAHOE PUIG 6 M0.'ES '935 'NANRAL" HnBITAT. IDA46= 515 �9G1E TUERE 9'�lWLD BE NO ISR BRq'NS C41F01� IICl15 CALIFOFNI4 Bf 'IE PLIG CMc9 1915 pp� pF p�,yRg, ft ELtt'.�15 CiGUG15 ISz B! �E WIL�T"E PLJG 6 IVGtiE9 �ypp�,t,p� y,ip�R FpR 0x WJ4"'M'JS C41F7f�YIG:S 6 c5FEc3Ef i I G4 - E9TABLI9HMETT CNLY. 9AC'CH4RI3 G4�WR�ICA 5x COrO� Bfd�S! I G4L 6 MCHES 'B6 � .a,¢INDELIA uIR&IRLA 10fi, HqIRY Bl➢'tP:AYT I G4L 6 RLHES 36 �1 1'Al'�LL4 NIRN�ITIGOJ9 Sx STICKr t'tONKET FLW.£R I G.4 6 MGHE9 �B L � 541x Ld510LEP615 dPoxpll WL�OW I G4 36 INCNES 36 WATER-USE RATINCs LECzEND W6TER 115c GLd551FIGATION OF LdNpSCAPE SPECIES 9r VNIVEFt51TY LF G.4_IFOFAIIA COOPERATIVE EMENSION, GGLIFOR�I<DE?ARTFIENT OF RESOIIRGES, lJ5 B�Jf�AIJ Gf rzEGLCI'IATION, P1Y�15T ]000. H HIGN H MODERATE L LOW vL vERY LOW 'R NOT W.TED F2fND 4 •OR� LF � i R NFED9 FRP'I� PLANiS n� La_NQSGAPi51Q.R�r"J��,ft-DftLGL2LL�LE SAN FRM'CISCO BAY REGIGN�. BY EASi BAY MIMIGIPAL IJTILI iY DISTRIGT, 1004 N9W NO SLL'T'tER WATER oW OGGFSiONAL WATER W 1'IODER4T WATER NR NOT RGiEp Y u� I II II li��" �� II 0 LCN (3• DEPfN) CQIPOST NIGH EARrII 9N10ER � R�tBALL WITH T�1-�I,.�-GOH�AMERf�TKNED I I -- -SET I' ABO�£ --' FMISHGRlDE �� , �,��;_ _.��ar�r+om ea�iLL. ,... �.riii= sEE sf=Ec9 iTd1.9B FC TEN91Qi - W!� EHD n. nnr L4TCH Fd FCIdC Cdl GOAgR ELBOL ow+nr�+rn� TOPB HOCK BOIT NDIE: lGdtE �o BE LLnCnBLE LDIX T*PE TBD. !WT O[.�f! PLW LANDSGAPE NOTES I. PLANT YIATERIAL LCGATIQJ9 9HOUN ARE DICGRM'AYATIG AND HAT BE SIIBJECT t0 CNMYaE IN THE FIELD BT iHE LbNDSCAPE 4RGHITEC7. 1. THE LMIDSGAPE GONTIiAGTOR 9NALL VERIFY THE LOGATIQJ OF UNDE�RDVJD UTILITIE9 6ND BRIK3 dNY COI�FLIGT9 WITH PLlW? F14TERIAL LOGATIONS TO iHE AT'fENT10N Lf THE Ld1JD5CAPE ARGHITECT FOR A DECI910N BEFOf� PROGEEDIrG WITH THE IWFdC 3. BiAGM6 Af�44 qND ACCE59 lLJUiES i0 iHE IUxdC dREA WILL BE DELINEATED M'D INBPECT BY THE Pfd7JEGT BIOL0.+18T PRIOR TO ESTABLI41-A"IENT. AREAS LF BAf� °AIL BILL BE PLlWTED AS 90q� A9 Fp91BLE AFTER W�fdC HA9 CE45ED AND PRIOi TO TNE ONSET OF TNE RAMT 9EA9RJ. 4. PLMJT9 9NALL BE 90UJD, FlEALTHT l+ND vlGOfm119, IL�LL BRINGHED AND DENBELY FOLIATED LLHEN IN LECF. TNEY SNALL BE R�EE Gf D�SEASE, INSEG? PE9T9, EGG.9 012 LAVAE. THEY 3HALL HAVE HEALTHT, LLELL-DEVELOPED RGdT STSTEHS. PLANiS SNALL BE FI�E F42R'i PHT8ICAL DN'1lY�E OR ADVER9E CdJDITILfJ9 ILNIGH ILCl1LD Pf�VENT TWR�NKi C�UnN. 5. PRIq2 TO IN9TALLATICN' THE GONTRAGTOFt 9HALL SUBMIT TO THE LANDSCAPE ARGHITEGT PLO COPIE9 OF HNJIFAG7llf�R5LITER4ILRE ANO LABORATORT M1ALttIGAL DATA FOR THE FOLLOWMG ITEM9, PLLL9 SA11Pl.E9 AS MDIGATED: I. FNLCAI: LNE (1) PINT 9C7�A'E ]. PLdNT HATERIAL ING.UDII�Yi SGURGE, 91ZE M'D LaJALITY 6. PL4NT RD'JTBALL� OFTER REi'10YII�L^. PLANT FR:M GGNTAMEf� 9GARIFT THE 91DE9 CF7HE R�OTH4LL TO 4 DEPfN Gf i It1 AT FOIlR TO 91X ELb1ALLT-SPAGEO LOGATION9 AROIAJD TNE PERIMETER OF THE BALL. GUT FJJD REHOVE CIRGLIlY RODT9 OVER 3/B IN. DIGI�FTER l. BACIffILLRJG: 119E BACIffILL MIx TO BACIffILL PLMIT PITS. BR4GE EAGH PLANt PLUMB ANDRIGIDLY M POSITIpJ tAlTIL PLMliI1�G 9pIL HA9 BEEN TMIPEp 90LIDLY AR'�IND THE BALL MID ROOT9. LLHEN PLMITING PIT9 H4VE BEE BACI�ILLED APPfd7xIHA1ELY ]/3 FULL, WA1ERfHOROUGHLI' NJD SANR4TE FY'bTBALL. BEFOf� IN9TALLMC+ �YIAINDER OF THE BAC#ILL MIX TOTOP GfF PIT, ELIMINATIKi ALL AIR POCKETS. B. ALL PLFIITRG A�A9 3HALL BE TOP-DRE99ED WITH A 3" LATER OF O!3`i41JIC MJLGH. I'NLGH TYPE TO BE BHALL FIR BAPoC AVAILABLE AT LttYSO G4RDEN PRODUCT9. 9UBHIT BN'IPLE TO Ld�D9G4PE d�NiTECT FOR APPROVAL PRIOR TO O�ERMC 9 OA' dNIG NEF�IGIDE9 MID MTEGR4IED PEST HANKaEHENT ARE fEGOHI'IENDED TO II'IPPo�vE NCaGR AND HEALTH OF LMlD9GAP£ NJD F'EDUGE l➢dJECE°v9ARY OPER4TIqJ9. 10. GLEAft ALL PLANTMG Af�AS Gf STONEB I IN. OIMtETER PIJD LAfC.ElZ LLEED9, DEBRIB AND OTNER EJRRANEOU9 HATERI4LS PRIOR TO PLANTMC IL THE CGNTRACTOR 9HALL OBTAIN M!D PAY FOR M1T AND ALL PEp�IIT9 lYJD ALL IK9PEGTIGN.9 A9 f�GUIf�ED. I2. AT BEGiMIING OF H4INTENM�GE PERIOD, v191T M!D WALK THE 91TE WITH THE OWJER M!D LAIJDSGAPE ARGHIiECT TO CLARIFI' 3COPE OF u1:JfdC MID WDEfLiilJJD EXISTIIJ's PROJECi/91tE CGNDITIGN9. A HINIIN'I Gf 3 v131T9 FOR HOWIN'.x, HERVIGIDE MID H.NJD CGNTp7L WITHM THE FIR3T TEAR 19 REGn111�D FOR 31!CGE89R1L ESTABLI9FRtENT. i3. GON7RAGiOR 51-IOULD BE ABLE i0 IDENTIFT A NATIVE PLMITMG9/9EEDLING9 FRQ-I IIEED9. 14. PEF�OFa'1 ALL MAINTENMICE DIIRMC+ HC11R9 MUNALLT PGREEp I1PLN BETLLEEN dWER M'p CONTRlrGTOR 15. FOR ADDITIONAL NOTE9 LN MAINTENNJGE PERIOD, 9EE dJ-91tE PEp-fIT SET DATED DEGEHBER I, 7Z�9B. -zx rmolsau worN� "- �•^�- �SNRUB a CsRASS PLAN7ING ORIPARIAN FLOODPLAIN CaATE G Krs. 3/8��_�,_m�� TEl�3'IIN/ L Ft�9T BT�T4JER BAR 3R R1 DIA Tfd194 R�D HQ.'K Bd 1 �� %� tor w4i� tOP R41L TIE WIfEO AT �T 1�• @liER9. TIE WIES At r� vi��z "P n• carew. FABWGTO FILtERFABRIG TTP_ � ~� �~�E �oN BLUiH WfE9 11 oG FyEyATIGN � LNLY �LREFtlBT RAIL NOTE} �� L THE FENCRYs S141LL BE 9 GYs fETJCE FABRIC. � ST.N�Af� )-RGH CNAM LINK Dldfiq0 FE9H �Y�-J�..`. LLITJ VMY BLAT9. x. vnJn. co�arz ro ee a�,eac �a� � 3. PLL P09TB AFE 0'-6' ttPIGAL. ;i�n�yXi �+ 4. FILiER FABRIG M P�Nf1ED lJ�A n`�i1 9@D695.9990 �ucr, rnw,� �c,m N oa sm ;;-Y;�; �- Noree �) 4 � g�y FILTER F.IBRIG 6' MTO 901L �.YhY . 3. 6T.4� FIL7ER FABRIG WiN Y1�ODETI � T i' % 1' ST.N�B E�ERY 3'. BIIRY BTdKEB 4 � �' HMR�V� OF Q•. ''�'� 3. ATfACN FILiER FABRIL TO 9TAK9 WITH STAPLEB -II��-II��- Blhit' FILIER LONGfEIE FABRIC b' IMO BOIL FENCE ELEVATION �RIiaARIA,Td FLC?CJL?PLAIN FENGE IN PL�9NTINC� _ 3/8"= I'-0" 49PNdLT DPoVEW4T, ..a �4.i t..� g �+� ` - �� AR 2 5 2(� �� 3� �n��NG� ' .... �� JC FENGE P09T �crv� Fosr os �E.1JuleJ.L. °.�D :� CHAId�EL �� WAGNER ��C1� T E C�111j �e_a o ir� I e�� . �. �. �a �VIa G �� s�)lqA�1.Cq IAwao4 �lOfq PIeMVTs .II�ILQ-010.1 A P DW ♦aPiLPHaI`unoEilc� RKS.^VpNG 4p� � 1� �� A �y �Y ^ U �� WT^ Vl � � � V � � O O � � � U a U ��/ � lil � W � � �t � a�� b U�a LANDSGAPE PLAN V' I"-'_i I � ��F � _i ��1 GFNrc ac �,(21PARIAN FLOODPLAIN FENCE ON E3�IUCzE L1.� ��'� `�'-D�� - NOT FOR GGNSTRJCiION RIPARIFN ON SITE, NIG FLOODPLAIN , �p� FpR � 15' -��-�y. �� i i i si--i--i--�r� �rr�-r� im �� , 4i � I � - DRA INAGE -� GNANNEL . /� i G: i �� i j�i i , �;ii �% � i/ ��i�ii: ==: dJ SITE, NIG SFK)IIN FOR CON7EX'f ��\ �y Q W � z 0 u � X w �`— EXISTING - PARKINCs \\ --- --- .- LO7, 5CD 1 N=W �I cu�veRT, ; SCD I �!iii. PARKINCs LOT,SGD � . - r . �� . SYMBOL MODEL Nl1MBER DESGRIPTION P51 GPM MAX. MAX. CAT. R4DIU5 SPAGING PREGIP �� S102-f1aC-COH-13P-0FNP TOR7 POP-l1P 9Nrd1B 9PRAT 30 E3.44]i 8' �' I.15 G FGH-H TOfd7 RI15H VALVE B P-370 9ERIE9 TORO RET'101E CONTROL vALVE 9 DZK-l09-I"-t'1F TOR� DRIP ZONE KIT • 33DNP R4M BIi� L1IJICK CGIJPLING VALVE A-I �'�7TROLLER AND BTATION NIPtBER I` 15 4PPR�XIHATE GALLGN9 PER 11MIJiE REHOTE GCNTROL VALVE SIZE HAIN LME: 1130-9GNEDIILE 40 PVG 90LVENT uELD PIPE WITN 9GNEDULE 40 PVG SOLVENi LLELD FITTRI9. IB° CAVER LATERAL LINE: 1179-700 p31 PVC SOLVENT LLELD PIPE WItN SGHEDt1LE 40 PVG 90LVENT LLELD FITfM'.�3. i7" GOVER _______—______________________ _ ______________________ 9LEEVE (BLk 1130-790 P91 PK PLA4TIG PIPE. Y4" GOVER IRRICsATION NOTES L VALVE A-B 19 FOR I�dtIGATIGN M THE IIPLAND/RI1R?1_ N2EA CND 19 GOW�EGTED TO THE HAIN GRJTRbLLER OF TNE ONSITE ARE,4 qFfER PLANT i`14TERIAL IS ESTABLISHED, TNE VALVE IS TO BE TIJR:ED GFF AT iHE CGNT1a7LLER 7. SEE PETER PMI BI"IW PER-lli SET DATED I]/01/0B FOR COHPLE7E IRRKaATIGN PLAN, N07E8 M!D GALGJLATIGNS. 3. PLAN9 ARE DIAGRdrR'IATIG. IN4TALL IA2IGATIQJ LINE A� GQ�IPGNETfT9 PER MMll1FAGTU�R'9 INSTN1CiiLN9. 4. PLACE FLI19N VALVE9 AT THE END9 OF LATERQL LMEB. 5. 4LL IIa21G4TICN GOI-IPLNENT9 IHEAD9, VALYES, CONT7mLLER9, ETG 9HOIIN ARE DIAGRMIATIC. PLACE WITHIN GOWg9PONDING PLANiMG Af�AS. 6. IF DI9GREPMIGE9 Ex19T IN PLdN CONTACT LlWD9GAFE Afd'�HITEGT PRIOR TO IN9TALLATICTL �. IR21GAilON 9LEEVE9 A� DIFL.R.4FR'IATIG4LLY 9HOUN MID ARE i0 BE (',ONTIWlOI1S. GOD�INATE WITH GILVERT BR�PaE CONBTRi1CTION. WAGNER �R L1� T E C yH�� p'F2 0 ma ar o.�e. w.. as. im r ��.aeo�o ir+ ww� x �.a m m�e Ra�yts .Ry21!-0IN A P DW �.s..o,.,� . � �,.:,.v� a' �j-� 11 �� A � �M F�+�1 w � � aa rW� V1 r �/� 1"�I z � � �o 0 0 x � U � U [-� u � � W°° � p '�, F. 1—� � 0.1 ab U�°, 0.�i , IRRIGATION PLAN NOTE: EVENLY COAT MEfAL FITTINGS E%POSEO TO SOIL PNO CONCRETE WITH 3M SGOTGHRAP FIGE PRIMER ANO THEN WRAP WITH 3M SGOTCHRAP NO. 51 BLACK TAPE (3/d' OVERIAP). REDIICEDPRE55UREBACKFLOW t 1IY GALV. IRON � PREVENTION ASSEMBLV FITTINGS (AS c� REQUIRED) �� ry � 1 1/2' G4lV. iRON I I t2' iiN. I I r FINISH GRADE FITTINGS (AS � ".. :CONCREfE PAD'.: : �' ' ��" I I � � .I ....... WC MAINLINE � CONCRETE BLOCK �� WG SCH� FROMP.00. SURROUNOINGPIPE MPIEADAPTER ,� REDUCED PRESSURE BACKFLOW ASSEMBLY NOT TO SGALE NOTE FLOW SENSOR MUST BE INSTALIE� WITM INSEftT OP) VEHTICAL ANO BODY (TEE) POSITIONEO HORIZON �LLY. f120 GAUGE DIRECT BURWL SENSOR GBLE, PROVIDE 36' EXIRA CPBLE. (MUST BE RIIN IN t' CON�UIT FROM SENSOR TD CONTROLLER) 14' x 19' VALVE BOX WRH BOLT � (' WATERPPOOF CONNECTIONS'NOTE POIARITV pOWN LID DN SENSOR TO SENSOR CABLE HOOKIIP FINISH GRAOE 1 0' INTIRF MEAS —� r 1' IN SNRUB AREAS FLOWSENSOR " 6'MiN. �� PVC MAINLINE FROM BRICH SUPPORTS MASTEft VALVE (J TOTAL) (IIPSTREAM) MAIE AOAPiE FLOW — FLOW 18' � MIN. UPSTAEMI � DOWNSTREAM �ISTPNCE OISTANCE = 10 TIMES _ 5 T1ME5 FLOW FLOW SENSOR SIZE SENSOR SIZE scH. eo wc aeo. scn. ea wc COUPLINGLOCATED NI{WL AT MASTER VALVE SCH BO FLL (2 TOTAI� B' DEEP 3l4 PEAGRAVELSUMP PVCMAINLINETOSYSTEM %� FLOW SENSOR INSTAILATION DETAIL � NOT TO SCALE $TEP 1: STRIP WIRES 1l2" FROM EN�S. � STEP 2: APPLY SCOTCHLOK Y SPRING � CONNECTOR IN A CLOCKW ISE OIRECTION. STEP 3: INSERT SPLICE TO BOTTOM OF GEL-FlLLE� T119E. CHECK TO M41(E SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT BOTTOM OF TUBE. STEP 4: POSITION WIRES IN WIRE CHr1NNEl5 NN� CLOSE INSULATOR TUBE COVER. NOTE: MA%IMUM WIRE SIZES PER GONNECTOR ARE THREE k 14'S OR TNO #13'S. �1 WIRE CONNECTION DETAIL � NOT TO SCFLE O�OSO li�l�=-1I� I � LEGENO �� SI�EVItVI 1.METAL BACKFLOW ENCLOSURE. S.MAIN�INE TO VALVES. 2.BACKROWPREVENTER 6.MAINLINEFROMPOII�ROF CONNECTON OR WATER MEfER 3.HOL0 DOWN ASSEMBLV (iYPICAL). � FINISH GRqpE. 4.POURE� CONCREfE BASE. - 6' MINIMUMTHICKNESS-E%iEND4' B.SIIPPORiROD(TYPICAL�. eEVOND OUTSIpE D�MENSIONS OF ENCLOSURE. �� U-SHAPE BACKFLOW ENCLOSURE ` L / NOT TO SCALE � 2 1Id' K 2 3/4' ID TAG - WIRE CONNECTORS J&INCM LINEAR LENGTH — OF 21 VOLT WIRE, COILEO FINISH GRAOE � LINE 10' R 19" VP1VE dOX. ONE REMOTE 0' IN TURF AREA CONTROL VALVE PEH I �• IN SHRUH� BO%.� GROUNOCOVERARFA —CONTROL VALVE SCM BO P/C NIPPLE (2) LENGTH AS REOUIftEO — WC MAINLINE �—SCH BO WC NIPPIE LOWERUTEHPL 4'MINDEPRI (21NGH,HIDOEN) uNe wiTM scH oF'E^ c"^`� ANo SCN aa wc Eu 60 PJC <5 ELLS (NO SOIL IN SCH 40 PVG TEE OR ELl VILLVE BOX) �� REMOTE CONTROL VALVE l U` NOT TO SCALE � 10'ROUND �qy�8'RELTANGUUR 13'z20'OR VALVEBOX� yq�VEBOX --__URGERVALVE BO% ir ir ir MIN. MIN. MIN. = 12' -- — ' -"- ____ MIN. _'_ __' __' "" 12'MIN. 12'MIN, �w� O: IhWN. Wi�Li:. F'cNC'c. Clii3a. e iG. — TOP VIEW NOTES' 1. CENTER BOX OVER VA�VE TO FACILIiATE SERVICING VALVE. 2. SET BOSES 1' ABOVE FINISN GRAOE OR MtILCH COVEH IN GROIIND COVEWSHRUB ARFA AND FLUSH WITN FINISH GRADE IN TU0.F RREA. 3. SEi Vl.LVE 201: ASSEMBIY iN GROUNp CO'fRISHRUB FREh WH'eRc POSSIBLE INSTALL IN IAWN AREA ONLY IF GftOUND COVE(LSHRUB ARFA DOES NOT E%IST A0.IACENi TO LAWN. 4 SEf 00XE5 PPAALLEL TO EACH OTHFR AND PERPENDICULAft TO EpGE. 5. AVOID HEAVIIV COMPACTING SOIL ARDUND VALVE BO%EOGES TD �ftEVENT COLLAPSE NJO �EFORMATION OF VALVE 80%SIDES. 6. VALVE BO%ES SHALL HAVE BOLT DOWN LIDS WITH 60LTS IN5IALLEU. ]. VALVE 90%ES SHALL 9E BY CARSON, N�S, OR EOUAL. 1� VALVE BOX INSTALLATION DETAIL �� NOT TO SCALE WIRELE55 RAIN SENSOR ADJUSTABLE MOUNTNG BRACI�T MOLINT SENSOR ANTENNA yEqiiCJLL�Y. AVOID PIACEMEM UNOER EVE OR T}tEE CANOPY. �OCATE WITHIN 3W FEEf OF SENSOft RECENER ANO CONTROLLER %1 WIRELESS RAIN SENSOR INSTALLATION DETAIL J NOT TO SCALE 10' ROUN� PlASTIC VALVE 80% WITH BOLT DOWN LID FINISM GRADE 1 � 0' IN IANRJ 1 IN SHRU6l GRDIIN�COVEF AREA 3' 6' PVC PIPE GATE VALVE 9RICK-2 TOTAL PEA GRAVEL 4' DEFP (NO SOIL IN BO%) I I I —PVCMAINLINE LSCH80WCMALEADAPTER �L GATE VALVE DETAIL � NOT TO SCALE PRESETPRESSURE REGULATDR scNeou� — 8� P/C 11NION LOWER L4TERAL � WITHSGH.40 � PVC 45 ElLS FINISH GRADE � I 12 18' I 13' x 20' VALVE BOl(. ONE REMOTE GONTAOL VPLVE PER BDX 24 VOLT WIRE-PR�VI�E WIRE � CONNECTORS AT ALL SPLICES ALLOW 38' OF EXCESS WIRE ID TAG �� N TURF AREA � � 1' IN SHRl1B/ � I Q U '� REMOTEGDNTROL VALVE. SCMEDULE BOWC UNION =cN. eo avc FRTINGS (AS f2E0UIRED) BRICK �� LATEFAL LINE (4TOT�� MAINLINE WYE FlLTER J (ROTATE FILTER PARALLEL SCH BO WG NIPPLE TO PEA GRAVEL.) (2 INCH. HIDOENj PEA GR4VELA' pEEP BEIOW AND SGN 60 WC ELL VALVE (NO SOIL IN VlLLVE BO%) SCHE�ULE 00 PVC TEE VALVE/FILTEWREGULATOR DETAIL � � NOT TO SC�1LE FRONT VIE LEGEND 1COMROLLER ENCLOSURE. gINISH GRPDE. 3NSI�EWALL. �ONTROLLERSUB-ASSEMBLY(CSA) 3. PVELONGSWEEPELL-USE �NCLUDESGFIBTEftMINALSTRIPS ONESWEEPELLPERCANfROLLER. `�'�IiHPtACARDS. OIRECTBURIALCONTROIWIRES AUTOMATICCOMROLLER. TO CONTROL VALVES. fl20.VOLT SERVICE. �1 CONTROLLER ENCLOSURE - WALL MOUNT ~ NOTTOSCALE 12'MIN WALN,CURB OR HEAOER �EEMCO LS-100 OUICK COUPLING STABILIZER BRICK-1 TOTAL PEA GRAVEL 1' OEEP � (Np SOIL IN BOX) 3�4' x 3' SCH - 80 WC NIPPLE (2 REO.) JPLING VP1VE � FINISH GRPDE �' ROUND PLASTIG vALVE BO% WItH BOLT DOWN LID. — 3IE' � B' SGHE�ULE � 90 PVC NIPPLE �SIDE VIEW MAINLINE $CH. BO PJC TEE (SxSxT) SCHEDULE80 � vvc Eu (T=n roa viery (3 REO.) 8 QUICK COUPLER IN BOX DETAIL NOTTOSCALE s � �.: MAR 2 5 20�� :. 8��;1.irl ,P,r.n,,. ... . � . .... . .r-�:,�j RAIN BIRD ROOT WATEWNG SYSTEM (WCL. 9UBBlER CHECK VALVE, AND TREE I FINISH GRROE PVC LATERHL LINE ROUTED AROUN� ROOTHALL (DO NOT GO THROUGH ROOTBPIL) — �— scH. ao wc scn. ao wc J TEE OR ELL TEE OR ELL NOTE: INSTALL lW0 RWS PER TREE RAIN BIRD ROOT WATERING SYSTEM (RWS) I L NOT TO $GALE WAGNER �fS L'1� T E C j.�ttl� •e�,�1t o tr� na wo c� o�. ar. u a�i..��iiaGm Fc a0/LA.Q�O 1� WMr R MwyTs �=12Y-'OIW A P DW MPNL PHIIIPS DE51GNvroXKS. iNC. � � �� A �� W U �� W'^ Vl � � � � z H,w� Vl O O 0 � � U � U �1 u" � � W dG t^ � � a�� b U °a IRRIGATION DETAIL9 ; L2.2 NOT FOR GOIJSTRllGTION �— 0 PRECIPITATION RATE WORKSHEET MANUFAGTURER NETAFIM USA PRODUCT'. TECHLINE CV CONTACT: 60B 9EST - NORTHEfiN CALIFORNIA SPLES REP. 155428].1928 NOTE' SIMILAR PRODUCT MAY BE USED FROM MANUFAGlURERS SUCN AS TORO OR HUNTER. CONTRACTOR TD FAMILIARIZE WRH PRODUGT REOUIREMENTS. Valve Circuit Total Area (multiply 9% oFTotal 96.3 x Total GPM / by 65%o for point P.R. Plant Type Area (Sq. ft.) Head Type GPM P.R. Number Landscape irriqation A-1 96.3 2 1053 0.18 LW 1053 Sub-;uriacP�Drip 2 0.18 6.30 i�, A-2 96.3 4 300 1.3 LW 300 Sub-surtaueiDrip 4 1.3 1.80 �o A-3 96.3 5 3250 0.15 LW 3250 Suh-surface�Dnp 5 0.15 19.30% A-5 96.3 6 2310 0 25 HW 2310 Sub-su�iacelDrip 6 0.2� 13.10% A-o 96.3 2 361 022 LW 801 Sub-surtarE'Drip 2 0,22 �.10�'0 A-7 96.3 5 3463 Q14 LW 3463 Sub-sur(ac��Drip S 0.14 20.6090 A-d 96.3 8 5585 0.14 LUV 55P5 Sub-suriace.�Drip 8 O.14 3320So Total 16822 100"io HYDROZONE CALCULATIONS SUMMARY (per p.o.c) Hydrozone Description Total Sq. Ft. % of Landscape 1. Cool Season Turf 7_310 13.70% 2. `✓Varm Season Ti.irf 0 0.00`% 3. High Water Use Plants 0 0 00'% 4. Low bNater Use Planis 14512 86.30?0 Total 16322 100°6 Annual Water Budqet; Estimated Waler Use Cnlculation (E4"vUl M1Aaximum Applied VVa;zr Us� {MAWUI ETO= d2.3 Shrub. Perenr�ials, Plant Tvoe Trees Low Sod IE= Total PrcjGct Peter Pan E,biW Date: 11-03-08 Landscapz 4Nater use 1U Hiqh Area Iqallyr.l 0.85 O.SS Area (S.F.) EWU Arca jS.F.) EWU iasu isssia 3 zs�o ��ss2.a ___- 14512 135914.3 2310 i7692.d i O ZONE FLUSH VALVE PLUMBED TO PJC (TYP) MANIFOLD CONNECTIpN (P/C TO ELL) � WC ExHAUST NEPDER � WC SUPPLV HEAOER Mnr+iFao CONNECTION (WC TO TEE) % REMOTE CONTROL VALVE WITH FILTFR AND PRV AREA PERIMEfER DRIPLINE LATERAL AIR/VACUIIM RELIEF LATERAL BU1NK TUBING CENTERED ON MOUNO OR BERM AIRNACUUM RELIEF VALVE (PLUM9EO TO T�61NG AT EACH HIGH POIM] PERIMETEft UTERALS 2' FROM F_�(iF �� CENTER FEED INLINE DRIP LAYOUT � J NOT TO SCALE 8' ROUND - VALVE BO% FINISHED GRAOE HYDRO�ONE CALCULATIONS (per p.o.c.) TORO OLiU00 AIRNACWM REIIEF VALVE (V6500.Y/) r 1' 1R' PVC TEE (SzSxT) COMPRESSION MAPTEfE (CA]10) TORO OL2000 �ftIPLINE OR BWJK TUBING `-PE4 GRAVE� SUMP (8') NOTE: AIRNFCtIUM RE4EF VµV� GANNQT BE CONNECTEO LOWEft THMIORIPLINE LATERALS. �1�I TORO DL2000 AIR RELIEF VALVE � NOT TO SGPLE IRRIGATION NOTES WAGN E R 1. THE CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION WITH ALL APPLICABLE TRADES PRIOR TO SUBMITTING BID. �R �� TS=�� 2. THE IRRIGATION SYS7EM SHALL BE INSThLLED IN CONFORMANCE WITH ALL APPLICABLE STATE AN� LOCAL CODES AND ORDINANCES BY LICENSED �e ��r �,� �� CONTF2ACTORS AND E%PERIENCED WORKMEN. CONTRACTOR SHALL OBiAIN AN� PAV FOR ALL RE�UIRE� PERMITS AND FEES REUITING TO HIS WORK. G'Lul� n°',�"r'i.a�amo 3. THIS DESIGN IS �IAGRAMMATIC. PLUMBING CONTRACTOR IS RESPONSIBLE FOR ROUTING PIPING THROUGH AN� UNDER STRI/CTURE. IRRIGATION F` ��"� ra'e ws� : CONTRACTOR SHALL INSTALL PIPING WITHIN PLAN7ER5. liw�q W�10 n�.�N .nVzvmw 4. DO NOT WILLFULLY INSTALL THE IRRIGATION SVSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD hIAT OBSTRUCTIONS, GRAOE DIfFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT M16HT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE Al7EN710N OF THE OWNER'S AUTHORIZED REPRESENTATIVE. M THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, iHE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILIN FOR ANV REVISIONS NECESSARV. 5. 1T IS iHE RESPONSIBILI7V OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE OIFFERENCES LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COOftDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS. CONTRACTOR IS TO REPAIR ANV DAMAGE CAl1SED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER. 6. OUE TO THE SCAI.E OF THE �RAWINGS, IT IS NOT POSSIBLE TO IN�ICATE ALL OPFSETS, FITf1NGS, SLEEVES, ETC., WHICH MAV BE REOUIRED. THE CONTRACTOR SHALI CAREFULLV INVESTIGATE THE STRUCTURAL AND FINISHE� CONDITIONS AFFECTING ALL OF HIS WORK AN� PLAN HIS WORK ACCORDINGLY, Fl1RNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAW WGS ARE GENERALLV DIAGRAMMATIC AND INDICATNE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETVJEEN IRRIGATION SVSTEMS, PLANTING, AND ARCHITECTURAL FEANRES. 7. ELECTRICAL CONIRACTOR TO SUPPLY 120 VAC (2.5 AMPj SERVICE TO CONiROLLER LOCATION. IRRIGATION CONTRACTOR TO MAI� FINAL CONNECTION FROM ELECIRICAL SNB-0UT TO COMROLLER, IRRIGATION CONTROL WIRE SHALL BE k14, U.L APPROVED FOR DIRECT BURIAL COMMON WIRE SHAIL BE VJFiI1E IN COLOR, WIRING TO INDIVIDUAL REMOiE CONTROL VALVES SHALL BE COLOR OTHER THAN WHITE. 8. REMD7E CONTROL VALVES SHALL BE WIRED TO CONTROLIER M SE�UENCE AS SHOWN ON PIANS. RUN WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSI�E OF VALVE BOXES WILL NOT BE PERMITTED. 9. SPLICING OF 24-VOLT WIRES WILL NOT 8E PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 36' COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEE( ON CENTER ALONG WIRE RUN. TAPE WIRE IN Bl1NDLE5 10 FEET ON CENTER. NO TAPING PERMITiED INSIDE SLEEVES. 10. INSTALL TVJO (2) SPARE CONTROL WIRES ALONG THE ENTIRE MAIN LINE. SPARE WIRES SMALL BE THE SAME COLOR (ONE WITH A WMTE STRIPE) AND OF A DIFFERENT COLOR THAN OTHER CONTROL WIRES. LOOP 36' EXCESS WIRE INTO EACH SINGLE VALVE BOX AND IMO ONE VALVE 80% IN EACH GROUP OF VALVES. 17. VALVE LOCAl10NS SHOWN ARE DIAGRAMMHTIC. INSTALL IN PLANTERS. 12. INSTALL VALVE BOXES MINIMUM 12' FROM AND PERPENDICULAR TO WALK, CURB, BUILDING OR LANDSCAPE FFATURE AT MULTIPLE VALVE BOX GROUPS, EACH BO% SHALL BE AN EOUAL DISTANCE FROM THE WALK, CURB, ETC. AND EACH BD%SHALL BE MINIMUM 17 APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, LANM, ETC. 13. IOCATE �UICK COUPLING VALVE 17 FROM PLANTER EDGE. 1<. THE IRRIGATION CONTRACTOR SHALL THR07TLE THE FLOW CONTftOL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACM SVSTEM. ALL MAIN LMES SHALL 9E FLUSHED VRIOR TO THE INSTALLATION OF IRRIGATION SYSTEM. AT 30 DAVS AFfER INSTALLATION EACH SVSTEM SHALL BE FLUSHEO TO ELIMINATE GLUE AND DIRT PARTICLES FROM THE LINES. 15. NOTIFY LANDSCAPE ARCHI7ECT OF ANV ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLEfE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL HIS INSTRUCTIONS ARE OBTAINED. 16. ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL CONTRACTOR TO REPAIR ALL SEffLED TRENCHES PROMPTLY, FOR A PERIOD OP 1 VEAR AFTER COMPLETION OF WORK. ADDIT70NALLY, CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SVSTEM WILL BE PREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 VEAR AFTER FINAL ACCEPTANCE OF WORK 17. THE IRRIGATION CONTRACTOR SHALL VERIFV WATER PRESSURE Pft10R TO CONSTRUCTION AND PROVIDE REPORT TO LANDSCAPE ARCHITECT. 18. IRRIGATION DEMhND FOR SYSTEM OESIGNED IS A MINIMUM OF 75 PSI AND A MAX OF 45 P51. 19. IRRIGATION CONTRACTOR TO NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AN� TESTMG OF INSTALLE� BACKFLOW PREVENTION DEVICE. 20. PRIOR i0 TRENCHING, CALI UNOERCaROUND SERVICE ALERT, (7-800) 227-2600 FOR NORTHERN CALIFORNIA. 21. CONTACT WEATNERTRAK CUSTOMER SEftVICE AT 1AOOJ62Al14 FOR PURCHASE AND ACTIVATION OF ET EVERYWHERE DATA SERVICE. 22. DEVELOP AN IRRIGA710N VALVE SRE MAP INDICING VALVE LOCATIONS, GALLONS PER MMUTE PER VALVE CICUIT, PRECIPITATION RATES PER VALVE CIRCUR, PLANT NPES WITHIN VALVE qRCURS, AND OPERATING PRESSURE REOUIREMENTS PER VALVE QCUIT. 7HI5 MAP IS TO BE ATTACHED INSIDE EACH IftRIGATION CONTROLLER 23. RESCHEDULE THE IRRIGATION CONR20LLER AT LEAST ONCE EVERV TVJO WEEKS 50 THAT VALVE qRCUIT RUN TIMES REFLECT GURRENT, LOCPL CALIFORNIA IIRIGATION MANAGEMENT MFORM/ TION SVSTEM (CIMIS) REFERENCE EVAPOTRANSPIRATION (ETo) DATA PROVIDED BV DISTRICT. A) CONTRACTOR SHALL WALN AN� INSPECT ALL PIANTING AREAS PRIOR TO SCHE�ULING OF THE IRRIGATION CONTROLLER TO OBSERVE SOII MOIS7URE CONOITIONS /W D P WJT STRESS. 24. ACTIVATE ALL IRRIGATION VALVES AT LEAST EVERY TWO WEEKS TO INSPECT ANO CORRECT ISSUES. 25. READ EACH IRRIGATION METER AT LGST ONCE EVERY N10 NlEEKS TO CONFIRM THA7IRRIGATION FUN TIMES COINCIDE WITH PROJECTED IRRIGAl10N DEMAND AND THAT IRRIGATION SVSTEM IS OPERATING EFFICIENTLV. 26. DEVELOP AND MAINTAIN A SITE LOG AT LEAST ONCE EVERV PNO WEEKS DETAILING LANDSCAPE WATER CONSUhIP'{ION DATA, SOIL MOISTURE O4TA, WEEKLY ETo REPLACEMENT OATA, PLAM MEALTH ANO VIGOR, AND AREAS OF VANDALISM. � � , �, ts Z�iu�' 8' ROUND FINISHEDGRAOE �a-�EBOX 1' �� I - TOROOL2000 -I I I-I I -I I A�TOMATIG FLUSH I-I I I I I I ��E (CEFCH-H) I I I� I TORODL2000BLANK I I_ TUBING�A)1U) WC PIPE � �O �� COMPRESSION AOAPIOR(CA110� WC ELBOW 6RICK SUPPORTS PEA Gr�AVEL 3'iiy{F I I8 I -- " �� TORO DL2000 AUTOMATIC FLUSH VALVE � � NOT TO SCPLE ORIPLINE NOTES: . . . ..t'-I,.A��.I';'1.i-_ 1. PLANS ARE DIAGRAMMATIC. INSTAIL DRIPLINE AND COMPONENTS PER MANUFACNRER'S INSTRUGTIONS AND INSTALLATION OETAILS. 2. FOR GROUNDCOVER AN� SHRUB AREAS, NETAFIM SUB-SURFACE IRRIGATION SYSTEM RECO�dMENOS TO INSTALL �FIPLINE 18 d4' APARi FOR GRASSPAVE AREAS, INSTALL DRIPLWE 12' APART WITH EMfTTERS SPACEO 12' ALONG THE DRIPLINE WI7H O.fi GAVHR EMITTERS. BURV EVENLV TRHOUGHOUT THE ZONE TO A MINIMUM OF 4' AND A MlilCIMUM OF 6'. INSTALL 2' FROM PERIMETER OF HARDSCAPE AND 4' FROM PERIMEfER OF SOFTSCAPE. SEE MANUFACNRER FOR MORE DEfAILS. 3. PLACE AIR/VACUUM ftELIEF VAWES AT TME HIGHEST POINTS OF EACH ZONE. 4. PLACE FLUSH VALVES AT THE ENDS OF UITERAL LINES. USE COMPRESSION FITTIkGS FOR ALL DRIPLINE CONNECTIONS. FITfINGS SH/LLL 9E OF THE SAME MANUFACTVRERAS ORIPLINE. 6. USE ONE STAPLE FOR EVERY 3' OF TECHLME CV IN SAND, EVERY 4' IN LOAM AN� EVERY 5' IN CIAV. NON-STAINLE55 STEEL LAIJ�SCAPE FABRIC STAPLES ARE NOT RECOMMENDED. 7. NETAFIM SUB-SURFACE IRRIGATION SVSTEM SHOULD HAVE A MIN. OF 15 PSI AND A MAX. OF 45 PSI PER MANUFACTURER'S RECOMMENDATION. FOR ADDITIONAL �UESTIONS CONTACT BOB BEST- NORTI ICRN CALIFORNIA EALES RfiR FQR P1E?.AF!SA, pT 1 Sb&297-7928. 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MM MILLSDALE MUUSTPoAL PMK NO. S-A vauue az r�c.�s io-n PARCEL MM 41L15bALE INDUS7RIAL PMK N0. 5-D YDIUYE 5& PAGES 5-6 PMCEL MM MILLSDALE INDUSTRI�L PARK N0. 5-E WLUME 60, PAGES 37-38 PMCEL MM MILLSDALE INDU57RIAL PARK N0. 5-F VOLUME 60, PAGES 75-JB NOTES ALL DISTANCES AND OIMEN90N5 ARE IN FEET AND OEqYALS OF A F00T. UNDERQ2WN0 UTILITY LOCA710N IS BAY�D ON SURFACE ENDENCE BUILDINC FOO7PRIN75 ARE SHONN AT CRWND LE�FL. FlNISIi FLOOR ElEVA710N5 AfiE TAKEN nr ooart n�n�+a.o (on�iort) KEY MAP �._�. 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