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HomeMy WebLinkAboutPermit Building 2018-01-25OVMI IEP / CEU=I OPER R'ti -z . s -. 1.; ROLE 1. l_ ISDI 1747 11. PERMI RAR, SEVER t. 200 E' i L A -X MAP MR. UNE SAY/NW./GE -11, 17 F, r_NMA.M NEW STORM FINE AXAA117M RiDo 3 LATITUDE & LONGITUDE (PROJECT SITE) NEN'SANRARY MANHOLE 'ENCINEER/-4P"LJGAigT NEW BLON'BBr VALVE DFIRNIS J. BOUFFEER OF SAFE TNS TO REMAIN AREA &SPACES ,ICF SO M N NS CONSTRUCTON. aS HIGHSTS-27, AIDE e1. -U =SE: C= RYAI s I44P5E1 LDC Anl t`! FOURnCARE SFUzO'i ."'D _ O D ..J sG 7 NDF H H SPYNCUUEU FzUILt . F' ,all III IDIm - - l_ ISDI 1747 11. PERMI RAR, SEVER SHEET1 COVTSHE=F i L A -X MAP MR. UNE SAY/NW./GE -11, 17 F, r_NMA.M NEW STORM FINE AXAA117M RiDo 3 LATITUDE & LONGITUDE (PROJECT SITE) NEN'SANRARY MANHOLE LAWE Dam 1>BI NORTH NEW BLON'BBr VALVE L.N. 1.1.11c E. WEST TNS TO REMAIN AREA &SPACES ,ICF SO M N NS CONSTRUCTON. OVER.. NUMBER OF SPACES 4 1D5 s PROPOSED RUMMAGE.PACS ] 3 i /3 TOTAL NUMBER OF SPACES = 11J SPOTELEVATION TOTAL ARTA 19 M ACRES ZDWARROW PROJECT AREA 3)323,12 BE IDBS ACRES( 1 SURVEYOR FINISH GRADE ELEVATIONS AROUND THE MANVPAFTIRED H CUP PADS ARE NOTE:) I N TIE GRACING PUN AND SLEP E AT A MINIMUM 2% POSRTIE ORV NS AWAY FR M I„ EUDOT.LNE TDLB=RT PLS. " TOLBUTr SAGSOCIAT-�T,LLC A BOE FREI MLINPUN "➢GE OR OR 9]dDE GUEN R CRE VICINITY MAP SURE: SM SPECJFlGTONS FDR COMPALTON AND MATERIALS THIS SH`_ --F TYPICAL STREET SECTION .DTI $.a_ !A LEGEND PERMI RAR, SEVER SHEET1 COVTSHE=F NFWSAN'ARYLATERAL I - MR. UNE -fC iCe-.L CCM OL$Zi NEW STORM FINE ® NEW STORM MANHOLE O NEN'SANRARY MANHOLE asR11Px LCG.7 ii wcDalJ.—a NEW BLON'BBr VALVE o TNS TO REMAIN WRAMPS DRIVEWAYS. 35D0 A025 .1 ii l'IM. n 9� ,ICF SO M N NS CONSTRUCTON. ^ TREESTO REAOVE UN .GPOUNLU ILrI- F. DiR ,�°M IIILIT✓ STRci TRE 'H ° L RE IF W.r CNK NL TI SPOTELEVATION -1 3ONFEA C.SFOe IB -7Y, CFRI, y I DC. _ ZDWARROW !A FK{ Na Protection A ea H N .i 111 O c'�FA.No15L;Cn AE �..1'�r '_C.'.J M^7.. .. E.H�A... :_Hn..,cG11LATNA Il MUYFL' IHEF17FIJ E.------Rmf,N �yec '1 .Fe Off' -Om SLATLAUUlI_FEXISlDG IF, IIIEISELE.TVF 'W K - PYDN�, _N.- "'..i TG v ,. ,AN,EDATIAnEl±Y GL'AAT' T .-TR r U,LT1 I0 MD STUI, A S :,I Ic Dn D D URE E( J ALL. FBI—— — 'NL PRE PR ASUPE PINES -11 `An TRI RUSS. 'FF CEI RDC, D Ane_Nl.. euILL NC LAis SH—L. .`. Nualm: ROSS G ,'. L1a._A_Nv u.0 Hc4Wls MI Lt D. A IDUC713, EC I,.H BRAD FRNPIP TYING DBACA' 1 AND SHfi�F� A�RECV RFeI[NS0.F{e"DD'OP20N STANDARD eP-CIFlGFDN FOR �a 'Fj {' } CO G-RVCTON BECTON BOfO: ^i.ENLY.SGVRTCM1 2-31pIN AN 9gC151 LL'. it MENTON: OR -GEN LIEREODIRES YOU OF FOALOW4ULca ADOPTED BY THE DREGON'JnL, NOPIGTDN LENDER IRSE RULES ARE Al D.I IS FIR \f 1 E_LDLBIIR HROVGHSAIUV11I11IF"°UMAYOBrNNCOPIESDFTIERULESBYCAWNCFIECFNTty NOTE THE 7EUPHONE NUMBER FOR T-_ OREGON _ } DFLP'N°TFICATONCENTERIBIIIIII-IS6]1, E%.G.:VATOR6I.fUSTNOII:YALL pERTNEN-G°MPANIE$°a AGENCIES NIN UNDFRGRW IJDILTLFTEAINTLEPRCJF.i f , AMAATLAST dB SUSINERSDAY HOURS,OTN°)MORE T. A1D BUSINESS DAYS PRIORI COMMENCING E'(. CAVAnON, SO VTlfn6 MAYBEACCVRA CL"LO^^✓'T'^ vA\'my 12. IFRFWIRm BYTHECT'AntA CDN OLSH 3E,PROVIDEDBYTI-CONLRACTCRIIRO'JGHOIRCONSTRUCONCONRRALTORGHALLPRONDE�i,t,E� \\\ �A" ---Ek cONlROLPUN'TO TH-CItt OF SPRIrvGFlm FOR REVIEW ANO APPROVAL PR1oRro COMMENCING CON51RULt1oN LRys.�' —r 13. THE LONTRA°nIR aXALL 3E REGPOrv61BLE MR=ORpINArING M'p 60HEDVLING ALL WORK v` ::11 t0 jai ta. VA -ME CONNECTING TO AN EVICTING PIPE THE SONTLILTOR SPRI MPOGETHE END OF THE FAVENG PIPE AND ALLOWTIE ENGINEER VERIFY ENACT E°EATON AND EL_EVAT°N B ENOREUYING ANY NEWPPE ON TiAT SYSTEM 1FRED 5.WIXERETNECONTR'TACHEVEGVBGRADECOMPAL°NANp DEFLECTIONBARRSp .' QMINE° G INBP-LTONANDMESMUTHESUFOE°INCHS FABRIC SHALL BDER,ANDTlEMAGZFHUNEWOESHALL BE MY-ACmWT'➢CRUSHED ROCKANDMMAmACbftpINGTTvS=CIHAONG IFTHESVBGRAIE SFUL DOES MDTMEeBpmIFlCgFIONS t '� OVER VAITOADEEPERSUB°ASEDE ASOIREL1c° BY PRDIEET ENGINEER AND REPEATTIE PROLESC UNTIL TLE BVBGRADE MEETS SPELIF,CATONS. 107 g -�D�f t0 tE CDNLPACf°R 6HgIL MgIMA1N ALL UnLITST031GTNG HOMESATALL nMES OVWNG LONBIRVLTON 17THE CON(RACFOR SHALL BE RESPONSIBLE FOR C°OR°INATNG AND SCHEDULING ALL WORK WI THE PARK MANAGER. r,>`T £ It. THE CONK URFERWILL SENDING BY TLE CONDI)°NS OFTHELDAP PLANS FORTIE SITE ALL WSTNG PROGIONAND SEOIMEM CONTROL MUST BE INGPEGTED, MAINNNED, AND REPLACES A6 NECESSARY PER THE LDAP RUNS UPON INHERITANCE OF THE SITE TROUGH COMPFOON OFTHEIREFiRULUIG NOSED IN TIE T PALLET. �a ry\�- 19, IX.".AVATEAND REMOTETAEEENMPS AND ORGANCSWFIHIN STREET, VRIVEWAYB OR PAD AREAS, 2D CLEAN SOIL IFRE-O=ORGANICS)MAYBE USER ONSITE AS COMPACTED FlLL MATETEIAL FOR DRIVEWAYS,PADS, 2T. COMPACTED PULP ORIVIMAY AND PAD AREAS MUSFORTAIN A SOIL COMPACTION FEASTS SECURE ITIS CAPABLE°FSOPP°RTNG A MINIMUM OF LORD PER RECAREA D .e 12 CONSULTOR LL SHAREEN ERCEAPPACAED LDAP- ANI PNBANLI INSTALLIALLAPPROPRIATEEROSION CONTROL MEASURES PRIOR LONSTRUCDON. t Fv 1/63A.3 SQ FT 'd L, THE CONLRgGTDRIS RESPONSIBLE F°R°EMOLITEON CFC-IERNGPAYMENSCVRBS AND OTHER EDJEG SRc ELEMENTS IN O \ (REQ D 1',;300 SQ FT) ,' 4 ` �a,JY` 1A. CONTRAGRBR IS MODIFIED FIR rvonx VNLmESOE OPEN TRENCHING FOR THE PRGROTTO ALLOW POSSIBLE COMMUNIGTONCARLE1DEFUDIAnoN. i \\\ ISPR°JECTSHALL SCENG ITti TIEAM-RIFANDVENNITIEB ALT MCLIRERHEMS WCHASOURP'ORP°RAnDN OF BOARD LRr.RIA FOR HANDICAP pAMPS MAXIMUM S 1`� i \ zy PROFI.EANp LROSS$ELTON SLOPES FOR GIOEWALKS.IIP GRApINC-IXISnNG HANDICAP FpCWTES WHERE MAJOR C°NSTRULIION IS OCIDURRINC, AND BUILDING WARNING FOR DRUM S IN GIDEVJALP SUCH AS CURBING OftTANDSFAPING AROUND MNLBOADES. _ ^ \ ®E \TRENTRSiRTESWITL BE 6F=S:ON-YAMIMIMUMTRUNKCNIPER°F2INMEASUREDSIN,ABOVETHEROOTSTEMSINLLBESEIEC FDP.PiA 'DEM. R 0.Ec 0.o N T. \/) T°CHAPTERSC=TJECITYOFSPRINGFIEI➢ENGINEERING RESIGN STAN°ARESANDPROCEDVREBFORAPPRDVEDGT<EETTREES. 'FF/A EIRE°°ESAME ID'ICONTFACTOR FOR CHANGES SHALE TH REAPPROVED BYEENGINEERANOTHECRYINWRRWGPRISRTO IMPLEMENTATION RoaM X 27, CONTRAMIR SI BE AWARE IF PAVING IS NOT SCHMULEF OR DOER N°T OCCUR PRIOR I OCTOBER IFUL WE- WEATHER PROVISIONS INCLUDING ADDINONA /i% T ROCK BVBErRVCNREANp GE°T-EXiILF FARRIC 5XALL9E USER.REER_RTOSI'ANDNNSPECIFlCATON SEGR° .1ITIAND THETWIGL C0.CCEGECTpNG CCNTNNEp .A d/- HERBINFOROFAILS. ADpT°NAL PROVISIONS SHALL BE ATnRECCNRLOLT°GREECE.'B GREECE. >I "yA 1/a6 C P Y -N z..'mEcprTRACTaR SXAtL VERIFY EgLX ExlsnxG spxlrgav ArvDsrotut LDNNEcnon'. I I 11 COMPACTION NOTES i1MUTATD FOR EIGPR°JADRDNLcTIATN(LFlCANBJMTECPOGURETCSGRT OI]d REEFS 2D15OREGON SpGTONSFORC°NSTRUCTON AN GROSS IN JANUARY 1, CUE ASPXALTEHNIBEC0VPACTFD0E%S:MUMDY DTJER\) FDLLOMNG PNUM. S95DCRTERA AGGREGATESURfi ANDBASESXALLBEFORMULATESFOR.TICPROJECTPMBECTICN541°FTE3015OREGONGTMIOARDSPECIFlL.,\TONFORCONEIRULTDN AB SHEET INDEX ,,/ �RV AREq 1� ISSVEDINJANUARY`2D15 AGGREGATEWBRASEANO BPSFSHPIL BE COMPpCTECT09B%fMA%IMUM DRY DENSITY) FOLLOWNGAS l5a,CRITERIrA / CONCREfOD==USEGNE S'FIEFUR REQUIREMENTS (P511 'ILL LOPL� SHEET1 COVTSHE=F I - GE!iE4AL NOTES -fC iCe-.L CCM OL$Zi LCTGN AAM1IO U Vue S:'..L CCN l C JS. F P. L V iiC\ N. i i JL.EI_ VP 1 J .U,T - _I = O S GEc0\CrT'O. NCE ^ ]-1C "F XC CREED, STC..R E -', OH,=11, I15FRUC-1u\, ii JT CVEON ITR _v ECN PLUMPING SFEFF._1'...FE. 1 . CUREA_NT r a ?SFPIf ? N5P _ OINC'YL/ D .5 "JDA ACKI\ " OURSt. ISER , I!l $IDRIV asR11Px LCG.7 ii wcDalJ.—a Ll*IECC.IP SING-AL..EF eN 5i4:L CCNFCRM TiALAP. ua..OL c—1, n.:L -i"E" CLC.'..L CCC3. CRmNµcS RDF VL.-IOva. u" ALL ERir u- .p T N JPS 1. IVID.5 FCUDN3 Rc VIR r1 GUZ.N IrHOPJT F P?1 N . C COM LE�IDE K ALL 3 a - -I' C C TD WRAMPS DRIVEWAYS. 35D0 A025 .1 ii l'IM. n 9� ,ICF SO M N NS CONSTRUCTON. {!1 NT1C UN .GPOUNLU ILrI- F. DiR ,�°M IIILIT✓ TAVLOC'TONOUIUPS V: P VTI) HC NN li U INFORM-ICNONL CARE .0 RAND.S01,111O, 'H ° L RE IF W.r CNK NL TI ERIFYP I. JR OT qC O 9X L` IFY 'lCN ,. _51 f II OF -I UNO .C-POUJC 1_ PICA L IN_ ArH A T,UICI -1 3ONFEA C.SFOe IB -7Y, CFRI, y I DC. _ C S., ERIUC n DIS .N'_E'C AF= ITI IC AND FISCCITM FISC—M=lUbU ES,� CURS PRIOR v'.: An FILE I.STr UIL OF, TO,RE/ENT I'VEARGROUSS 11-1-IREE 1 71EVf _DNSTYII _' a NEa ALCN,117 CCI FK{ Na Protection A ea H N .i 111 O c'�FA.No15L;Cn AE �..1'�r '_C.'.J M^7.. .. E.H�A... :_Hn..,cG11LATNA Il MUYFL' IHEF17FIJ E.------Rmf,N �yec '1 .Fe Off' -Om SLATLAUUlI_FEXISlDG IF, IIIEISELE.TVF 'W K - PYDN�, _N.- "'..i TG v ,. ,AN,EDATIAnEl±Y GL'AAT' T .-TR r U,LT1 I0 MD STUI, A S :,I Ic Dn D D URE E( J ALL. FBI—— — 'NL PRE PR ASUPE PINES -11 `An TRI RUSS. 'FF CEI RDC, D Ane_Nl.. euILL NC LAis SH—L. .`. Nualm: ROSS G ,'. L1a._A_Nv u.0 Hc4Wls MI Lt D. A IDUC713, EC I,.H BRAD FRNPIP TYING DBACA' 1 AND SHfi�F� A�RECV RFeI[NS0.F{e"DD'OP20N STANDARD eP-CIFlGFDN FOR �a 'Fj {' } CO G-RVCTON BECTON BOfO: ^i.ENLY.SGVRTCM1 2-31pIN AN 9gC151 LL'. it MENTON: OR -GEN LIEREODIRES YOU OF FOALOW4ULca ADOPTED BY THE DREGON'JnL, NOPIGTDN LENDER IRSE RULES ARE Al D.I IS FIR \f 1 E_LDLBIIR HROVGHSAIUV11I11IF"°UMAYOBrNNCOPIESDFTIERULESBYCAWNCFIECFNTty NOTE THE 7EUPHONE NUMBER FOR T-_ OREGON _ } DFLP'N°TFICATONCENTERIBIIIIII-IS6]1, E%.G.:VATOR6I.fUSTNOII:YALL pERTNEN-G°MPANIE$°a AGENCIES NIN UNDFRGRW IJDILTLFTEAINTLEPRCJF.i f , AMAATLAST dB SUSINERSDAY HOURS,OTN°)MORE T. A1D BUSINESS DAYS PRIORI COMMENCING E'(. CAVAnON, SO VTlfn6 MAYBEACCVRA CL"LO^^✓'T'^ vA\'my 12. IFRFWIRm BYTHECT'AntA CDN OLSH 3E,PROVIDEDBYTI-CONLRACTCRIIRO'JGHOIRCONSTRUCONCONRRALTORGHALLPRONDE�i,t,E� \\\ �A" ---Ek cONlROLPUN'TO TH-CItt OF SPRIrvGFlm FOR REVIEW ANO APPROVAL PR1oRro COMMENCING CON51RULt1oN LRys.�' —r 13. THE LONTRA°nIR aXALL 3E REGPOrv61BLE MR=ORpINArING M'p 60HEDVLING ALL WORK v` ::11 t0 jai ta. VA -ME CONNECTING TO AN EVICTING PIPE THE SONTLILTOR SPRI MPOGETHE END OF THE FAVENG PIPE AND ALLOWTIE ENGINEER VERIFY ENACT E°EATON AND EL_EVAT°N B ENOREUYING ANY NEWPPE ON TiAT SYSTEM 1FRED 5.WIXERETNECONTR'TACHEVEGVBGRADECOMPAL°NANp DEFLECTIONBARRSp .' QMINE° G INBP-LTONANDMESMUTHESUFOE°INCHS FABRIC SHALL BDER,ANDTlEMAGZFHUNEWOESHALL BE MY-ACmWT'➢CRUSHED ROCKANDMMAmACbftpINGTTvS=CIHAONG IFTHESVBGRAIE SFUL DOES MDTMEeBpmIFlCgFIONS t '� OVER VAITOADEEPERSUB°ASEDE ASOIREL1c° BY PRDIEET ENGINEER AND REPEATTIE PROLESC UNTIL TLE BVBGRADE MEETS SPELIF,CATONS. 107 g -�D�f t0 tE CDNLPACf°R 6HgIL MgIMA1N ALL UnLITST031GTNG HOMESATALL nMES OVWNG LONBIRVLTON 17THE CON(RACFOR SHALL BE RESPONSIBLE FOR C°OR°INATNG AND SCHEDULING ALL WORK WI THE PARK MANAGER. r,>`T £ It. THE CONK URFERWILL SENDING BY TLE CONDI)°NS OFTHELDAP PLANS FORTIE SITE ALL WSTNG PROGIONAND SEOIMEM CONTROL MUST BE INGPEGTED, MAINNNED, AND REPLACES A6 NECESSARY PER THE LDAP RUNS UPON INHERITANCE OF THE SITE TROUGH COMPFOON OFTHEIREFiRULUIG NOSED IN TIE T PALLET. �a ry\�- 19, IX.".AVATEAND REMOTETAEEENMPS AND ORGANCSWFIHIN STREET, VRIVEWAYB OR PAD AREAS, 2D CLEAN SOIL IFRE-O=ORGANICS)MAYBE USER ONSITE AS COMPACTED FlLL MATETEIAL FOR DRIVEWAYS,PADS, 2T. COMPACTED PULP ORIVIMAY AND PAD AREAS MUSFORTAIN A SOIL COMPACTION FEASTS SECURE ITIS CAPABLE°FSOPP°RTNG A MINIMUM OF LORD PER RECAREA D .e 12 CONSULTOR LL SHAREEN ERCEAPPACAED LDAP- ANI PNBANLI INSTALLIALLAPPROPRIATEEROSION CONTROL MEASURES PRIOR LONSTRUCDON. t Fv 1/63A.3 SQ FT 'd L, THE CONLRgGTDRIS RESPONSIBLE F°R°EMOLITEON CFC-IERNGPAYMENSCVRBS AND OTHER EDJEG SRc ELEMENTS IN O \ (REQ D 1',;300 SQ FT) ,' 4 ` �a,JY` 1A. CONTRAGRBR IS MODIFIED FIR rvonx VNLmESOE OPEN TRENCHING FOR THE PRGROTTO ALLOW POSSIBLE COMMUNIGTONCARLE1DEFUDIAnoN. i \\\ ISPR°JECTSHALL SCENG ITti TIEAM-RIFANDVENNITIEB ALT MCLIRERHEMS WCHASOURP'ORP°RAnDN OF BOARD LRr.RIA FOR HANDICAP pAMPS MAXIMUM S 1`� i \ zy PROFI.EANp LROSS$ELTON SLOPES FOR GIOEWALKS.IIP GRApINC-IXISnNG HANDICAP FpCWTES WHERE MAJOR C°NSTRULIION IS OCIDURRINC, AND BUILDING WARNING FOR DRUM S IN GIDEVJALP SUCH AS CURBING OftTANDSFAPING AROUND MNLBOADES. _ ^ \ ®E \TRENTRSiRTESWITL BE 6F=S:ON-YAMIMIMUMTRUNKCNIPER°F2INMEASUREDSIN,ABOVETHEROOTSTEMSINLLBESEIEC FDP.PiA 'DEM. R 0.Ec 0.o N T. \/) T°CHAPTERSC=TJECITYOFSPRINGFIEI➢ENGINEERING RESIGN STAN°ARESANDPROCEDVREBFORAPPRDVEDGT<EETTREES. 'FF/A EIRE°°ESAME ID'ICONTFACTOR FOR CHANGES SHALE TH REAPPROVED BYEENGINEERANOTHECRYINWRRWGPRISRTO IMPLEMENTATION RoaM X 27, CONTRAMIR SI BE AWARE IF PAVING IS NOT SCHMULEF OR DOER N°T OCCUR PRIOR I OCTOBER IFUL WE- WEATHER PROVISIONS INCLUDING ADDINONA /i% T ROCK BVBErRVCNREANp GE°T-EXiILF FARRIC 5XALL9E USER.REER_RTOSI'ANDNNSPECIFlCATON SEGR° .1ITIAND THETWIGL C0.CCEGECTpNG CCNTNNEp .A d/- HERBINFOROFAILS. ADpT°NAL PROVISIONS SHALL BE ATnRECCNRLOLT°GREECE.'B GREECE. >I "yA 1/a6 C P Y -N z..'mEcprTRACTaR SXAtL VERIFY EgLX ExlsnxG spxlrgav ArvDsrotut LDNNEcnon'. I I 11 COMPACTION NOTES i1MUTATD FOR EIGPR°JADRDNLcTIATN(LFlCANBJMTECPOGURETCSGRT OI]d REEFS 2D15OREGON SpGTONSFORC°NSTRUCTON AN GROSS IN JANUARY 1, CUE ASPXALTEHNIBEC0VPACTFD0E%S:MUMDY DTJER\) FDLLOMNG PNUM. S95DCRTERA AGGREGATESURfi ANDBASESXALLBEFORMULATESFOR.TICPROJECTPMBECTICN541°FTE3015OREGONGTMIOARDSPECIFlL.,\TONFORCONEIRULTDN AB SHEET INDEX ,,/ �RV AREq 1� ISSVEDINJANUARY`2D15 AGGREGATEWBRASEANO BPSFSHPIL BE COMPpCTECT09B%fMA%IMUM DRY DENSITY) FOLLOWNGAS l5a,CRITERIrA / CONCREfOD==USEGNE S'FIEFUR REQUIREMENTS (P511 'ILL LOPL� SHEET1 COVTSHE=F CONCRE-GSE FIEL° UBORATORY .SXR 2 11 OURSt. ISER , I!l $IDRIV GRAGI G SHEEEET3 GROOINGPLW 6Hc d LAYOULPOIN -."- WRAMPS DRIVEWAYS. 35D0 A025 .1 ii l'IM. n 9� SXP=a FIN PROFlLE SANRARYLINE .0 NEW SANRARY GRADING NOTES IIA 16� SHEET. PUN AND PROFlLE FIRM UNc S, USAF ROAD J SH E71 PLAN ANO PR°FlL WATER LINE PAVING FINISH GRADE ELEVATIONS AROUND THE MANVPAFTIRED H CUP PADS ARE NOTE:) I N TIE GRACING PUN AND SLEP E AT A MINIMUM 2% POSRTIE ORV NS AWAY FR M I„ SHE. °E ETFAIL$ TIE SJUDING DOING AND LET OR STREET IN IN ACCORDANCE WITH THE CORREIT WITON OFTHE OREGON MANUFACTURED PAILLUNGANOPARK55PEDIALT' COD 3 �M[ FREI MLINPUN FINISH GRAM ISINIXEOINPWJTMGABER NJOSSORM FAC111P3TIGMENOP OFNPGOILCRMO�S. CONIMCIDRSHALLM:000NTFOR OE'i IX OF SHE£TIS UIDI\' CRINLS RS/ AREA ALF Yi'E TOPSOIVM°LOSINiHE6E LOGTONS Wr1EN ESTASLI6HING THFJR SIIEGRAOING GREET II TRE -F --MNG PUN 1%92.BSa.. . SHEET I2 LMAI- _ SEPARATION STATEMENT EROSION LOIS EROSION PUN T IUEE11 GH CI t[LpPA2-ITiOGION DETAILS IF 'VIE -a' pLL WATER MAINSCR°$SINGS TO THEOREGON SPATE HEN.TI OEPPRTAEM CHAFFER 3Il WFT9t MNNSGHN'_CR0.56 U..NNNF_MGENICRS ItEPDNFORM JOINTS CROSSING, ON WRHA16 MINIANm CLEPCANC IONFAL RPLIFY NINI ANTAYEeENTHE INR5I0l° IEIeTiGOIN... S. 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SFE OCIAIL5�1t © CONSRtVL112'PJLSiORM pRA1N PIPE (PSiM 0.3N45pP.3s 00.APPROVEp EOVP1) � p�J __ JCJ PAVINE( INGE MIS^.51ANEOVS C POi-NOLTOE .E.1 NC CEW'R OR WATER IINE$Q]NFlRM PREpIAM�' C� PIPE MA�PLANp pcpRi NRiH ENGINE�i ® 6AVFIITANp RENO cE'OSfINGAC PAW'IC-TOCVRJNE C 662 ALLJOIMS�BETALKa'=Au�ANO SANOE➢ _ o�� 9 CCNLTIll PL RAVING 0V LRIISHc ROOK N IJKE CNO IWI, 2 I pcagnm MW - uwm FUL^RUM 6/?9/16 ��` GOu ISheet 500 '( na, ODOd7r 5((,�7 Pla�n��,wN 6 of 14 - j2 '2� Y"W 5�`^ i REvlspns - '-`- �_ryiveu_ `E° f 2016 1 I . 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SFE OCIAIL5�1t © CONSRtVL112'PJLSiORM pRA1N PIPE (PSiM 0.3N45pP.3s 00.APPROVEp EOVP1) � p�J __ JCJ PAVINE( INGE MIS^.51ANEOVS C POi-NOLTOE .E.1 NC CEW'R OR WATER IINE$Q]NFlRM PREpIAM�' C� PIPE MA�PLANp pcpRi NRiH ENGINE�i ® 6AVFIITANp RENO cE'OSfINGAC PAW'IC-TOCVRJNE C 662 ALLJOIMS�BETALKa'=Au�ANO SANOE➢ _ o�� 9 CCNLTIll PL RAVING 0V LRIISHc ROOK N IJKE CNO IWI, 2 I pcagnm MW - uwm FUL^RUM 6/?9/16 ��` GOu ISheet 500 '( na, ODOd7r 5((,�7 Pla�n��,wN 6 of 14 - j2 '2� Y"W 5�`^ i REvlspns - '-`- �_ryiveu_ `E° f 2016 1 I . l'W4x 1i�I01 =..IIL' EUUF SU",- ne 50 LP BOULDERS "OUND SnZU=RE S Ef INFlLiRAPON PlA1VIEP P NOT EVE L SPREADER pa.s OvxaoR r" -O WASHED F1E`/AiION RIVEaZ Oe.c mans LEDIUu L�Yr1 SPRDAO']i OF4° 0 -• .00Paw. C PVr SL MIN=O. ARE. 0 J ARFM GRAIN - (5—e[ DETAIL VII-) aD4o / GROWING MEflWM: lHE GRDWING NmIVN SHNl u B6 01L MOU iOPSOIL MI%ED WS IM" E A A a_ A S1NDY sUBARON. SOILB-GRADE OR) LOAD MIXED NNPOS OR SWD/SOhJCOMPOS. Bi -IND 12" HICK R BE ROUGHLY ONE-THIRD CDMP05'. 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RIGID METAL PIPE STRAPS S D.G 3/1- -0' CRUBHED poo COMPACTED IN LIFTS AROUND TREATED POLE -U :UI ARM FeT= LUWTN- TPF. 3T.,T-r. J }FI u] NVe /PHO 0 A RE .I cCVDuG F� 11D` 'A lTIA- nE7YC2 AERO C.LG= iRAY SIC :.CHM 1:'/'_l£ 33217, AND E?LI^ED NEAR ,umll.AlF, A.?z) STR=T TYPICAL CUPS -SDE S+) El=A 11K LOCATION (UNDBRGROuND to _"-ETHILAL T&d_ATSiTTON — CTI`=' P017) COOPER. OR AL GROUND LUG- METAL CO(pER CON) GROUND ROD (B/H" x 10� CONDUIT stromas GALIV. GS IRON OR G GALV. STI COIx TO PDDR SOURCE— �TTro1TSTo RE MARI(ED (I�[\\ LSRONZE ILETrz HEGN7-1- MIN.) � GROUNDING ..^.AMP POLE HEGHT AS SHON ON PLAN .L_ _ 1_. G I 7 Dj1 =,r c GIRID. OF CABLE 4C PVC CONDUIT WMINAIRE HI 30' OR AD M.M ON PLANS DON➢MOOS RIGID ST CONDUIT EnCA Jd M IS i0 PTI UP POLE METAL MMOU17 TO BE BONDED TO GROUND ROD, NO PVC ALLOMED. °IN SOME C -S Bok MAY NOT B_ LO.:ATED IN PARANc STRIP X 10 rL (ROUND ROD I BONDED TO CONDUIT CbM)UND P ARRWND POLE DISCONNECT SY M. TYPICAL SETBACK EDE'WAIA,K LOCATION (VN7EPCROUND SERVICE on =f Po-T). -PIA'ai" ?OF- JNA �=LCPIDAPI' /� PGMr-s JPh W"NINAIRE -� WMINAIRE OC INLs pc_T/ge - -__. __ I ______3DNDING °J'G ON LUMINAIRE BONDING J _------------ RE AIRE OM I.`,R'n� \LUMINAIRE: TO PDDR SOURCE— 5-111T CONNECTIONS SHALL USE A AREA To UT1UT(( NEU`IRAL SILICON BRONZE SMUT BOI CONNECTOR TO MN WIRES B07H MECNANICAU_Y AND ELECTRICALLY WERE SUCES SNAIL R; MADE INC WG NOT MOISIURE PROOF USING HEAT SHRINK TUBING )LY-CCMPCISM, CR DOUBLE LA�u.ED (RUBBEr,/PLJ.snC) WINE POLE HEGHT AS SHON ON PLAN .L_ _ 1_. G I 7 Dj1 =,r c GIRID. OF CABLE 4C PVC CONDUIT WMINAIRE HI 30' OR AD M.M ON PLANS DON➢MOOS RIGID ST CONDUIT EnCA Jd M IS i0 PTI UP POLE METAL MMOU17 TO BE BONDED TO GROUND ROD, NO PVC ALLOMED. °IN SOME C -S Bok MAY NOT B_ LO.:ATED IN PARANc STRIP X 10 rL (ROUND ROD I BONDED TO CONDUIT CbM)UND P ARRWND POLE DISCONNECT SY M. TYPICAL SETBACK EDE'WAIA,K LOCATION (VN7EPCROUND SERVICE on =f Po-T). -PIA'ai" ?OF- JNA �=LCPIDAPI' /� PGMr-s JPh W"NINAIRE -� WMINAIRE OC INLs pc_T/ge - -__. __ I ______3DNDING °J'G ON LUMINAIRE BONDING J _------------ RE AIRE OM I.`,R'n� \LUMINAIRE: 5-111T `,�/, AREA To UT1UT(( NEU`IRAL mI LUMINAIRE MMBOPoCMG WG -- 12-2 + GI OF CARL;= 1 1 [ SOH. 40 PVC cONDUIr - THROUGH ERE 9aT Sfi2=T LIC -ITT LE NUTS, WASHERS, SUPPLY LINE III,, �D CURVES WA91E25 STP,AND VTC = AT SECONDARY GRADE ^ C NOTE AERIAL CABLE MAY BE IF MUST { I Q BE ATTACHED HERE IF TUOK dE TUOODS INTO CONDUIT NTOVS ND OVFr'.HFAO CLEARANCE !jl In FROM PRIMARY Is CH. 46 PVC CONDUIT - WMINAIP.E e • C ADEQUATE=A IN. MM FROM POfiP �/I HEIGHT 30' OR AS SHOWN ON PLANEQ (� o TO COMMUNICATION (ALic NAnYc METHOD: AERL,L CABLE MdY BE o W ATTACHED Il EYE BOLES y� AND SPRE A NEAR LUMINAIRE ARM) I v L d NO Sc]tWC DISMNN-07 I PL1TAGO' UNFfETiirD IN EERi CONNECT II qY LIGHTS.0 TS AERIAL CABLE /� U�).+ B c RIGID =F CONDUIT I FROM JS TO TS 10 F;. 1 s� UP POLE I�¢ "fHS3G;I TREATED 1 WK1 / D UTIRLRY Pd. IDG I Ljj uNcnaN Ba- I p� 1 OOMPACI-D �(= BUY AROUND POLE-NP7A�fIp�-OnDDnI-IL B/B' X 10 FT. GROUND RW -- BONDED TO CONDUIT € �'7r10J'\ F.Ucvc.` r 9 ✓2'9 3ceiv2i.:a f232 Dam o MM TYPICAL STREET TOC --LT ON UT -7-Z77 (S. U.B) POl 1 NETT LL TION ! Sheet fBEB�LwSNA�ON BOB umrY Pnl=c GGAL Um PERSONAL ONLY, ' 10 Of 14 0.EVISIDNS `NalOe,e NOTE MP.AYANG NOT TO SCALE ALL EY IQLSI BOLES, NUTS, AND WASHER'S 5NALL BE GALV. ! STE-1 UNI NDIED OTHERWISE, ALL iI sCREIIS STALL BE ) MIN DIA 1/4' NANNL— Sr WiO TE SQ GNI OR HEADS ALL 53ANN1RE HANGERS AND MATBI BEE C CNS BRONZES I tr } Y T \ � e Remo I i \) �V,,� �\ P o I / L ✓ 4 i �\\ r °a° j� TILL 107 I. F, i I 4 6 p, of 7 A- P X T R e471 scgL9 Y=zo' r. - LEGEND- �� Remove Tree 0 Tree tc Remain — Remoa al 109 T i v tiH� LOG➢ON ITYP) "\ Total Project Area = 39,815 si "\ Tree Removal Area = 16,047 sr o Impervious Area = 21,773 sr' i�l I 17 j'I rd 118 �l9(20 es, LLC F� �L I Remoa al 109 T i v tiH� LOG➢ON ITYP) "\ Total Project Area = 39,815 si "\ Tree Removal Area = 16,047 sr o Impervious Area = 21,773 sr' i�l I 17 j'I rd 118 �l9(20 es, LLC IJ SGt P GC an 7'Z 20-,& VICINITY MAP NARRATIVE THE AP.IICANT S PROPOSING TO REMOVE 29 of THE ON SITE TR :S IN .R PARA ION FOR THE SUBMITTAL AND APPROVAL OF CONSTRUCTION DOCUMENTS FOR AN ADDITIONAL SEVEN MANUFACTURED 40ME SPACES FOLLOWING APPROVAL BY THE LETT OF SPRINGFIELD PIANNNG DEPARTMENT UNDER CASE NUMBER PREIS 00044 (i7-02 3x-22 TL 00100) I PRJ15 00003 THE TREE REMOVAL CONTRACTOR IS PLANNING TO FALL TTS TRPS AND LOAD THEM ONTO ,DG TRUCKS OR REMOVAL EMAN E . FROM THE LOGGING SLASH WILL B OR WILL IN THE SAME MANNER AFTER LEGOOAD T TH. TREES. AN EXCAVATOR WILL DIG DIT THE RDD WAGS AND , LOAD THEM ONTO 'Ei SIGN FOR REMOVAL. TRUCKS WILL _I.W AND EXIT THE SITE VIA THE DESIGNATED LOG CONSTRUCTION ENTRANCESWH LLOCATED ALONG T HOTS NORTH STREET, BOTH LDG AND DEBRIS U � cB L, TR CK_ WH TRAVEL NORTH ON 58TH IT T AND THEN NEST ON HI 12E, c BEING TO 52N1 C LOG THE TREE REMOVALS WILL 9E PERFORMED UNDER THE SUPERVISION OF AN WHERE IT WILL TRAVEL O A 73IGN" D S L ILL HIGHWAY ER LOG EXPERIENCES LOGGING CONTRACTOR AND WILL B, CONSISTENT WITH STARE TRUCKS WILL TRAVEL TO A D SIGNATED SAN NIL ANS' THE DEBRIS TRUCKS STANDARDS. ALL WORK WILL BE IN ACCORDANCE WIT: -I METRO PLAIN POLICIES 'NILE TRAVEL TO A DESIGNATED DEPOSAL STIE. A STREET TREE PLAN WILL AND CITY ORDINANCE AND PROVISIONS AFFECTING THE ENVIRONMENTAL QUALITY RE INCLUDED IN ,THE CONSTRUCTION, . IAN SET FOR liE DEVELDPMENr. OF THE AREA, THIS .- THE P WN WILL ROTEC O' HOW T N HOTS, EROSION CONTROL NOTES AND TH[ LOCATION SPECIES, AND 01AMETEP. DF THE PECIFlCATIONS WILL BE PREPARED AS PART OF THE CONSTRUCTION DOCUMENT PROPOSED STREET TREES, ADDiIIONA' iY, AN EROSION AND SEDIMENTPAGRACE FOR BUILDING PERMRS AND CONSTRUCTION PRIOR TO ANY TREE CONTROL PLAN MUST BE APPROVED FOR THIS PROJECT. REMOVAL vL,ggTNG Or STREET TREED ALONG THE NEW STREET AND PLQOLNG OF LAWN OR THE REMAINING EXPOSES SOILS OF THE PROJECT SITE ARE PROPOSED. ADDITIONAL-LANTING OF LANDSCAPE GROUND COVER AND SHRUBS CAN BE EXPECTED BY THE FUTURE MANUFACTURED HOME SPACE RESIDENTS EX"I NGERIM_F1 R TREES WILL CONTINUE TO PROVIDE A WINDBREAK FOR THE PARK. ADDITIONAIY EROSION AND SEDIMENT CON71ROL MEASURES WILL FACNIAT SOIL RETENTION AND SOIL STABIJTY THE PROPOSED STORM NATER SYSTEM FOR THIS PROJECT WILL ADDRESS SURFACE WATER RUNOFF VOLUME AND `NATER QUALDY REQJIREMEMS, To MEET THE CITY OF SPRINGFIELD DESIGN STANDARDS, ALL TREE FEIJJNG AS PROPOSED WITHIN THIS ArPUCAT11ON WILL FOLLOW. THE GUIDELINES SET FORTH IN THE -1 ID GUIDE TO OREGON FDREST PRACTICES RULES AS APPLICABLF TO THIS SM AN EXPERIENCED LOGGING COMPANY SHALL PERFORM THE TREE FELLING AND C[ -FAN -UP, THE SITE IS ASSESSAB - FROM 58Ti ST., PROVIDING EFFICIENT TRANSPORTATION OF EQUIPMENT ONTO THE SITE WITHOUT DISTURBANCE OF NEARBY RESIDENTS THE ACCESS ROARS THROUGH THE PARK ARE ADEQUATE IN WIDTH TO PROVIDE SAFE TRANSPORT OF TRUCKS EQUIPMENT AND MATEPJAIS, WORK WILL BE PERFORMED BETWEEN DAYLIGHT HOURS 7 AM AND > PM GOLDEN OAKS MOBILE HOME PARK 1125 NORTH 58TH ST, aREn�R� SPRINGFIELD, OREGON 87478 7 Space Park Expansion�� i V�7a�' ODO'-VL $qL"i"e PV1A'\ Q.UJIOD y „QIi7 �t1i(,YG - civec: poj U W u- sor OWNER/DEVELOPER BRIAN FITTERER IPG 19772 MACARTHUR BLVD., SUCTE #109 IRVINE CA 92612 P4 (949) 440-2300 FAX (949) 4.40-232C LLC =.o. aox 22503 cUGENE ORSON, 37-05 (sAq 35g-ee5 NMw aF TGLF SC0IAISAOM oo H�-I-1s11nwG OWN BY FLY Sheat 11 of 14 I 0 �� 0 11 uoul A I u ' ea +s coPO IJ SGt P GC an 7'Z 20-,& VICINITY MAP NARRATIVE THE AP.IICANT S PROPOSING TO REMOVE 29 of THE ON SITE TR :S IN .R PARA ION FOR THE SUBMITTAL AND APPROVAL OF CONSTRUCTION DOCUMENTS FOR AN ADDITIONAL SEVEN MANUFACTURED 40ME SPACES FOLLOWING APPROVAL BY THE LETT OF SPRINGFIELD PIANNNG DEPARTMENT UNDER CASE NUMBER PREIS 00044 (i7-02 3x-22 TL 00100) I PRJ15 00003 THE TREE REMOVAL CONTRACTOR IS PLANNING TO FALL TTS TRPS AND LOAD THEM ONTO ,DG TRUCKS OR REMOVAL EMAN E . FROM THE LOGGING SLASH WILL B OR WILL IN THE SAME MANNER AFTER LEGOOAD T TH. TREES. AN EXCAVATOR WILL DIG DIT THE RDD WAGS AND , LOAD THEM ONTO 'Ei SIGN FOR REMOVAL. TRUCKS WILL _I.W AND EXIT THE SITE VIA THE DESIGNATED LOG CONSTRUCTION ENTRANCESWH LLOCATED ALONG T HOTS NORTH STREET, BOTH LDG AND DEBRIS U � cB L, TR CK_ WH TRAVEL NORTH ON 58TH IT T AND THEN NEST ON HI 12E, c BEING TO 52N1 C LOG THE TREE REMOVALS WILL 9E PERFORMED UNDER THE SUPERVISION OF AN WHERE IT WILL TRAVEL O A 73IGN" D S L ILL HIGHWAY ER LOG EXPERIENCES LOGGING CONTRACTOR AND WILL B, CONSISTENT WITH STARE TRUCKS WILL TRAVEL TO A D SIGNATED SAN NIL ANS' THE DEBRIS TRUCKS STANDARDS. ALL WORK WILL BE IN ACCORDANCE WIT: -I METRO PLAIN POLICIES 'NILE TRAVEL TO A DESIGNATED DEPOSAL STIE. A STREET TREE PLAN WILL AND CITY ORDINANCE AND PROVISIONS AFFECTING THE ENVIRONMENTAL QUALITY RE INCLUDED IN ,THE CONSTRUCTION, . IAN SET FOR liE DEVELDPMENr. OF THE AREA, THIS .- THE P WN WILL ROTEC O' HOW T N HOTS, EROSION CONTROL NOTES AND TH[ LOCATION SPECIES, AND 01AMETEP. DF THE PECIFlCATIONS WILL BE PREPARED AS PART OF THE CONSTRUCTION DOCUMENT PROPOSED STREET TREES, ADDiIIONA' iY, AN EROSION AND SEDIMENTPAGRACE FOR BUILDING PERMRS AND CONSTRUCTION PRIOR TO ANY TREE CONTROL PLAN MUST BE APPROVED FOR THIS PROJECT. REMOVAL vL,ggTNG Or STREET TREED ALONG THE NEW STREET AND PLQOLNG OF LAWN OR THE REMAINING EXPOSES SOILS OF THE PROJECT SITE ARE PROPOSED. ADDITIONAL-LANTING OF LANDSCAPE GROUND COVER AND SHRUBS CAN BE EXPECTED BY THE FUTURE MANUFACTURED HOME SPACE RESIDENTS EX"I NGERIM_F1 R TREES WILL CONTINUE TO PROVIDE A WINDBREAK FOR THE PARK. ADDITIONAIY EROSION AND SEDIMENT CON71ROL MEASURES WILL FACNIAT SOIL RETENTION AND SOIL STABIJTY THE PROPOSED STORM NATER SYSTEM FOR THIS PROJECT WILL ADDRESS SURFACE WATER RUNOFF VOLUME AND `NATER QUALDY REQJIREMEMS, To MEET THE CITY OF SPRINGFIELD DESIGN STANDARDS, ALL TREE FEIJJNG AS PROPOSED WITHIN THIS ArPUCAT11ON WILL FOLLOW. THE GUIDELINES SET FORTH IN THE -1 ID GUIDE TO OREGON FDREST PRACTICES RULES AS APPLICABLF TO THIS SM AN EXPERIENCED LOGGING COMPANY SHALL PERFORM THE TREE FELLING AND C[ -FAN -UP, THE SITE IS ASSESSAB - FROM 58Ti ST., PROVIDING EFFICIENT TRANSPORTATION OF EQUIPMENT ONTO THE SITE WITHOUT DISTURBANCE OF NEARBY RESIDENTS THE ACCESS ROARS THROUGH THE PARK ARE ADEQUATE IN WIDTH TO PROVIDE SAFE TRANSPORT OF TRUCKS EQUIPMENT AND MATEPJAIS, WORK WILL BE PERFORMED BETWEEN DAYLIGHT HOURS 7 AM AND > PM GOLDEN OAKS MOBILE HOME PARK 1125 NORTH 58TH ST, aREn�R� SPRINGFIELD, OREGON 87478 7 Space Park Expansion�� i V�7a�' ODO'-VL $qL"i"e PV1A'\ Q.UJIOD y „QIi7 �t1i(,YG - civec: poj U W u- sor OWNER/DEVELOPER BRIAN FITTERER IPG 19772 MACARTHUR BLVD., SUCTE #109 IRVINE CA 92612 P4 (949) 440-2300 FAX (949) 4.40-232C LLC =.o. aox 22503 cUGENE ORSON, 37-05 (sAq 35g-ee5 NMw aF TGLF SC0IAISAOM oo H�-I-1s11nwG OWN BY FLY Sheat 11 of 14 - t , �S r M1 SPRINKLERS (D - x , CV� �.. i LEVEL v ."gym:: SPREADER / \� ij n a TO SOLENOID VALVES AND SPRINKLER'S BACKFLOW PREVENEVEIVTER w � c ., / � E o s o GATE VALVE �� OVERFLOW SEE AREA DRAIN DETAIL THIS SHEET t WATER LINE \\ TO PSN ER / SLEEVE FOR POWER inr'itUation PlanteI �e-ail ;=rZ;:f Mn New CherryTragi V\ �J New Grass Y I<7 5016 Rock Rock Spillway nc Snowbrush Water Foxtail q= Needle Spike Rush California Oatgass 0 Kinnickinnick To �IIJ N 40PE. p P FF., Pr tlr N LE AREA DRAIN vl --- - - - - - 1 - Y - ` I i r � rI i; 11 SPRINKLERS "`/ xxre_wnr SLEEVE FOR _ - /' POWER. WATER LINE 'T TO PLANTER 110 ! t- iba Js ^ ad- .. DRItVAr -_ s 107 \y i_- f .. 1 -... z r I IRRIGATION CONTROL PANEL AT MANAGERS OFFICE a rade r rvore sur rc ae New Maple Tree .w:rvl.ee :c m IF IFCM�RF New Cherry Tree f➢UPUY rn. IN: 1yypp I ✓r �Ix1Axa I 1 � Lzar- xo. /nL stAl¢ ae Eouu �-r � D -o [' Oo, I]_oF I'} p f -' @➢FSE SEP O1 23fh To �IIJ N 40PE. p P FF., Pr tlr N LE AREA DRAIN vl --- - - - - - 1 - Y - ` I i r � rI i; 11 SPRINKLERS "`/ xxre_wnr SLEEVE FOR _ - /' POWER. WATER LINE 'T TO PLANTER 110 ! t- iba Js ^ ad- .. DRItVAr -_ s 107 \y i_- f .. 1 -... z r I IRRIGATION CONTROL PANEL AT MANAGERS OFFICE a rade r -'i0 3-Tn b (5- m ID -cm) Lye, If -inch 12emwe'rornniners, IeIT¢¢�1LZgs wL3llllQ:%[t._ ,.;LEGEND New Maple Tree New Cherry Tree Q New Grass -'i0 3-Tn b (5- m ID -cm) Lye, If -inch 12emwe'rornniners, IeIT¢¢�1LZgs wL3llllQ:%[t._ F1 I" �DpN D/F74N aogV - Q SLk Pia -,7 Rzwa) �-r � D -o [' Oo, I]_oF I'} p f -' @➢FSE SEP O1 23fh Shrub Planting Detail -'i0 3-Tn b (5- m ID -cm) Lye, If -inch 12emwe'rornniners, IeIT¢¢�1LZgs wL3llllQ:%[t._ 1: o nN�r3 -d.roaR ori poonoe ., al . v lox 11 xcdsnIdi b 1 w1, d f 5 —F.7 1 c -b ai x 1 - 1e61a1 rd b0 SInd U Cc of A'cc.R d Fc 5 plc e ba .S f p ®6 Fd rrsr within d. f de f d lc wriFm tb einda by W Q Stare U. Cc" Bo sdlb 'ded M.1do 'dev of cumin Ybauioe bsu waorotherwu® d—,.-dw b ,.,I-� -a-h sed I.L ` F1 I" �DpN D/F74N aogV - Q SLk Pia -,7 Rzwa) � D -o [' Oo, I]_oF I'} S SEP O1 23fh Zs I 1: o nN�r3 -d.roaR ori poonoe ., al . v lox 11 xcdsnIdi b 1 w1, d f 5 —F.7 1 c -b ai x 1 - 1e61a1 rd b0 SInd U Cc of A'cc.R d Fc 5 plc e ba .S f p ®6 Fd rrsr within d. f de f d lc wriFm tb einda by W Q Stare U. Cc" Bo sdlb 'ded M.1do 'dev of cumin Ybauioe bsu waorotherwu® d—,.-dw b ,.,I-� -a-h sed I.L ` F1 I" �DpN D/F74N aogV - Q SLk Pia -,7 Rzwa) � D -o [' Oo, I]_oF I'} SEP O1 23fh Use two. Ep"zrz , fi=6L r,.l�kmgir necesar firer tbauld be prac^c an {hc G�wex 6alF�zfie 7r-ard ¢lLnv� tram �ibvereen_E. m 5 m) G-atL}tack bactt�471• tom u-rzg w¢./ir,-:e teGferuil - F m . ,.r iOtC]IQ'J/P i00T bIILC MmmwSee ball on jerm£r P wL-d ,"fir. rr✓er.: m+ttGna: Tree Planting Detail 0 Sheet 12 Of 14 — _ ou.. rrrvce SOIL TYPE 25 - CHAPMAN-URBAN LAND COMPLEX zcomAA,E,ns,.meo ;e i�mimrt+c ��a vele.:,.-m,.rsx.cr-w s+e�;.n> a.e...,s=eoezeoru:a . ucmrLc,s�nz AB>N.rx. eerrx"a:w..�reow-w.Noow.x,mNsw.waF=, a. uuw.norvam _ �� eI'D .: ,r -Ezw"-—oxm.rn.zmzx+.EBEwea "B,—., BIBLEUBZI.r- ]i BP—UNUe:uz - veu "r.�rnnex nu BEEN r.eiuuo.ED, ...BE.-:,..AAN. m LAAA...n zxnu E. 11INN. ow �1 7 D ED I DALE .11 RE TUE R0.1 Au FAVIEowo.Exu.,I IEF sV ENBE vBBLD I poaUr �e Ic 1E PE `II nsux�uu_ wicxra' w vs AREAIL �9 .N:EPw oEs=nEmooisa[ogs A-UDDA -WlI"—`A. BE"BAABron, ow Pusnc mrExme 1..ii�N EE-ncx.TRu - n S,anmwNAEUR.0 REO 10 No mm axc.N Owm NEN MR xo�a. SEDBI ENT L1nENwADER viLLNor BE auo,ro.o_Nnx mz ETER mm gws,x BLEILEARAIunzn.wEeuBm LEALI DI Ax-1Bl RUB .-'ruozNw„ LMOVE .n .11.1 wmx.�urnoN sir_ UNDER ALL wG?xm mngBONL ENALLBE naNrNxzn.,ALL BABEL ox,r:©Nz,,ornoN NUE BET MAN—ENExr Exosinx.x.aas NDNBEAEDBDUESURETENMvwr_aNa,owwrowar<wr_.IUBNBeArNETmKNAERFUEL'zxzsrw.oc eeu:Eex nsxuEwEn_rzwmoNro kD;— j ,U.NLUEr Nexeas ouwwc.xsew.s—D I..'Lse-ABELIRLM ouwwcmewBz..ssoimi000Bzw.ro.awiE�;oi.No o. u�aII.EBN NEux 1—BALLIBEREzwNxc ova>cn wvrv., sr iNEei reoneisaEg1BUUIU j an.ozvz 1 Tyr�i � i:tiJ V. 51� P�VI� FJN�DirJ Sheet i 13 G'T 1- I I c IJ I� II J qg� SEDIMENTATION CONTROL FABRIC TYPE SILT pENCEa CAP D res j.a't L EROSION CONTROL STANDARD N 1 , GATCH BASIN INSERT BAG .,. App+vval of this Erosion and Sedhnenmtion Contra! Plan (SSCP) does not cnvsfiMe an approval of t. Any areas of expesed soils, including roadway embankments, drarwill nor be diamtbed'ior two days permanent road or drainage design (e.., size and I.Ordon of roads, tones, radiants, cherstels, during the wet season (Ocmber 1 m April 30) or seven days during the dry season No), 1 m rete dim, facilities, utilities, as ). September 30) shall be immediately stabilized with an appmved ESC method (seeding L malclring E. Approval of tins ESOP does not miteve the permit holder and or the canorrui from all other with straw, bark, compost, or plastic covering, etc.). perdruding mquuemants. Prior an begienmg wnanuctlon ac¢vities, all other nesessary appmvinsshall n. A_ Suppty of materials neeeasary to meet compliance and implement the LDAP or o`,her best be nbsined, management amnion pracb.S trader all weather sandiness ab -11 be maintained at all times as, he C. An ipspecdnu oftbe erasion contra[ mensmu by Ciry LDAP staff's required prior te any sidand cons[mntioa site, disna6anee on the site. L. No harerdous s fhssnces, such as paints, rudders, fuels add other chemicals shall be released oats the D. The erosion and sediment control measm'es shown an the plan are The minimum requirements for site, adjacent properties, or into water features, the City's storm water sysred, Or mu,, namml anticipated site conditions. During the m savcdon period, these meaam s sball be upgraded as needed resources. for uneap.emli storm events and to eisidam drat seeinus sit and sediment -laden wsmr does not lave the M Stew[ sw�,ping shall be vedormed ss needed or when direcied by the City inspector s ensure psblic sue. right -o{ -ways am kept clean and free of debris. Sheet fiusild gin pmtubited E. The imptnmeusdon of the ESQ and the cosshpctioq mmnvoiss e, repeument and up_� fi., of the N. When ¢sicking saysated Soils from the site, either water -tight mucks shall be used or toads shall be emsion and sediment coenol measures is the responsibility of the permit bolder and or the comracmr drained on site until dripping has been reduced to no mare teas one gallon per hour. Sedimenr laden until Ell construction is completed and accepted by the City and vegetationbralseapia_e is established wavy will not be allowed m enter the smCn water system per flue mounted wasanty period O. Exhacmd gEmdnd W-mr from excavated tranches sbaL be disposed of in a suitable mariner withaut F. In the event the ESC facilities identified on the ESQ am not functia dog.prooerly, the ectaide oris damage m adiaceni property, public swam water system, water faaues, add minted natural ms err O responsible for immediately implemeutmg changes m the ESQ as dueensi by the ESQ engiven, or Approval of a dewalu d ie system does not guarantee tud, it will meet compliance or be acemnabie for his inspector. The engisees, his inspsemr or the City may ado all consimetion acvvity on site until the use in all situations. Mcaubrodoas to the dewatering system will be remmed if compliance can not be erosion problem is cmrect^d and all ESC facilities ars functioning properly. Ifthe cuva ado, does not user. Af no time will sedimevt laden water be allowed to leave the co,shndurn sine. immediturty imnlemeat changes m the ESCP idesn6ed by the ESQ engineer or his inspere , the City P ?s no dMO shall mare than one foot of sediment be allowed io acesmulan, within a ramp basin AR may implement the necessary changes and require payment from the contractor prior to project Grab basis and cdain yesce lines shall be cleaned prior in paving. 1Tre clanging operation shat not ac:spvnce by the City. flush sediment laden water rote the dowast=u n system. G. The bolmdaries of the clearing limns shown oa this Slav anal[ be cleatly Bagged iv We Leld by the Q. Any required stabilized Conatmcdea MroneSes androads shall be installed the beginning of eaginecpnor ro consmretiom Dating the eovsauedon period, rip disnubance beyond the Bagged coos Mo. and maintained for the duration of the project Additidual measures, Such as wash rads, clearing!unit shall be permitted. The flagging shall be maintained by the permit holder and car the May be required m ensure that au paved areas are kept miam for the enation of the prefect cvnnacmr for the duration of comsauction. P- Any permanent Low Control facfihy used as a temporuy settling resinSualL be modified arida the F_ The erasion and sediment ventral measures on active sites shall be inanersed Said maintained daily and sefessary erasion control measumS and shat provide adequare stmage capacity. within the r4 horns after a,• Strom evem of greater tbm U inches of din per 24 herr period S. Wbere shave mulch for temporary erosion cormol is required it sha11 be aovild, at a minimton Nreasams shall be iospemed by the remit hold&- and or the canttacmr aft- eachminiall and az least toudates, eftwo to three inches daffy during p-mnged.wdL. AdY requssed rapaus or adjusments shall be made immediamly. rm T. m ru pa -atisn of the wer swans, all disturbed areas shall be mviewed W idea¢ry_Fmeh ones cm be erasion and sediment control measures gin inaearve sirs shall be inapre:d amirimum of once every Seeded m preparation for the wiener mins, A sketch map of those areas m be seeded add those areas in two (2) weeks or within 48 hoots following a storm event written remoras shall be kers ofwed-117remain sumvered shall be submitted to the City by September 15. The City rdd anyone secdmn of tnows of the ESC facilities during the war season (Dnmher 1 m April 3() and df montinly reviews additional arras in orderm pmt& -t esu®ce waters, adjaced nrop^�ties, of draimrge sciii¢es, Disturbed �M1";� the dry season (Meryl to September 30). meas ide®ed for seeding shall be seeded nriar to the heansining of the we, season (Octoha 1). L All Stasi. and sediment content measures shall be pros^„md foam damage at all rimes. Cmmal measln-s shall r„mam in plat bull pe ®anent or tesavoary re -vegetation her beer ambibsed. An, oasme Haar is damaged or desvoyed Shall be repaired or replaced imme=rely, Y v r, Imo. ws,CL IL:Ili, r" ru, PNL J G• .ISn'F �"e_ir 1 1 I I NOTES: a A CONpmONTV.T WILL PREV9YFTRgfI(ING OR FLOVNNG Oi aonaM a-1La1O RIC r-0FWAYS TEAS IMY aninaE TOP pREfsWG RE?AIRPNp-0R CLAN OM OF ANY MESGLM=. t). TaT SEOIM . i "HEN an"OuNARV,4YHFra in, aE.1un PRI,nro QnggNCE ON,,, PIIDuc"On",' Wqr. WHEN W4SHING la nierdeur, I.R , GONE ON ANAREPSTgaN3S WIRI CNNSHm GTONE nH`.PMNs so ANMpROVm Snu I an"r OR N6,auz r..IN. 4 WHc7i. 0 -Sr C°NrAINING SF res NUWFF, a .H AN6h1E5 &—VIA THE CONNTRpfrION-_T•rggNCE.-uiH-v—( MEPNOrl4 NHALLaEIMPLEMQTO TO OIVE3rgpNOc THROIIGHPNApPROYc"O PILiE-'.r1.Ns a. OIMJJNIONs SNY NG6rING 2e . 2PL°'IM pE O'O_-'y- OF?j"MINaN CL'gN R°GC faMMN CInL PLO Ga:'20'WIpE3d'CLFAN ROCI(, ROP, lI RMEF INRra.nON GOVHiNING xl Hoboy IMygrOulan GEOrnnLEFAapic is ON nrOI-N CRIERIA SE PgEVc![rsu6SOILFUMPING CHAPIEt 4 IF CLAN Wghi SEMCES EA,90N PRDVa ON CONSTRUCTION ENTRANCEwo SMIMEM co ra PIANMNG ANp MrNnt MsNLA FlI Lip "`Ptahp-0S:}"L S1..° ILw ("Md, pnar n',L,tinGi 7V4 NOTMm' 11 uTpllw�Raemm'v'nq: FT easlwc Fl.mm3 C-EMEFRAL NOTES - sera a, oma. ran pater w vmMc avlw,r ¢ rg N, w-. IST .+ser_ sate Ixvmwc reK.n>r>r wawlows OFTss `c°a ni Dsrs avows (nay i s_.e not .1 SE ..I, xeelL•m ural .w 'oNurT. w PVSo°mlv3tl�a0. aGulV�➢Ila, win saww. aim 7 T F.° UiSLT' LOCATIONS ARE AFPR0.N1W c DO NOT, SCALE OR LOCA-, UrrLlTY LN' OR MANS FROM THESE DRAWMGS CALL FOR DTILr1YLOCA BYt or (idD6332-T349) �E OO CZIR SHALL HE RESPONSIBLE FOR DETER6IWNG UT(LITYLr)CATIONS PRIOR TO SEWNNMG OF CONSTRUCTION THESE P�- MAY NOT SNOW ALL rll2RfS-OF, i FIE CORRECT LOCATIONS acrd S.,OdiL `i— Sheet 14 of 14