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Construction Plans 8-7-07 F aisle!) F ark F arking Lot Addition Chanhassen, Minnesota DRAWING INDEX MCGLYNN DRIVE CO.1 C1.1 C2.1 C3.1 C4.1 C5.1 C5.2 CS.3 COVER SHEET EXISTING CONDmONS PLAN SITE LAYOUT PLAN GRADING & EROSION CONTROL PLAN LmLlTY PLAN CIVIL DETAILS CIVIL DETAILS CML DETAILS CITY CITY OF CHANHASSEN noo MARKET BOULEVARD CHANHASSEN, MN 55317 PH: 952.227.1100 FX: 952.227.1110 CITY OF CHANHASSEN RECEIVED OWNERlDEVELOPER PAISLEY PARK ENTERPRISES 7801 AUDOBON DRIVE CHANHASSEN, MN 55317 AUG 0 8 2007 ENGINEER PROTERRA DESIGN ASSOCIATES, INC. GREGORY D. MORIS 7200 HUDSON BLVD., SUITE 110 OAKDAlE, MN 55128 PH: 651.739.8131 FX: 651.739.0846 CHANHASSEN PLANNING DEPT SURVEYOR ADVANCE SURVEYING & ENGINEERING CO. JAMES PARKER 5300 s. COUNTY ROAD 101 MINNETONKA, MN 55345 PH: 952.474.7964 FX: 952.401.1375 o-\~~ttHtO (;".' " .. !.'.: S (I ~ LGG 1 OtrtrHtt1tO , . ,. ~ ~ ~ 'r:~'- .."~" . s~~::.'~~..-_. ~ VICINITY MAP ~ o o ~ tI) o ,Po. . 0 p:: Po. EXISTING DAY CARE CENTER LEGEND ~ ~ Z o ~ ~ o ~ EXISTING pp 0 ::: POWER POLE @ = SEPTIC .- '" HYDRANT .. 0 = STORM SEWER LlANHOlE El '" CATCH BASIN l><l = DENOTES GATE VAlVE '" [Q] = CENOTES TB.EPHONE BOX CS> :: SANITARY SEWER UANHOlE -:. -HYDRANT . :: SlOlW SEWER MANHOLE ~ :: CATCH BASIN M ". DENOTES GATE VALVE PROPOSED -O_WTIoI_ = CENOTES WATERLINE -1- '" DENOTES WATER liNE -(H.,l,It- '" DENOTES SANITARY SEWER LINE -..- '" DENOTES SANITARY SE\YER UNE L I -O-STIl- '" DENOTES STORN SEWER UNE -..,- = DENOTES STORM SEWER UNE '----"'''''J..__' '" EXISTING 'Z CONTOUR ...........,~ :: PROPOSED 2' CONTOUR "'--""J......''' EXISTING 10' CONTOUR ......-..~ '" PROPOSED 10'CONTOUR ----- COULTER ROAD PREPAREO FOR: ~ '" ~ r-- ~~1:1 ~~~ ~Q::E ::.t:Z . ~OZ <~~ 1><0'" >-Q~ ~~~ "'..... ......0 ~~u REGISTRATION: I hereby certify that this plan. specification. or report was prepared by me or under my direct supel'\'ision. and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. - GREGORY O. MORIS TJI...:I..,,*-1WRe 08.07.07 - 26922 ...~ ~ " . ~ ~ ~ o ~ ~ f i ~ E 8 . i u Ili~ ~ ::~ I ::l ~ U e 1 = ii z " i REVlSIONS: No.: on. '"'"' -- -- -- -- -- -- -- -- -- -- Z 0 """'" ~ """'" 0 ~~ t' ~bg;~ p..~~~ ~ ;><dz . ~ p Zoz I ~g~~ CI) ~U') g~ t:t: I <~~~ ~ g: 1p..p..[:'2ul 0 u Pro;ectNo. 07049 DrwwnBy. MLS Checked By. AAK -, 08,07.07 .-- CO.l ------ GENERAL NOTES MCGLYNN DRIVE 1. COOTRACTOR SHAI.1 COOTACT -GOPHER STAl[ OOE CAI.1~. TWO BUSINESS DAYS PRIOR TO EXCAVATION ANO/OR CONSTRUCTION, FOR UTlUT'r' lOCATlOOS. TWIN ClTIES ~E1RO AREA: 651.454.0002; TOU-fREE: 800.252.1166; OR ON-UNE AT: WWW.GOPHERSTATEONECALLORG 2. THE SHOWN lOCATION Of EXISTING UNDERGROUND UllllTIES IS AN APPROXIMATE lOCATIOO ONLY AND HAY[ NOT BEEN INDEPENDENTlY \ffilFlED. mE EXACT LOCATION Of All UTIUTlES ~UST BE y[RIFlED PRIOR TO COt.II.IENONG WORK. CONTRACTOR SHAU fiELD \{RIFY THE lOCATIONS AND ELEVATIONS Of EXISTING UTlUTlES AND TOPOGRAPHIC fEATURES PRIOR TO START Of SITE EXCAVATION. mE CONTRACTOR SHAllIWIiIEDIATElY NOTIFY THE PROJECT [NGlNEER ~ ANY OI5rn[PANCI[S OR VARIA TlONS fR(),l PlAN. J. THE CONTRACTOR AGREES TO BE FUllY RESPONSIBlE fOR ANY AND All DAMAGES VIHIOi l.lIQiT BE OCCASIONED BY THE FAILURE Of THE CONTRACTOR TO [XACTlY lOCATE AND PRESERVE: ANY AND All UNDERGROUND UTILITIES. .. EXlST1NG SURVEY INfORMATlON PROVIDED 8Y ADVANCE SUR'w'EY a: ENGINEERING co.. EXIST1NG TOPOGRAPHIC INfQRl.lAT1QN PROVIDED BY ADVANCE SURVEY &: ENGINEERING CO... PROTERRA DESIGN ASSOCIATES, INC. SHAlL NOT BE RESPONSIBlE fOR THE ACCURACY a:- INfORI.4AT10N PROVIDED BY ADVANCE SURv[Y ok ENGINEERING CO. CONCERNING EXlST1NG INFORI.4A TlON. 5. AI.1 WATERIAlS TO BE RE!.lOVEO SHAll BE DISPOSED Cff BY COOTRACTOR C1" SITE IN ACCORDANCE '*ITH STATE. LOCAl AND FEDERAl REGULATIONS. 6. All CONSTRUCTION SHALl CONfORt.I TO THE waST CURRENT EDmaN OF THE MINNESOTA OEPARTWENT OF TRANSPORTATION "STANDARD SPECIFlCATION FOR CONSTRUCTION". 7. CARE !.lUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY WONUI.4ENTS AND/OR PROPERTY IRONS. 8. PUBLIC WORKS PERWIT APPLICATION FOR WORK WITHIN RO.W IS REOUIRED PRIOR TO RElrdOVAl. OR INSTALlATION or CONCRffi DRIVEWAY AND CURB, INSTAlLATION Of SlOEWAlK/BlKEPATH, OR OTHER WORK WITHIN THE PUBUC RO.W. 9. COOTRACTOR SHAll BE RESPCl'iS1BLf F~ All HORIZONTAL AND 'w'[RTlCAl C~TRCl. OOCE THE AlIGNWENT HAS BEEN ESTABUSHEO IN THE FlELD BY THE SURI,{YQR.. mE TIME AND WATERIAlS COST INVOlVED TO REPLACI: THE ABOI,{ SITE SURVEY CONTROl WIll BE THE RESPONSlBIUTY OF mE COOTRACTOR 10. ALL CURB AND GUffiR SHAll BE CONCRETE B612 UNLESS OTHERWISE SPECIFlEO (SEE DETAIL). 11. All OII.4ENSlONS TO rACE or CURB UNlESS OTHERWISE SPECIFlEO. 12 'lmITTtN Ot~ENSlONS SHAll PREVAIL OVER SCAlID OIMENSIOOS. PROPOSED C~CRETE DRI~ APR~ AND PEDESTRIAN RAi,lPS R20.00 RJ!..OO_ \- PROPOSED 6' CONCRETE SIDEWAlK PER OTY DETAIL ~ ~ EXISTING DAY PROPOSED 8612 CONCRETE CARE CENTER Cl OJRB. SEE on DETAil PlJ.][ g en. 0 p... g p... I 6.00 I 7.'" \ ~ 30.00 ~ 49.00 ~ &82 22.00 " 126.00 ,; RS.OO ~ 8 R4.38 R4.38 @ ~ l'i R5.\3 R5.1J .. R5.13 R5.13 ::> '6.00 , 26.00 I ~ I~ @ R8.50 " ROB R4.38 '\, " R5.1J 3i2J @ ROB R4.38 R5.13 30.00 28 <\ 0; @ R5.1J R5.1JR5.13 GENERAL NOTES GROSS SllE AREA: COVERED BY MBS 6: 81lUWlNOI./S PARKING STAUS 9 X 18 HANDICAP STAll.S 1J.5 X 18 103,518 SQ. n. 79.957 SQ. fT. 153 . 8 20.\0 30.00 8 S 8 S COULTER ROAD PRELIMINARY FOR REVIEW ONLY O' 40' ,-...-- 80' PREPARED FOR: [g tI] ;l r-- ~g;~ ~;lz tIlO;:E ~z . ~Oz ~tIl tI] p..O~ ><0::[: ~~3 cn.....:i: ~~u REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am 8 duly licensed Professional Engineer under the laws of the state of Minnesota. - GREGORY D. MORIS TK*I"~_ 08.07.07 ""' 26922 *'11-""- ~ ~ I ~ i ! s ~ ~ !1 ~ ~ ~ ~ ~ f ~ ! ~ e m ~ I 5 ~ i ~ ~ ~ ~ ;; ~ 0 ~ ~~ ;j:ll zz ~::i. g~ "~ ~o REVISIONS: No.: _. -- -- -- -- -- -- -- -- -- -- Z 0 I--l ~ I--l Cl ~ ~g~~ j p... ~Oo~ ~ p ~ Z~ z. 0 I ~~8i j :t'-) ;:J l< ~ ~ l~~~ tI) ~ ~ 2 ~ ffi ~ ~ ~ ~ ~ 120' ~ I e G Pro;.ctNo: 07049 an.wn By. MLS ChllckedBy. AAK Oatil: 08.07.07 ~ -- C2.1 \ \ \ \ :;;~ , , , , , I / ! ( " , -<j1V ./ / LEGEND EXISTING (S) "" SANITARY SEWER ~ANHOL[ .... .... - HYDRANT t>--<J [X]pp "" GATE VAlVE o . PO\\rn POLE ~ ..1lliPH().lE BOX @ E STOR~ S[W(R UANHOLE w "" STORM SEWER CA lCH BASIN [> "" FlARED END SECTl(>>t -H-:;Mi~ '" SANlTARY SEYt(R LINE -0.-"''71,1- '" WAlER UNE -EX-ST~- "" STQRt.I SEWER UNE ""-"')''?"j....-/ =2'COOTOOR ....-"'<J..._.... "" 10' CONTOUR / / / ./ ././ ./~ / ' ./ ! \ , -.;' If @ ~ H ,I, H . iil . ~ C> -~- -1- -~~- --968_ tf r\'\J/ II MCGLYNN DRIVE \ PROPOSED .., SANITARY SE'M:R W"NHOLI _ H'r'DRANT '" GATE VAlVE . lIT ;; BEND '" STORt.! SED IrtI.ANHOLE = STORtr.l SEO CATCH BASIN = STQRt.l $EO WEIR "" fLARED [NO SECTl~ = FlARED END $ECllON wI RIPRAP = SANITARY SEv.rR UNE - WATER UNE = 51001.1 SEVI[R UNE ,...--.,..?~ = 2' COOTOUR .......--,...?~ = 10' CONTOUR 986, ~L \ \ \ 969.72TC 966.mc ROCK CO'ISlRUCTlON ENTRANCE PER an \ DETAlL \ " " , , " __ _~10 " I \ \ I ! I --- U II I \': / ---------, "- " , EXISTING DAY CARE CENTER -- --....., , , '. " , '" ! , I , I ! I I , I i i I I i i I I i I I I \ , I I i J , ! 9BO 0;' c; COULTER ROAD !'l! '" 1\ 1\ I \\ I II \ \, II I ~ i ! I ~ ~ 5 @5 ~ NOlE; 'WITHIN 2 VIE[J<S Of CQI,lFUTlON or SITE GRADING, Ta:>SOIl ~AI.l BE SPREAD 0'1 All. OISlURBED AREAS (F THE SITE EXa.UOING ROADWAYS. SEED ALL AREAS PER THE SVlWP PlAN. NOlE.: All PROPOSED STREET CCJ.lSlRUCTl~ Sl-iALL BE COl.IPlfTrD USING APPROvrn Ir,IA TERIAlS, Ir,IETHOOS Cf" PLACDlENT AND TESTING AS REQUIRED BY ALL GOVERNING SPEClFlCATlOOS or Tl-E CITY or OlANHASSEN AND THE STATE OF WINNESOTA DEPARTl.lENT (J" TRANSPlJlTATlOO. Ii GENERAL NOTES 1. CONTRACTOO SHAll CONTACT 'COPHER STATE ONE CAlL", T'fK) BUSINESS DAYS PRlOO TO [XCAVATI(}l ANO/OO CONSTRUCTION, FOR UTlUTY lOCATIONS, 'PMN CITIES Ir,IErRO AREA.; 651.454.0002; Ta.l-FR([; BOO.252.1166; 00 ON-UNE AT: 'A'W'N.GQPHERSTA TE(}lECAlLOOG 2. THE SHOIm LOCATION or EXISTING UNDERrnOOND UTILITIES IS AN APPROXlIr,IATE LOCATION ONLY AND HAVE NOT BEIN IND[P(N[)[NTlY VERIFIED. THE EXACT LOCATION C1' ALl UTIUTlES "'UST BE VERlFlED PRIOO TO CQl,ll.lENClNG WOOK. CCWTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ElEVATIONS Cf EXISTING UTIUTIES AND TOPCX>RAPHC F[AruRES PRIOR TO START OF SITE EXCAVATION. THE CONTR"CTOR SHALL J"'I.IEDI"TUY NOTIfY THE PRO.[CT [NGlNEER (f" ANY DISCREPANCIES OR VARI"nONS FROW PlAN. J. THE CONTRACTOR "GREIS TO El( FUllY RESPONSIBLE Foo ANY AND ALL DAWAGES WHICH Ir,IIGHT BE OCCASIONED BY THE fAlLURE or THE CONlRACToo TO EXACTlY lOCATE AND PRESERVE ANY AND All. UNDERGROUND UTlUllES. 4. EXISTING SURVEY INfOOI.lAll~ PRO'w'lOCD BY ADVANcr SURVEY a: ENGINEERING CO.. EXISTING TCf'OGRAPHIC INfORMATION PROWlED BY ADVANCE SURVEY ,t: ENGINEERING CO.. PROTERRA DESIGN ASSOCIA1(S, INC. SHAll NOT BE RESPONSIBlE fOR THE ACCURACY OF INfORWATlON PRO'w'lOCO BY ADVANCE SURIJEY a: DlGlNEERING co. CONC[RNING EXlSTNG INfORWAllON. GRADING NOTES 1. SUITABLE ffiAQING WA'lERIAL SHAll CONSIST Cf" All. SOIL ENCCllNTrnED ON THE sm: WITH EXCEPTION or T~L. DEBRIS, ooGANIC WAT[RlAL AND OTHER UNSTABLE WATERI"L 2. SUBGRADE EXCAVATI~ SHALL BE BACKFllllD IMUEQIATUY AFl'ER EXCAVATlOO TO HELP (JfSET ANY STABILITY PR08l.filS DUE TO WATER s[EPAGE OR STEEP $LG'E5. 'M-1EN PlACING NEW SURfACE WAITRIAL AOJACENT TO EXISTING PAV[lJENT OR CONCRETE CURS, lHE EXCAVAllON SHALL BE BACKfiLLED PRCJ,lPTlY TO AVOID UNDERIrIINING (J' lHE EXISTING PAVEJ.lENT OR CONCRETE CURB. 3. CONTRACTM SHAll INSTAll ALL EROSl~ CONlROL WEASURES AS PER NP()[S .I: WPCA GUlDElNES. PRIOR TO COt.l.WENCEl,([NT Cf GRADING C1'ERAl1ONS AND WAlNTAlN UNllL ALL AREAS ALTERED ON THE SHE HAVE BEEN RESTORED. 4. CONTRACTOR SHAll PLACE EROSI(l.l CONTRQ NEAS.!RES ARaJND All. CATOl BASINS, RITSTABUSH GROOND COVER AS SOON AS POSSIBlE BUT AT A NINIWUW OF TWO 'll([KS AmR GRADING, AS CONDlllONS PERNIT, WITH SOO OR ~G AND EResON CONTROl. BlANKET PIN ANOlORrn AS PER SUPPlIERS REQUlREMENT5. 5. CONSTRUCl1!)'ol ENTRANCES SHAlL BE SURfACED AND REPLACED AS NEEDED WllH 1-1/2. Q.fAR ROCK ACROSS FULL WlDlH, FROt.l ENTRANCE POINT TO flffi FIET 'tIlTHIN PROPERTY UN[. REfER TO ROCK CONSTRUCTION ENTIlANCE DETAlL f~ INSTALLATION a: WAlNTENANCE PROCEDURES, 6. CONTRACTOR SHAll PROVIDE A MINIMUM fOOR INCH DEPTH Cf TOPS<XL TO ALL ARE"S DISTURBED, TO BE SEEDED. 7. CONTRACTOR SHAll BE RESPONSIBLE fOR m HORIZONTAL AND VERllCAl CONTROl. !)'ole( THE AUGNMENT HAS BEEN ESTABLISHED IN THE fiELD BY THE SURVEYOR. THE TIWE AND MATERIAlS COST INVOl.'oUl TO REPLACE THE ABOVE SAIO CCtlTRQ WILL BE lHE RESPOOSIB1UTY or TI-( CONTRACTOR. 8. GRADES SHO'NN Aft( FINISHED GRADES, CONTRACTM SH,l.I.l. ROOGH GRADE TO SUBGRADE ELEVATION, lEAVE STREET READY fOR SUB-BASE.. STOCXPlLE TOPSOIL AND GRANUlAR fR.i AT LOCATIONS DRECT[[) BY ENGINEER. 9. CONTRACTOR SHAll BE SOlfl Y RESPONSIBlE FOR ANY AND All. APPLICABlE TESTING FOR SOL DENSITIES &: UTlUTY TESTING AS PER lHE GOVERNING AGENaES TO WITT OR EXCEED lHE R((XJIRED GUIDEUNES FOR TESTt-lG, NTH NO ADOI11ONM. COIoIPENSJ.,TlQN WADE. 10. lHE SPECIFIED DENSITY MElHOO SHALL BE RECl\JIREO fOR M.l PORTIONS or PERIr.lANENT CONSTRUCTION. STANDARD COIoIPACTION SHALL BE REOUIRED fOR ANY TEwPOOARY COOSlRUCTION. 11. ALL EXCESS MATERIAL BI1UI.IINOUS SURfACING, CONCRETE 1TEWS, ANY AIlANDCXIiED unllTY llUlS, AND OTHER UNSTABLE M"TERIALS INQ.UDING Q.[ARED ,t: GRUBBED ..ATERlALS, SHAll SECM THE PROPERTY or THE COOTRACTOR AND 9-I"LL BE DI$POsrn or orr THE CONSlRUCTlON SITE WITH NO COtr.IPENSATlON FOR REWOVAL. UNLESS OTHERWISE 9lEClflED. 12. ALL FILL AREAS SHALL H"VE All. OOGANIC WA'lER1Al REWO'vtD PRK:fl: TO Fl..UNG. Al.l. fll.L WATERIAl.. SHAl.l. BE Q.EAN N~ ORGANIC BORROW ..ATERlAl PlACED IH 18" UfTS CQIoIPACTrD TO 100:; STANDARD PROCTOR. 'vtRlFlCATlON OF TliS REClJIREWENT BY A THIRO PARTY GEOTEOlNICAl.. ENGINEER SHALL BE COOf!DINATED ,l.N[J PAlO FOR BY M: C(}.jTRACT~ "M1ENEV[R A SCllS REPCRT AND A SCXLS TESTING SCHEDUlE IS NOT SPEaFlED. 13. PROPOSED SPOT ELEVATIONS AND C~TOURS "RE TO TOP OF GRADE. PAV[WDlT OR GUTTER UNE, UNLESS OTHER'WlSE SPEaflED. PROPOSED SPOT ELEVATIONS AlOOG CURB ARE TO ROW UNE (FL). ffi ~ I I ~ lB. CONTRACTOR SHAll BE SCULY RESPONSl8LE TO REPAlR ANY AND ALl OAWAGE TO EXISTING STRUCTURES, RETAlNING WALlS ! AND EXlSllNG SITE fEA1URES OUE TO CONSTRUCllON ACTIVITIES. ~ II ~ ~ ~ ~ ~ ~ t ~ ~ ~ ~ i i ~ r ~ ~ ~ I ~ 14. CONTRACTOR SHAll INSTALl, tlSPECT, WAlNTAIN AND REWOVL THE NECESSARY $IGNACE FOR LANE a.OSURES. ALL lRAfFlC CONTROl. DEVICES AND SIGNING SHAll CONfORl.l TO I.4NDOT AND/OR THE CTY C1' CHANHASSEN ID!PQRARY TRAffiC CONTRCl. CUIDEUNE5. IS. CONTRACTOR SHAll. NOTIfY lHE aTY OF CHANHASSEN, PUBUC WORKS O[PARTJ.IENT, ~ HOORS IN ADV"NC[ (f' WOO:KING WITHIN THE RIGHT or W"Y. aTY CF OlANHASSEN INSPECTORS YUST 08s(R'wr ALL WORK C~Pl.fTED, INQ.UDlNG mE REWOVAl C1' EXISTING CURB &: GUTTER. EXC"VATl()oj tf TRENOlES, PlACEWENT C1' STOR.. ORAlN. CCl>INECTIOOS TO EXISTING UllllTY UNES, BACKFlWNG AND REPLACOlDlT or B1ll1I.l1NOOS PAV[W[NT ANO/OR CONCRETE CURB ANO GUmR. 16. All CONSTRUCTIOO Ir,IUST Ca.lP\.Y 'I11TH aTY ENGINEIRS ASSOOAllON Of WINNESOTA (CE.ul). 17. CARE wUST BE TAKEN DURING COOSTRUCll()oj AND EXCAVATION TO PROTECT ANY SUR'wrY WONUt.lENTS AND/OR PRCJlERTY IRONs' 19. CONTRACTOR SHAll PRO'w'lOC A SI,lOOTH AND THOOOUGH lRANsmOO BOWEEN PROPOSED SITE GRADES AND DRAlNAG[ WAYS AND EXISTING SJRRCllNOING SITE GRADES AND DRAINAGE WAys' 20. PRESERVE EXISTING lR[[S 'M-IERE POS~BLE ANO VCRlfY 'I11TH PRQ..{CT lANDSC,fJ>E ARCHITECT PRlOR TO ROAOV,fJ... 21. ALl CONSTRUC1lON SHALl CONfORlr.l TO WINNESOTA DEPARn.lDlT Of TRANSPORTAllOO .STANDARD SPEanCATION roo CONSlRUC110t.t, 2000 EDIllON. 22. ALL CURB AND CUffiR SHALl BE CeNCRETE B612 UNlESS OTHERWISE SPECIfiED. SEE DETAlL 2J. ALL DlMENSlONS TO fACE OF CURB UNLESS OTHERWISE SPEaFlED. 24. 'flRITTEN Dll.IENSlONS SHALl PREVAlL OVER SCALED D1I.lENSlON5. CONSTRUCTION SEQUENCE 1. CONTRACTOR SHAll \{RjfY THE RECEPT or lHE NPOES AND THE SWPP PERIr.lIT fRON THE I.lPCA PRIOR TO ANY SllE DIS1URBANCE. 2. INSTAll. ROCK CONSlRUCllOO ENTRANCE (SEE OETAlL). J. INSTAll PERIWETER SILT fENCE AND OTHER EROS!OO COOTRDL WEASURES PER THE SWPPP PLAN. CONTRACTOR $HALL HAVE All EROSION COOlROI. I,lEASURES INSPECTED BY lHE CITY ENGINEER PRIOR TO ANY GRADING AClIVlTIES, 4. BEGIN lRIT a.EARING &: GRUBBING. 5. BEGlNSITEEAR1H~K. 6. PERt.lANENT TIJRF ESTABUSHEO or DlS1URBED SCXLS ON EWBANKWENT AND SIDE SlOPES IN ACCORDANCE WITH WATERSHED STANDARDS, 7. BEGIN unuTY COOSlRUCTI~. 8. COWPLETE SITE [ARTHWCRK. 9. COWPLIlE Ul1UTY CONSlRUCllON. 10. REWOVE m SILT DEPOSI1S mow SlIT ANO REI.lO'vt f'ERII,lETER SILT fENaNG AND OlEO< OAWS UP~ FINAL AccrPTANCE OfTHEPRO.E:CT. 11. SUBt.l1T NOTICE or TERWINAllON TO THE ..PeA, PER WPCA GlJIDUNES. ONCE CONSTRUCTION IS C~PlETED ANO mE SWPPP REO.!IR[MENTS HAVE BEEN A01['v[[). TEMP/PERM SEDIMENT CONlROL SCHEDULE: 1. NO rnADING SHAll CC>>,lIr,lENCE PRIOR TO THE IWPLIWDlTAllOO or THE NPOES PERNIT AND THE SWPPP PERWIT. 2. All WORK 9-iALL COt.lPLY WTH THE GUIOEUNES SH fORTH IN THE WPCA'S PROTECnNG WATER l)JAUTY IN URBAN AREAS, BEST WAN"GEWENT PR"CllC(S FOR WINNESOT" AND THE US-ErA'S STOOIrI WATER WANAGO.lDlT FOR CONsmUCllON ACTIVITIES, PUBLISHED BY THE WETROPOUT-'N CQUNaL. DATED 2001. 3. THE II.lPROVEloIENTS INClUOED ON THIS PlAN ARE PART OF THE THIPORARY AND PERWANDlT EROSION CONTROL PLAN. 4. SITE WAINID/ANCE SHALL INCLUDE, BUT "RE NOT UMITED TO: REWOVlNG SITE DEBRIS INa.UDlNG ROUTINE SWEEPING OF STREETS, a.EANING OUT CATCH BASINS, AND DlSPOSlNG I.IATERIAL OITSITE. 5. DURlNG COOSTRUCTlON, THE COO TRACTOR SHm INSPECT THE ENME SITE AT lEAST ONCE A lIflK AND fQLOWlNG ANY WEASURABLE RAlNfALL EVENTS FOO SIGNS Of EROSION AND SILTING. NPOES a: SWPPP GUIDEUNES SHAlL BE WANTAlNED TO STABILIZE THE SITE PER lHE NPDES &: SYlPPP REO.!IRQ.lENTS. PRELIMINARY FOR REVIEW ONLY o' 40' ~-- 80' PREPARED FOR: [g '" ~ ..... ~~i;l ~~~ ~Q:::8 ~Z . ~OZ <CCI~ ~8i'" ~~ "'..... ""0 ~~U REGISTRATION: I hereby certify that this plan, specification, << report was prepared by me or under my direct supervision, and that I am 8 duly licensed Professional Engineer under the laws of the state of Minnesota. - GREGORY O. MORIS T~...-"'_ 08,07.07 - 26922 ~,- o ~ iil ~~ iilill zz ~:::i. ow . =>;;/ i g~ ! ~o REVISIONS: No.: o.te: Item: i! u . g g ~ ! ~ i ~ 120' ~ I 8 ~ z o ~ ~ ~ Q o(l~ ~ ~p. ~~ ..... <r:....l <g~~ ~~ ~d~~ 00 .. ~ZOZ .U i ~H~~ ~Z 'F ~~QI .....0 . lZl~::> ~- ~~.( en z~.... 0 t ~~~ offi Pro;edNo: 07049 DrrMl By. MLS Checbd By. AAK o.to' 08.07.07 ~ ~ C3.1 i \ \ \ - - - - --96cJ._ :;:::. '- '- '- '- / tJ\'U/ 'if 'if DRIVE i \ \ \ \ MCGLYNN , "- '- 9li9.nTC 968.11Te .-<;170 , i \ I II U I.! ~; r: \ ~-- EXISTING PROPOSED C0 = SANITARY so.rn MANHOLE ~ = SANITARY SEO t.lANHOlf ~-~ '" HYDRANT -t. '" HYDRANT IX]p, = GATE VAlVi: H = GAlE VAL-Vi: 0 = pov.rn PM ,r. -TEE " @J - TUEPHOOE BOX H '" BEND @ '" STORM SEWER UANH(U . = STQRtr.I SE'Wrn t.lANHcx..E W = STORM SEWER CATCH BASIN iiii '" STOOW S('ftOl CATCH BASIN . z STORM SEO 'tr[IR I> = FLARED END SECTION ~ .. FlARED END SECTION . '" FlARED END SECTION wI RIPRAP -EX-SAN~ = SANITARY SEWER UNE -~- = SANITARY SEO UNE -Ex-O','TM- = WA1[R UNE -1- = WA l[R UNE -EX-STl.I.- = 5100104 SEWER UNE -~~- = STQRtr.I S[Vl(R UNE /--""?J:....-/ '" 2' COOTOOR """--""'''----'' ",.-.....<J..._;' = 10' CONTOOR """--""'''----'' '- /' EXISTING DAY CARE CENTER COULTER ROAD SWPPP REQUIREMENTS 1. lHE RESPCtlSlBLI PARTY, w-lO IS THE PERSON KNO'M.Il)G[ABLI .-.NO EXPERIENCED IN THE APPUCATl(J.l Of EROSlOO PREV[NllON AND SEDlI.4DH CONlROl BUP'S WHO W1U OVERSEE THE IolPLEW[NTATlOO (F THE SWPPP. AND THE t6TAl..L.ATlON, INSPECTION AND MAINlrNANcr (F THE EROSlOO PREVENTION AND SEDllo4ENT c~mOL 8WP'S BEfOOE AND DURING CONSmUCTlON IS; FRED FAR (F FAR CONSTRUCTlOO. 2. THE GRADING CONTRACTOR lDENTlflED ~ NOTE#1 SHALl DEVELCP A CHAJN OF RESPONSlBJUTY 'tilTH ALl Cf'ERATORS ON THE SITE TO INSURE THAT TJ-E S\fIf'PP 'Mll El[ lIPLEI.4[NTED AND STAY ~ mICT UNTL THE CONSTRIJCTla.! PRO.(CT IS C06APLETE, THE ENTIRE SITE HAS UNDERGONE FINAl.. SIABIUZATlON , AND A NOTICE (J" lElWlNATlON CNOr) HAS BEEN SUBl.llmD TO THE WPeA. 3. WAlNTENANCE PRACTICES SI1ALl FCUOW THOSE OU~ED IN THE WPCA'S BEST I.IANAGEWENT PRACTICES WANUAL THE CRADNG CCJ./TRACTOR 'MLl BE REQUIRED TO KITP THIS t.lANUAI.. ON SITE. 4. THE OOGANIZATICN RESPONSIBLE Foo 1HE LONG TERI.I OPERATION AND MAINTENANCE OF THE f'rnWANENT STORU WATER WANAG(lol[NT SYSTEI.t IS PAI~ PARK ENTERPRISES. 5. THE GRADINC CONTRACTOR WUST AMEND THE SM'PP AS NECESSARY TO ~CLUDE ADDITIONAl.. REQUREWENTS, SUCH AS ADDITIONAl. OR WODIF1ED BMP'S. DESIGNED TO CORRECT PROOlDIS IOENTIflED OR ADOR[SS SITUATIONS 'M-lEN['v[R: A. THERE IS A CHANGE IN DESl(~, COOSTRUCTION, ()F'f:RATION, WAlNTENANC(, WEATl-ER OR SEASONAl CONDITlOOS THAT HAS A SlGNlflCANT EffECT ON THE DIsa-tARGE Of POllUTANTS TO SURFACE WATERS OR UNDERGROOND WATERS; B. INSPECTIONS OR INVESTIGATIOOS BY SlTE OPERATORS, LOCAl, STATE OR FEDERAL OFfIOALS INDICATE THE $'.WPP IS NOT EmCTlVE IN ELlUINATING OR SIGNIFICANTlY UINIUIZlNG THE DISCHARGE OF PCX.1UTANTS TO SURFACE WATERS OR UNO[RGROOND WATERS OR THAT THE DtSO-lARGES ARE CAUSING WA1[R OUALlTY STANDARDS EXCEEDANCES; 00 C. THE SYff'PP IS NOT A()-II[VlNG THE GENERAl OB..ECTlVES OF CONTROLliNG POlLUTANTS IN STORl.l WATER DISCHARGES ASSODATED 'filTH CONSTRUCTION ACTIVITY, OR mE S'M'PP IS NOT CONSISTENT WITH THE TERMS OR CONDITlCNS or THIS PERt.lIT. D. AT ANY Tlt.lE AFTER POUIIT COVERAGE IS EFFECTIVE, THE WPCA WAY DETERMINE THAT THE PRMCfs STQRW WATER DISCHARGES WAY CAUSE, HAVE REASONA8I..I POTENTIAl TO CAUSE, OR CONTRIBUTE TO NON-ATIAlNWENT Cf" ANY APPLICABLE WATER QUALITY STANDARD, OR THAT THE SVtPPP DOES NOT INCORPooATE THE RECUIREWENTS IN PART 1I1.A.? RELAllD TO AN APPROVED TOTAL WAXIJ.lUU DAILY LOAD (TMDL) I~PLEl.lENTATION PlAN THAT COOTAINS CONsmUCllON STORW WATER RELATED REOUIREJ.lENTS. IF J.lPCA WAKES SU()-l DETERUINATlOO'S) OR ANY ($ THE DEllRMINATlONS IN PARTS ILA4.o.-c..,WPCA Will NOTIFY THE PERUITlI[S IN WRITING. IN RESP().lSE, THE PERUITlIES WUST DEVELCP A SUPPLEJ.lENTAL BUP ACTION PLAN OR APPROPRIATE SWPPP N-lENDl.lENTS DESCRIBlNG SVM WOOlFlCATlONS TO ADDRESS THE IDENTIFIED CONCERNS AND SJBWIT INFORI.\ATlON REQUESTED BY l.lPC,I" "MilCH l.lAY INQUOE AN INDIVIDUAL PERUIT APPLICATION. r l.lPCA'S \IIRITTEN NOllF1CATlON REDUIRES A RE~ONSE, FAILURE TO RESPOND WllHIN THE SPECIFIED TlI.lE F"RAl.lE CONS'TlTUTES A f'(fi',lIT VKl...AllON. I HAVE READ, UNDERSTAND AND SHALl C~PlY WTH ALl. THE REQlnREJ.lENTS<< THE S'NPPP PLAN AND THE SIWPP DETAil$. COMPANY ~ CONTRACTOR SIGNA lURE CONSTRUCTION SEQUENCE 1. COOTRACTOR SHAll VERIFY M RECEIPT or nlE NPDES PERJ.l1T AND nlE SWPPP P(RWIT F"R(),l THE wPCA PRIOR TO ANY SITE DISTURBANCE.. 2. INSTAll. ROCK COOSTRUCTlON OHRANC[ (SEE DETAIL). 3. INSTAll. PERIWETER SllT FENCE ,t,ND OTHER EROSION coomOl WEASURES. CONTRACTOR SHALL HAl,{ All EROSION C().lTROl WEASURES INSPECTED BY THE CITY ENGINEER PRIOR TO ANY GRAIlING ACTIVlllES. 4. BEGIN SlIT EARTH't<<)RI{. 5. PERt.lANENT TURF ESTABLISHED OF DISTURBED SCXLS ON EI.lBANKJ.lENT AND SIDE SlOPES IN ACCORDANCE WITH WAT[RSHED STANDARDS. 6. El[GlN UTlUTY COOSTRUCTlON. 7. C~PLETE SIT( EARTHWORK. S. COWPlfTE UTILITY CONSTRUCllQN. 9. REJ.lOIJE ALl SILT DEPOSITS F"R(),l SITE AhO REWOVE PERIUEl"ER SILT fENCING AND CHECK DAt.lS UPll'l FINAL ACCEPTANCE OF THE PRD.ECT. TEMPORARY/PERMANENT SEDIMENT CONTROL SCHEDULE: 1. NO GRADING SHAJ.l COWWQjC[ PRlOO TO THE IWPl.EJ.lENTATlON Cf" 1HE NPOCS PERl.lIT OR THE SWPPP PERt.tIT. 2 All 'IlOOK SHAll COMPLY 'MTH THE GlJIO[UNES SET FORTH IN THE MPCA'S PROTECllNG WATER auAUTY IN URBAN AREAS, BEST WANAGEMENT PRACTlC(S roo WINNESOTA AND THE US-EPA'S STORW WATER WANAGEUENT Foo CONSTRUCTION ACTIVITIES, PUBLISHED BY THE t.lETROPOUTAN COUNCIL, DATED 2001. l THE IUPROVEMQjTS INClUDED ON mls PLAN ARE PART or THE ffilPOOARY AND PERWANENT EROSION C().llROl PLAN. 4. SITE WAlNTENANC[ SHALl INClUDE: RElIlOVlNG SITE DEBRIS INClUDING ROUTINE $VfiPING or STREETS. Q..EANIN('; OOT CA l()-l BASINS, AND DISPOSING l.lA TERIAL CffSITL 5. DURING CONSTRUCTION, THE CONTRACT(R SHill INSPECT THE ENTIRE SlIT AT LEAST ONe;[ A YfiK AND FCllOVl1NG ANY t.l[ASURABlf RAINFALl E\'[NTS fOR SIGNS (f" EROSlCN AND SILTING. WASHED OUT TURF AND OTHER DAMAGED AREA SHAll BE REPAIRED IUI.\EDIAmy. WAINTENANC( RECORDS (ATIACliWENT B) 9iALL BE KEPT ON SITE WITH THE CONTRACTCR ~ ~ ~ ~ ~ ~ \ ) I I I I I KEY lZj ~."-" ~ ~u...~ STORMWATER POLLlITION PREVENTION PLAN NOTES 1. APPLY FOR AND OBTAIN mE GENERAL STOOl.l WATER PERI.lIT fOR Ca.!STRUCTlCW ACTIVITY FROl.l THE MINNESOTA P{UUTI~ CONTROl AG(NCY. 2. STOOWWA TER PCUUllON PRfVfNTlON PI AN (swPppl; THE SWPPP INa..uOCS THESE NOTES, THE GRADING, UTILITY, AND EROSION CONTRa. PLANs, THE DETAIL ~EETS, AND THE COWFUTED S'tIPPP APf'L.K:ATICJl (SEE SVIPPP OCTAll 9iEET) AND THE SITE WAlNTENCE RECORD (SEE SIIIf'PP DETAIL SHEET) WriCH ARE A PART Of lHS CONSTRUCTI~ DOCUWENT PlAN SET.. KEEP A copy OF THE S'llPPf', All CHANGES TO IT, AND INSPECllONS AND WAlNTENANCE RECORDS AT mE SITE DURING THE CONSTRUCllON. .1INSTAU ALlTEI.\PORARY EROSION CONlRQ WEASURES INQ.UDING SIlT FINe[ AT F'ERIW(TER ry: COOSlRUCllON, Roo< CONSlRUC1l0N ENTRANCES, SEDIUENT FllTERS, SILT SACKS, AND S(!JIWENTATlON BASINS PRlOfl TO BEGINNING SITE CLEARING, GRADING, OR OTHER lAND-DISTURBING ACTIVITY. <4. PRIOR TO BEGINNING SITE CLEARING AND GRADING PROTECT ALl STDRrr.I SE'tER INLETS THAT RECElI,( RUNOFF F"RC>>.l DISTURBED AREA$. ~ ORDER TO PREvrNT SEDIJ.lENT F"RC>>.l ENTERING THE STooU SEM:R SYSTEU, SEAl All STORt.l SED INLETS THAT ARE NOT N[EOfD FOR SlTE DRAINAGE DURING CONSTRUCTION. PROTECT All OTHER STOOt.l SEWER INLETS BY INSTALUNG SILT SACKS 00 STAKED SILT FENCE. STRAW BALIS OR FABRIC UNDER THE GRATES ARE NOT ACCEPTABLE FORWS Of INLET PROllcnON. PROTECT NEW STQRt.t $EO INLITS AS THEY ARE COUPLETED. I.\AINTAIN STORt.l SEVIER INLET PROTECTION IN PLACE UNTIL All SOORCES WITH POTENTIAL fOR DISOiARGlNG TO THE INlETS ARE STABILIZED. 5. INSTALl SILT fENCE AS SPEaFlED ON THE S'fIf>P? PlAN (ON A W/EL HORIZONTAL PlANE) WITH THE ENDS TURNED UP (J-HOCJ<S) ~ ORDER TO HElP POOD WATER BEHIND THE FINCE:. ~STAI.l THE SILT fENCE ON THE UPHIll SIDE ()f THE SUf'PooT POSTS. PROVIDE A POST SPACtlC C1' 1.2 W (4 mT) OR lIss. DRI\{ POST'.) AT illST 0.6 t.l (2 fIIT) INTO M GROUND. ANCHOR THE SILT FDlC( FAmIC IN " TRENCH AT LEAST 152 WU (6 INCHES) DLEP AND 152 UU (6 INa-lES) VtlOE DUG ON THE UPSlOPE SlDE Of THE SUPPooT POSTS. LAY THE FABRIC IN THE TRENCH AND THEN BAcxnll AND CQI,lPACT WlH A VIBRATORY PLATE COl.lPACToo. MAKE ANY SPUC[S IN THE fABRIC AT A fENCE POST. AT SPUC[$. OvrRLAP THE FABRIC AT lDST 152 Wl.l (6 INCliESl, fOlD IT OI,{R, AND SECURElY FASTEN IT TO THE FENCE POST. SIlT fENCE SlJPPORTING POSTS SHAll BE 51 WW (2 !NOll SQUARE OR LARGER HARDWOOO, PINE, OR STANDARD T - OR U - SEC1lOO S1IT1. POSTS. T- DR U- SECTION SllEl POS1S SHAll 'IroGi NOT LESS THAN 1.8602 KG PER WETER (U5 LB PER UNEAL FOOT). POSTS SHill HAl,{ A WINIWUW LENGTH Cf" 1524 t.lU (5 FEET). POSTS SHALL HAVE PRo..EC1lOOS TO FACILITATE FASTENING THE FABRIC AND PREVENT SUPPAGE.. GEOTEXTlLE FABRIC SHALlI.\EET THE R(OUIREWENTS Of WNoel STANDARD SPEOFlCAllON 3885 Foo PREASSEJ.lBLED SILT fENCE, FURNISHED IN A CONTlNU()JS ROLl ~ OODER TO AvaO SPLICES. GLOlEXTll FABRIC SHALl BE UNIFORIIl tI T(XTURE AND APPEARANCE AND HAVE NO DEFECTS. FlAWS, OR TEARS. THE fABRIC SHAll CONTAIN sumOENT ULTRAVIOLET (UV) RAY INHIBITOR AND STABlUZERS TO PROVIDE A WINI~UW TWO-YEAR SERVICE UFE (X..llDOOOS. 6. BEfORE BEGINNING CONSTRUCTION, t1STALl A TEl.lPORARY ROCK COOSTRUCllON ENTRANCE AT EAOi POINT "MiERE VEHIQ..ES ~~3T7 ~_~,~l~~C~~3~~ E~~ 2~0~Jl A~C::~G~'h:SO ~~-~~N~dc~~ir~ RA~~RNDA~T Jl~.o~f ~E~Fl,~~~~) THCK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 15 W (SO FEET) INTO TliE CONSTRUCTION ZONE. USE A WNOOl STANOARD spmncATlOO 3733 TYPE v P[Rl.lEABlf GE01'[XTlLE FABRIC MATERIAL BENEATH THE AGGREGATE IN OOOER TO PRE'ofNT WI(;RA1l0N OF SOL INTO THE ROO< fROI.l BELOW. WAlNTAlN TK: ENTRANCE IN A CONDlTI~ THAT 'Mll PREVENT TRACKING DR flOWNG Of SEDlUENT ONTO PA~D ROAllWAYS. PROVIDE PERIODIC TCP DRESSING WTH ADQITIOOAL STOOE AS REQUIRED. O-OSE ENTRANCES NOT PROTECTED BY TUlPORARY ROCK CONSTRUCTION ENTRANCES TO AJ..i CONSlRUCTlON lRAITIC. 7. a..EAN THE 'MiEElS Of CONSTRUCll0N VEHIQ..ES IN ORDER TO REWO'.{ SOILS BEFORE M \[H1a.IS l[A~ THE CONSTRUCTIOO SIlL WA9i VEHICLES ONLY ON AN AREA STABIUZED WITH STONE THAT DRAINS INTO AN APPROVED SED!t.I[NT TRAPPING DEVICE. ENGINE OE~EASlNG IS PRCtlIBITED. 8. R[UOVE ALL SCXLS AND SEDll.lENTS TRACKED 00 OTHER'MS[ OCPOSlTED ONTO PAI,{l.lENT AREAS, SlDEWAlXS, SlRITTS. AND ALLEYS. REt.lOVAL SHALl BE ON A ~ THROOGH{)Jl THE DURATION OF THE CONSTRUCTION. CLEAN PA'v[!) ROADWAYS BY SHOVEUNG OR WET-SWEEPING. DO NOT DRY SWEEP. IF NECfSSARY, SCRAPE PAVED S1JRfACES tI ORDER TO LOOSEN CQIr,IPAClID S[DIWENT MATERIAL PRIOR TO Sw[EPlNG. HAUL SEDII.\ENT WAT[RlAl TO A SUI1ABlE DISPOSAl AREA.. STREET WASHING IS ALlO'MJ) OOL Y AFTER SEDII.\ENT HAS BEEN REWDVED BY SHOVEUNG 00 SWEEPING. 9. FOLlOWING INITIAL SCXL DISTURBANCE OR REDISTUR8ANC[, COMPlETE PERWANENT 00 l[WPQRARY STABIUZATION AGAINST EROSION DUE TO RAIN, 'MNO, AND RUNNING WATER W1THlN 7 CAlENDAR DAYS ON ALl PERll.\ElER DiKES. SWALES, DITCHES, PERIWETER SlOPES, ALl SLOPES GREATER THAN 3:1 (3 HORIZONTAL TO 1 VERTICAL), AND EWBANKI.lENTS ON PONDS AND BASINS. ~PlITE PERWANENT OR llWPORARY STABlUZATlON 'MTHIN 14 CALENDAR DAYS ON ALl OTHER DISTURBED OR GRAOCO AREAS. THIS REOUIREWENT DOES NOT APPLY TO THOSE AR(AS THAT ARE QJRRENTLY BEING USED FOR WAllRIAl STORAGE OR fOR THOSE AREAS ON 'MilCH GRADING, SlTE BUILDING, OR OTHER CONSTRUCTION ACTIVITIES ARE ACTlI,{LY UNDERWAY. PROVIDE TEWPORARY GRASS SEED COI,{R ON ALl SlACKED TCPSOll PILES, A~ OTHER AREAS OF STOCKPIlED EXCAVATED I.\ATERlAl IN CROER TO PREVENT SOIL EROSION AND RAPID RUNOFF DURING THE CONSTRUCllON PERIOD PROlOOGED PERIODS or OPEN, BARE EARTH WITHOUT GRASS CO~ VlIll NOT BE PERt.tlmD. SlABIUZE All DISTURBED GREEN:J'ACE AREAS 'II'ITH A WINIUUl.l << 4" T(1lSOlL IolW(DIAlElY AfTER FINAL SlJBGRADE Cc.tPl.IllON. SEED AND WULD-i OR SOD AND STAKE THESE AREAS WlM,N 48 HOURS AF1[R C0t.4Pl.ITla.l OF f~Al GRADlNG WORK (VIfATHER PERWITTlNG). ' STABIUZE ALl DlSTURBED AREAS TO BE PAVED USING EARLY APPLICAllON (f" GRA'o[l BASE. STABILIZE THE NORlolAl w[TIED PERIWElER OF ANY TEMPOOARY OR PERt.lANENT DRAINAGe: DITCI1 THAT CONVEYS WATER F"R0t.l THE CONSTRUCTION SIn:. OR DIVERTS WATER AROUND THE CONSTRUCTION Sill, MTH~ 200 LINEAL FTI1 F"ROIA THE PRlYERTY EDCL OR WiTHIN 200 mT F"ROM THE POINT (J" OlSOiARGE TO ANY SURFAC[ WATER. STABIUZE TEWPQRARY OR PERWANHH DRAINAGE OITCliES MTHIN 24 HOURS Of CONNECTING TO A SURfACl: WAlER. PROVIDE PIPE OUllETS 'MTH TEl.lPORARY 00 PERl.IANENT ENERGY DISSIPATION WlTHIN 24 HOURS (J" CONNECTION TO A SURF ACE WATER. 10. WATER AND WAlNTAlN SEEDED OR SOODEO ARrAS ON A TII.\ElY DAY-To-DAY BASIS. ~ THE EIJ[NT Of A SEEDING fAILURE. RESEED AND REMULCH M AREAS 'M-IERE lliE ORIGINAL SEED HAS FAILED TO GROW AND PERFooW ADDITIONAL WATERING AS NEC[SSARY. PRQIr,IPTlY REPLAC[ All SOO THAT DRIES OUT TO THE POINT Wl'iERE IT IS PRESUWED DEAD, AND ill SOO THAT HAS BEEN OAWAGEO, DISPLACED, YlEAKENrn, OR HEAVILY INFESTED WITH WEEDS. 11. ~SPECT ALl EROSI<>>I AND stolt.lENT CONTRO... DEVICES, STABlUZEO AREAS, AND INFILlRATlON AREAS ON A MIll 6l.SIS UNTIL LAND-DISTURBING ACT1V1TY HAS CEASED. THEREAFTER, INSPECT AT LEAST 00 A ~ UNTIL VEGe:1A1ION COVER IS ESTABUSHEO. INSPECT All. EROSION AND SEDlUENT CONTRa.. DEVICES, STABILIZED AREAS, AND INnLTRATlON AREAS WITHIN '"' HOURS AfTER A RAINfALl EVENT GREATER THAN 0.5 INCliES IN 24 HOURS. REtolOV'[ ACCUWULATED SEDlf,lENT DEPOSlTS FRQIr,I BEHIND EROSION AND S[OIWENT CONTRa.. DEVlC[S AS NEEDED. DO NOT AllOW SEDlUENT TO M:CIJUULAT( TO A DEPTH Of tolQRE THAN ONE-THilD Of THE HEIGHT or THE EROSION AND SEDltolENT CONTROl OE\1CE5. IWloIEDIAffiY REPLAC[ DETERIORATED, DAt.lAGEQ, ROTIED, OR WISSING EROSION CONTROL DEVICES. DOCUI.\ENT INSPECllONS AND DAlIS (J" RAINfAll EVENTS. WAlNT...., A ~ITTEN LOG Of ill INSPECllON. WAIIllENANCE, AND REPAfl: ACTIVITIES RElATED TO EROSI().l AND SEDlI.lENT ro'i1ROL fAOUTlES. 12. ~ AREAS TO BE ~ SEEOCO, USE ~ SEED J.llXTURE EOUIVAl.ENT TO WNDOT NO. 250. APPlY SUI) WIXTURE AT A RAT[ Of 78..4 KG PER HECTARE po LBS PER ACRE) IN ACCORDANCE WITH WNOOT SlANDARD SPEC. 2575. INCORPORATE A FERTlUZER (SLOW REl.EASt TYPE MTH 10 WEEK RESIDUAL) CONSlSllNG CF 23-D-JO (~-P-K) INTO THE SOL AT AN APPLlCAllCW RATE OF 224 KG PER I-ECTARE (200 LBS PER ACRE) BY DISKlNG PRIOR TO SEEDING. 13. ESTABU~ED ~ SEED WIX IN ACCORDANC( WITH WNDOT STANDARD SPEc. 2575.3. 14. CQl.lPLY WITH THE REOUIREWENTS Of t.lNooT STANDARD SPEC. TAIU 2575--2 fCJl SEASON Of PLANTING ~ SEED WIXTURES. THE APPRCf'RIATE DATES foo SPRING SEEDING ARE F"R0I.l APRIL I THROUQi JJNE 1. FALl SEEDING DATES ARE mow JJLY 20 TO SEPIDlBER 20. AFTER SEPTEWBER 20, WAIT UNTIL OCTOBER 20 TO PERFORM DORWANTSEEDlNG. DORWANT SEEDING ~ll ONLY BE ALlOWED If" THE WAXlI.lUW SOIL TEMPERATURE AT A DEPTH OF 25 I.\l.l (1 INCIi) DOES NOT EXCrro 04.4"' DEGREES C (40 DEGREES r) IN ORDER TO PREVENT ~WINATlON. 15. IN AREAS TO BE ~ STABlUZED, LANDSCAPE 'filTH DECORATIVE ROCK, PlANTlNGS, AND SOD (REfER TO lANDSCAPE PlAN Foo DESIGN AND DETAILS). 16. ~ SEEDED AREAS WITH SL(1lES 3:\ OR GREAlER AND LINGTHS GREATER ThAN JO WETERS (100 FIET), INSTALl BIODEGRADABLE EROSION CONTRCl. BLANKETS UNIFORl.\lY ovm THE SOIL SJRFACE BY HAND MTHIN 24 HOURS AFTER SEEDING IN ACCORDANCE WITH WANUfACTURERS RECOWWENDATlONS. USE J.lNDOT STANDARD SPEC. ~85 STRAW lS OR WCXXI FIBER 1S TYPE BlANKET. 17. WAINTAlN ALl TD.IPORARY EROSION AND SEDlWENT CONTRa.. DEVICES IN PlACE UNTIL THE CONlRlBUTlNG DRAINAGE AREA HAS BEEN STABILIZED (HARD-SURFACED AREAS PAVED AND V[GETAllON ESTABUSHED IN GR[[N~Ac[} REPAIR ANY R1l..lJ.1G, GUllY FQRWAllON, CR WAS/iOUTS. AfTER FlNAL ES1ABlISHWENT OF PERMANENT STABlUZAllON, REJ.lOVE AU.. TEUPQRARY smTHEllC, STRUCTURAL. AND NCWBlOOEGRADABLE EROSION AND SEDlJ.lENT CONTROl DEVICES AND ANY ACClJULlATED SEDIWENTS. DISPOSE OF Cf"F SlTL RESTORE PERMANENT SEDIWENTATIDN BASINS TO THOR DESIGN CONQITI().lIl.lW[DAffiY Fa.lOVl1NG STABILIZATION Of THE SITE. lB. Q..EAN SEDlWQjTATI().l BASINS. SlooW SE'Il[R CATO-lBASlNS, DlTOlES, AND OTHER DRAINAGt: FAQUllES AS REQUIRED IN ORDER TO WAlNTAlN OOR EFFECTIVENESS. 19. PROPERLY DISPOSE or All WAST( AND UNUSED BULQING WATERIAlS (INQUDING GARBAGE DEBRIS, ClEANING WASTES, CXL, GASCXJNE, P.AJNT, WASTEWATER, TOXIC ~"TERIALS, AND HAZARDOOS l.lATERIAlS) OFf-SITE DO NOT AllOw WASTE AND UNUSED BUILDING IolA TERIALS TO BE CARRlEO BY RUN(fl INTO A RECEIVING C1iANNEL OR STORU SEWER SYSID!. PROPERLY STORE OIl, GASOJNE, PAINT, AND OTHER HAZARDOUS WATERIALS IN OROCR TO PREIJ[NT SPillS, LEAKS, 00 OTHER DISDiARGE. INQUDE SECONDARY CONTAINMENT. RESTRICT ACCESS TO STORA~ AREAS IN ORDER TO PREVENT VANDALISM. STORAGE AND DISPOSAl OF HAZARDOUS NAllRIAlS I.\UST BE IN CCl.lPUANC[ WITH l.lPCA REGULATIONS. 20. APPLY NECESSARY WllSTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD Cf" OUST. 21. PlACE A 450 WW (18 INCIi) THICK lAYER Of WNDOT 3601 CLASS III RJPRAP OOTO A 225 WW (9 ~CH) THICK LAYER CF WNDOT 3601.2.B GRANUlAR flLTER WAT[RIAL AT LOCATIONS ~DlCATED ON THE PlAN N ACCORDANCE VlITH WNDOT 2511. INSTALl TWO LA'lERS OF WNDOT 3733 TYPE IV GEOTEXTlLE FABRIC BENEATH THE GlANULAR FlllR WATERIAL. AT PIPE (.\IlrALlS CONflQJRE THE INSTAUAll0N AS SH~ ON tolNDOT STANDARD PlATE NO. 31JJC fOR THE SIZE (It PIPE INDICAlID AND EXTEND THE GEOTEXTILE fABRIC UNDER THE CUL~T APRON A NINI.l.lUW Of :3 FEET. FOR PiPE SlITS SWAll THAN JOO ..1.1 (12 1ND1) OIA.t.tETER, THE WINIt.tUt.t CUANTlTY OF RIPRAP AND FlLTER BLANKET SHALl BE NO LESS ThAN THAT REOOIRED Foo JDO WW (12 lNai) DIAWEllR PIPES. 22 ~STALl AND WAlNTAN All SOIL EROSION WEASlJRES, SElXtr.lENT CONTROl fAOUTIES, AND VEGHATIa-l IN ACCORDANCE 'MTH THE WETHODS OU1l1NED IN THE BEST WANAGEJ.lENT PRACTlC[S HANOBQ()(: "PROTECTING WATER OUAL1TY IN URBAN AREAS", C1JRRENT REVlSlON, PUBUSHED BY THE WINNESOTA POllUTION CONTRCl. AGENCY, NOVEl.lBER t, 2002. PRELIMINARY FOR REVIEW ONLY 0' 40' ~- BO' PREPARED FOR: [j '" ;:;a r- ~~;;; E:......~ Z~Z ~Q::E ~Z . ~OZ <j:l:l~ ~8i'" ~~ "'...... ~~U REGISTRATION: I hereby certify that this plan, spec:i1lcation. or report was prepared by me or under my direct Sl.;lervision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. - GREGORY D. MORIS TlI!'""l._rr... 08.07.07 - 26922 ~I>ID. ~ ~ 9 ~ ~ ~ ~ i . 120' ~ I ~ 0 ~ il !i~ .::il zz ~:i_ REVISIONS: No.: Dcrte: 110m: -- -- -- -- -- -- -- -- -- -- z 0 H t:: Z~ Q O~ ~~ r- g~ ,...l'-' ~bg;~ 2j ~~~~ r:z::~ ~dz . ~Z .. ZOZ <0 I ~g8BJ ~~ 1<ll~"1 :Sg; ! < ~ ~ ~~ !~~~ 1 !i;~ PJtljIK:tNo: 07049 "'"""By MLS ChecQd By. AAK - 08.07.07 <%> "'-' C3.2 CONSTRUCTION ACTIVITY INFORMATION 1. PRO.{CT NAME AND LOCAll00: PAISLEY PARK PARKING LOT .wOlllON, CHANHASSEN, l.lN 2. Clrt/10'WNSH1~ O-l.l.NHASS[N J. COUNTY: CARVER 4. PARCEl 10: . 25-4480020 5. PRO..ECT SlZE (NIAlBER CF ACRES TO 8( DiSTURBED): 2JI 6. PRO.l:CT T'lPE: RESIDENTIAL ~ ro.ll.l[RClAljlNDUSTRIAl OTHER (DESCRIBE) ROAD CONSTRUCTION 7. OJI.IUu.nVE Itr.lPER'v'IOUS SURFACE; A.. EXlSllNG AREA Of IWP[R""OOS SURF ACE ~ (TO lHE NEAREST OUARTER ACRE) a. POST CONSTRUCTION AREA ey- It.lPER'v'lOUS SURFACE 2..2Q (TO THE NEAREST QJARTER ACRE) 8. REC8'v'lNG WATERS A.. NAME ('i' WATER BOOY; LAKE SUSAN 'M OTY CF CHANHASSEN STOOW ~W[R SYSTDl. 8. T'rP[ (DlTCH. POND, WETlAND, LAKE. STREAM, RIVER); l.AJ([ C. APPENDIX A SPECIAL WATER? YES X NO 9. OAl'[S Of COOSTRUC11ON A.. CONSlRUCTlON START 0,1,1[: ~ B. ESTlWAml CQt.lPlD1ON OAT[; ~ CONTACT INFORMATION 1. OWNER OF SITE: lOVE . ONE ANOlHER OiARlTIES FEDERAl TAX 1D: PEN~G STAT[ TAX I[)' P[N[)NG NAMEfPHOOEj[-WAlL.: C/O Jt.I LUNDS1RClI 612.701.9781 MIUNOSTROMOACLC(),I ADDRESS: 7801 AUOUBCtl ROAD, OiANHA$IDt ~ 55317 ALTERNATE CONTACT NAIoIEjPHONE,It-WAIl..; 2. CONTRACTOR (PERSON WHO Wlll O',{RSEE IIrdPLft,IENTAna'l Of THE S'M'PP) BUSINESS OR FlRt.l N..wE FARR CONSlRUCTICI'lI FEDERAL TAX 10: PEN[)WG STAT[ TAX 10; PENDING NAUE/pH~E/E-WAll..; FRED FARR/ 612.701.9181/ f'REDCFARRCCWST.ca.. ADDRESS; 239 lONGS PQNT( DRI'ot, DEl.AND, IIN 55328 ALTIRNATI CONTACT NAI.lE/PHONE/E-I.lAII.: 3. PARTY RESPOOSlBlI FOR LONG l[RIol OPERATION a: WAlNTENI\NCE Of THE PERWANENT STQRl.lWAT[R WI\NAGQ,l[NT SYSIDt PAlSUY PARK ENTERPRISES FEDERAL TAX ID: PENOWG STATE TAX 10: PENOWG NAWEjPHOOE!E-WAll..; C/O JW LUMlSlROItI/ 612.701.97131 WI UNOSTROWMCLrol ADDRESS: 780l AUDUBQII ROAD, OiANHASSEN, UN 55317 GENERAL CONSTRUCTION PROJECT INFORMATION 1. CONSTRUCTION ACTIVITY /TlWEUN[; CCWSTRUCTlON rs A 157 STAll PARKING lOT AND A STORWSEWER SYSTEW. SOIL DISTURBING ACTIVITIES W1llINQ..U[)[; a.EARlNG AND GRUBBING: INSTAWNG A STABlUZED CONSTRUCTICJ\I ENTRANtE, P(RIWETER, AND OTHER EROSl.CW AND SEDIllENT CONTRQS; GRADING; EXCAYATIOO FOR THE SlORW S['fI[R, UTIUTIES, CCWSTRUCTIOO rs CURB AND GUTTER. ROAD, AND PARKING AREAS; AND PREPARATICW FOR FINAL SEEDING. THE TItIEl.I'lIE CF CCWSTRUCTION WIll BE SEPTEMBER 25, 2007 TO OCTOOER 31, 2007_ 2. SOIL T'r'PES FOUND AT THE PROJECT; SOIl BORINGS 'Mll NEED TO (I( CQWPLETED. INFCRWATION FROW THE OTY CF OiANHASSEN INDICATES THAT THE SCIlS IN Tl-E AREA ARE {;[NERALlY rs HYORa..OClC SQl GROUP B lHlDi HA'I( t.lOOERATE INf1LTRA1lON.. GENERAL SITE INFORMATION 1. EROSloo AND SEDlUENT CQNTRQS A. STABUZATION PRACTICES 1. TEWPORARY STABlUZATION - TlY SCXL STOCK PlLIS AND DISTURBED PooTIONS or THE SllE M-ERE CONSTRUCTIoo ACllV.TY IDlPOOARILY CEASES FOR AT LIAST 21 DAYS Will BE ST,lBIUZED WnH TEWPQRARY SEED AND MULDi NO LATER THAN 14 DAYS FROIol THE LAST CONSTRUCl1ON ACTIVlN IN THAT ARE.... THE T[t,IPORARY ~ED SHill BE RYE (GRAIN) APPlIED AT THE RAlE Of 120 PO~DS PER ACRE. PRIOR TO $[EOING, 2,000 POUNDS Of GROUND AGRICULTIJRAL lI),l[STONE AND 1.000 POUNDS Of 10--10--10 FERTIUZrn SHAll BE APPlIED TO (AOi ACRE TO BE STABIUZED. Af1I:R ~EDING. E:AQi AREA SHALl BE WULD-ED WiTH 4,000 POUNDS PER ACRE Of SlRAW. THE SlRAW I.lULCH IS TO BE TACKED INTO PlAa: BY A DISl< 'NTH BLADES SET NEARLY STRAIGHT. AREAS OF THE SITE WMIQi ARE TO BE PAW 'Mll BE TEWPORARILY STABIUzrn BY APPLYING GEOTEXTILI AND STONE SUB-B~ UNTIL SlTIJIoIINOOS PA'vfWENT CAN BE APPLJED. 2. PERWANENT STABILIZATION - DISTIJRBED PORTIONS OF THE: SlIT WHERE CONSTRUCTION ACTI..,.,nES PERMANENtlY CEASES SHAll BE STABlLlzro WITH PERWANENT SEED TO NO LATER THAN 14 DAYS ArTER THE lAST CONSTRUCTION ACTIVITY. THE PERWANENT SEED MIX SHAll CONSIST OF 80 LBS/ACRE 1All FESCUE, AND 40 LBS/ACRE KOBE LESPEDEZA. MOR TO $[EDING, 4,000 POUNDS OF GROUND AGRICULTIJRAlLIUESTONE AND 2,000 POUNDS or 10-10-10 FERTIUZER SHill BE APPLIED TO EAOi ACRE TO BE STABILIZED. AFlER SEEDING, EACH AREA SHAl.l BE MULCHED WITH 4,000 POONDS PER ACRE {f" STRAW. THE STRAW WULCH IS TO BE TAO<ED INTO PlAa: BY A [XSl< 'tilTH BLADES SET NEARLY STRAIGHT. B. STooW WATER WANAGEWENT STCflt.lWATER OR.'JNAGE WIll 8[ PRO..,.,DED BY CURB AND GUTTER, STQRW ~'IrUI AND CATDi BASlNS, FeR TIlE DEVtlOPED AREAS. DiE U~ITY OF THE SITE WIll ROlAlN UNTOUCHED AND IN Irs NATIJRAL STATE. VlliEN CONS1RUCTI~ IS CQWPUTE THE ENTIRE: SlIT Will DRAIN THROUGH AN ON-SITE STORM SEWER DRAINAGE SYSTDI TO A REGIONAL p()jD. 2. ATIAOiED 10 THIS S'I@Pf' IS A SlIT WAP THAT INa..UOES THE FOLLO'MNG FEAlURES: 0. EXISTING AND nNAL GR,l.[}[S, ~CLUOING DIVIDING LINES AND DiRECTION OF flOW FOR ALL PRE AND POST-CONSTRUCTION STQRW WATER RUNOFF DRAINAGE AAEAS LOCATED v.1THIN THE F'RMC1 UWITS. b. LOCATIooS Of IWPERVlOUS Sl.JRFAa:S AND sat. T'tPEs. t. LOCATIONS Of AREAS NOT TO BE OISTIJRBED. d. LOCATION OF AREAS or PHASED CONSTRUCTION. e. All SURFACE: WATERS AND EXISTING WETlANDS YtlTliIN ONE-HAlf WLE rRC*.! THE PROJECT BOUNDARIES THAT YtlLL RECEl'vf STORl.l WAlER RUNOFF fRQ,4 THE SITE: (IDENTInABlI 00 WAPS SUCH AS USGS 7.5 WINUlE QUADRANGLI WAfS OR EOUrVAlIN1). 'MiERE SURfACE WATERS RECElVlNC RUNClT ASSOClAITD WITH CooSlRUCTIQN ACTIVITY Will NOT nT ON THE PlAN SHEET, THEY "UST BE IDENTIflED 'filTH AN ARROW, INDICATING BOTH OIRECTIOO AND DISTANCE: TO THE SURFACE WArm. f. lIETHOOS TO BE USED fOR nNAL STA8IUZATION Of All EXPOSED SOIL AREAS. 3. Ye[RE STORWWATER IoIIT1GATION IolEASURES REOl!IRED AS THE RESULT OF AN EN..,.,RONWENTAl., ARCHAEOlOGICAl., OR OTHER REQUIRED lOCAl, STA1[, OR FEDERAL REVIEW OF THE PRO..I:Cr! IF YEs, DESffilBE HOW 1t(SE IoIEA$URES WERE ADDRESSED IN THE S\W'PP. THE PRCPOSED SlOOWWA T[R WANAGOENT SYSTrW HAS BEEN DESlGtt:D PER THE CTY or OiANH~, WNQHR 00 H us ARI.lY a)Rp$ rs ENGINEERS REQUIREIIENTS. GENERAL SITE INFORMATION (CONT.) 4. IS THE PRQ..ECT LOCATED ~ A KARST AREA sum THAT ADDITIONAL IoIEASlJRES WWl.D BE NECESSARY TO PROlECT DRINKING WA lER 51..lPPl Y WANAGEUENT AREAS AS DESCRIBED IN IolINN. R. CHAPTERS 7050 AND 50601 IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. " 5. DOES THE SITE DlSOiARGE 10 foN IMPAIRED WATER THAT HAS AN APPROVED ThlOLIIr.lPlEMENTATION PlAN THAT CONTAINS R[QUlRElolENTS fOR CONSTRUCTION STORt.lWA lER DISCHARGES? IF YEs, IDENTIFY mE RECEIVING WATER AND THE AREAS a' THE SITE OISOiARONG TO IT DESCRIBE THE TYPE AND lOCATlCtlS Cf' BWPS THAT ARE AFf'RCPRIAlE Foo THE sm AND SUmCl[NT TO COMPlY YtlTH AU. APPUCA8LI REOUIREWENTS Of THE NDl IWPilllENTATION PlAN " SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM 1. 'Mll THE PRMCT CREATE A NEW CUWULA TIV'E IMPERVIOUS SURf Act: CREA T[R THAN OR EOUAl TO ONE ACRE? J_YES _ NO IF 'tfs' A WA.TER QUAliTY vcx.UIoIE OF ~ INDi Of RUNOIT mOM THIS AREA MUST BE TREATED BUORE LEAVING THE SITE OR ENTERING SURfACE WATERS (I INCH If OISCHARGlNG TO SPEOAL WAlERS). 2. DESCRIBE 'M-iICH lIETHOO fflLl BE USED TO TREAT RUNOFF FROW THE NEW II.lPERVlOUS SURFACES CREATED BY THE PRD,[CT: efT-sm: REGIONAl .u OETENTION/RETENnON srna.l(NT BASN 3. INQUDE All CALCULA TIOOS AND DESIGN INFORIoIA TIOO FOR THE WETHOD SElECTED. SEE PART li.C OF THE PERUIT FOR sprone R(OUlREWENTS ASSOClATED WITH [ADi WETHOO. M WAomTY CF THE RUNCJT JIll BE COLlECTrD VIA c.R8 AM) WT1ER. STOOY S[l(R ANO CATCH BASINS TO AN OFT-SllE REGIONAl WET DETEN~/RrnN~ SEOlUENT BASIN 'ltiERE THE RAl[ CONlRCl AND WATER QJAUTY lREATVENT WLl OCCUR FOR 1HIS SIlL All CALCUl.ATIM a: DESIGN INFtRlATION Fre THE: STtRW SEWER SYSTOI HAS ElEEN PREPARED BY A PRCfiSSIONAL ENGINEER I: 'MLl BE KEPT ON ru: AT PROTERRA DESIGH ASSOOAlES, we. 4. OESCRIBE VlliY illS NOT FEASIBlE TO I.4EET THE TREAT\l.ENT R[QUIREWENT Foo THE WAT['R Co\IALITY VOlUIoI[ THIS CAN INClUDE PROXIWITY TO El(DROCK OR ROAD PROJECTS WHERE THE: LAO< CF RIGHT Of WAY PREa.UOES THE INSTAUATIQII Of ANY PERIolANENT STORl.lWATrn WANAGEWENT PRACTICES. DESCRIBE WHAT OTHER TREAT\lENT. SUDi AS GRASSES SWAlES. SWAUER PONDS" OR GRIT CHAWBERS, WIll BE IMPillIENTED TO TREAT RUNOff PRIOR TO DISOiARGE TO SURFACE WA lERS. NA 5. If PROPOSING AN ALTERNATIVE t.4ElHOO TO TREAT RUNCJT FROM THE NEW II.lPERVlOUS SURFACES, DESCRIBE HOW THIS AlltRNATIV'E Will ACHIEVE APPROXlIolAlUY 80% REIoIOVAl. or TOTAL SUSPENDrn S<XJOS ON AN ANNUAL AVERAGE BASIS. NOlE; F PROPOSING AN ALTERNATIVE METHOD, YOO WUST SUBI.IIT IN YaJR 5'M'PP TO MPCA AT L[AST 90 DAYS PRIOR TO THE STARTING DA.lE OF THE CONSTRUCTIOO ACTIVITY. NA EROSION PREVENTION PRACTICES DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFTER STRIPS, HORIZeliTAL SlOPE G\ADlNG, AND OTHER CCNSTRUCTION PRACTICES TO MINlfollZE EROSION. CE~EATE AREAS NOT TO OC DISTURBED (E.G., 'NTH FLAGS, STAKES, SIGNS, SILT FENCES, ETC.) BEFooE WORK BEGINS. THE ORDER ~ CONSTRUCTIoo ACTIVlTIES WIll BE AS FOllOWS; 1. CONTRACTOR SHAll VERIFY THE RECEJPT or THE NPDES PERIoIlT FROW THE WPCA PRIOR TO ANY SITE DISTURBANCE a: HAVE SIGNED AND POSTED S'tIf'PP PLAN 00 SITE. 2. INSTAll ROCK CONSTRUCTION ENTRANCE (SEE OETAlL) 3. INSTALl PERIWEITR SILT FENCE AND OTHER EROSION CONTRa. IolEASl.JRES. CONTRACTOR SHAll HAVE AI.l. [ROSlCN CONTRa. WEASURES tlSPECTED BY THE CITY ~G1NEER PRIOR TO ANY GRADING ACTI""'TlES. 4. NSTA11 STORY ~v.rn SYSIDI F~ PARKING LOT Wl-iIQi CCNNECTS TO THE errs S'r'STEW. 5. BEGIN SlIT EARTH~K ONCE STooW SEWER SYSTDI IS INSTAlliD. THE REWAlNDER Cf THE SllE CAN BE STRIPPED FOR THE BAl.ANa: Cf GRADiNG UIoIITS. 6. PILI TlYSClL 7. STABILIZE DENUDED ARrAS AND smPllES WITHIN 14 DAYS Cf LAST CONSTRUCTICtI ACTI'v'ITY IN THAT AREA. 8. BEGtol UTIUTY INSTAllATION 9. COWPLElE SiTE EARTHWORK 'Mi10i INQ.UDES 6 INDiES a: TCPSOL 10. PRO'o'lOC CERTIFICATION LITTER STATING SITE IS + / - 0.2' TOlERANCE: CF FINAL GRAomG PLAN (TO INCLUDE Hcx..D DOWN AREAS). 11. CORRECT ANY GRAD( DISCREPANCIES 12 SEED &: t.lULot REt.lAINDER OF DISTURBED AREAS. 1.3. STABILIZE REMAINDER OF OISTIJRBEO SITE. 14. COWPLIl[ UTILITY CONSTRUCTION. 15. CORRECT UTUJTY PUNDi UST I1EWS. 16. INSTAll OJRB, GUTTER AND PARKING LOT SECTION. 17. ESTABUSH PERMANENT TURF AND PLANTINGS FOR All DISTIJRBED SOILS 00 EWBANKt.lENT AND SIDE SLCPES IN ACCOODANCE WITH WATERSHED STANDARDS AND SWPPP PLAN. DESCRIBE lEWPORARY EROSIOO PROTECTION OR PERMANENT COVER USED FOR EXPOSED POSJTIVE SLOPES 'MTHIN 200 LINEAl FITT Of A SURFACE WATER (SEE SECTICN IV.B.2 FOR WAXlt.lUW TIt.lE AN AREA CAN REWAlN EXPOSED BASED ON Sl..OPE STIIPNESS). NfA FOR DRAINAGE OR DIVERSION D!TD!ES. DESCRIBE PRACllCES TO STABIUZE THE NORt.lAl Yt(mD PERIWETER WITHIN 200 UNEAL. FITT OF THE PROPERN EDGE OR paNT OF DISCHARGE TO ~FACE WATER. NfA SEDIMENT CONTROL PRACTICES SILT fENCING WIll BE toSTAlLEIl AROONO M f'ER1Iot[l[R CF THE ENTIRE SITE H~ SED!1l[NT CCflTRO.. OF AU. ~ GRADIENT PO&lEITRS PRI(A TO I..ANO OISTURSlNG ACTI""'llES. A ROCl( CGlSlRUCTICtl ENlRAHcr M.l AlSO BE a::>>tSlRUCTEO ffilOR TO AHY lAND OIS1URBlNG ACTIVHI[S IN ORDER TO WINIWIZE \{H1Cl! lRACKINC CF SEOItr.l(NT$. STaRW ORAIN Nfl PROlECTICtl WU II: PlAcm AT All STORw DRAIN tnrT$. STREIT S'/I{EPING Will OCOJR 0'01 AH AS NEEDED BASIS TO REIlO~ ANY EXCESS Wl..O, DIRT OR ROO< 1RACXED flI(lII THE SlTr.. DUWI' lRUCKS HAU~G WATERlAL flIa.lTHE CONSlRUCTl<Jj SllE WIll BE COVERED NTH A TAAPAUlN. SILT FENCING Will BE INSTAil.ED AROUND THE PrnlWETER CF All IDlP(RARY SCll STOCKPll.!S THAT WIll BE: lEFT FOR A PERIOO (f 14 DAYS OR c;REATER. DEWATERING AND BASIN DRAINING 'Mll. M PRo.ECT IiQ.UOC DEWATERNG M BASIN DR,6JNING! _ YES ~ NO ,. YEs, DESCRIBE ~p's IJSID so 1HE DlSO-IARGt OQ[S NOT ADVERSElY AfltCT M RECfl."NG WATER OR OOWNSlRE..... 1.....1O~ERS. 'fA ADDmONAL BMP'S FOR SPECIAL WATERS & DISCHARGES TO WETLAND 1. SPECAl WAITRS. DOCS YOOR PRo..ECT DSCliARc;( TO SPECAl WATERS? _ YES I NO. f NO, SKP TO 't'[ll.ANOS ~CTI~ BELOW. 2. f PROXlWITY TO 8EIlRC(]( OR ROAD PRo..ECTS IHERE THE LAOC CF RIGHT CF WAY PREQ.UDES tHE INSTAllATI(); OF ANY ex: THE P(RWANENT STORWWATER WANAGEWOO PRACTICES, tHEN OTHER TREA1l.IOH SUCH AS GRASSrD SWAlES, SW..-uER flOODS, OR CRIl CH~BERSISREOU.REDPRIOR TOOlS01ARG( TOSURFAC! WATERS. OESCRIBE WrlATOlHER lR(A1l.IENT WIll BE PROVIDED. NfA 1 DESCRIBE ERQSI(); AND SWWENT COOTRo..S FOR EXPOSED SClL AR[AS WITH A CONnNU{JJS POSlTI\{ &.OPE TO A SPECIAl WATERS, AND IDI~ARYSEO"'ENTBASlNSFORAR[AStHATORAlN~ORIlIOREACRESDISTURBEDATOOETIWE. 'fA 4.0ESCRIBE HOW THE PERUANENT STCRWWATER WANAGEWENT mIDI Will [H~ THAT THE PRE ANO POST PRI).,(CT RUNaT RAl[ AND vo...uwE FROW THE 1, ANO 2-YEAR 24-HOOR PREClPITATI(); [',{NTS REIolAlh'S THE SAWE. 1HIS Sill[ WAS ANAlYlED ACCQRDIrlC lD M RATIOrW. WEtHOO ~ CAla.u.lHG THE SIZWC (f' 1H( SlCRW SElt:R SYSTEM. AN CfT-SilTE RECl(h.t,l !mJUIWAlER OCTNTION/RrTDlD BASIl .ll PROWl: RATE CONTRCl. AKJ WATUl OUAUTY TREAT\OT~ ADDITIONAL BMP'S FOR SPECIAL WATERS & DISCHARGES TO WETLAND (CONT.) 5. ~IBE HOW THE PERIol.I.'ENT STORWWAl[R WANAG[wENT SYSTEW WIU. WlNINIZE AHY INCREASE IN lHE lBlPERAlUR[ Of lROUT SlR[..... RECfl."NG WATERS RESULTING IN M 1. AND 2-Y[AR 24-HOOR PRECIPITATION [',{NTS. NfA 6.l'C1l..NOO. DOCS YOOR PRo..ECT DISOlARGE STORWWATER liTH THE POT!NTIAl FOR SKlllnCANT AD\{R5C: INPACTS TO A Vl'Ell.AND (E.G., CCNv[R~Ctl (J" A NATURAl WETlAND TO A STORIo(WAlER POND)! -lli -1...JiQ f YES, [)[~BE THE llE1l..AND W1TICATICtl 5C:0UENCE: THAT 'MIl BE fWO'lUl III ACCORDANCE WITH PART 0 CF APPENDIX A. INSPECTIONS & MAINTENANCE PROCEDURES 1. MSE ARE M ROOTINE INSPEC~ AHD IolAlNTENANC[ PRACTICES THAT 1I11 BE laD TO W.lJNTAIN EROSI()j AND SEDllot[NT CONTROlS. A. IN~CTIONS INQUOE SlABUZED AREAS. EROSICJ\I PREV[NTI()ol AND ~ENT CONTROC5, BWP'S AHD NlLTRATICtl AREAS. B. All CONlRCl. WEA3.JRES WIll BE lNSPEC'J[[) AT l.!AST ao;CE: EAOi W::EK AND FllLlO~G Nf1 ST(I!W EVENT OF O.~ INCHES OR GREA1IJt C. All. WEASUlES WIll BE WAlNTAlNED .. GOOO 'fI'CRKING ORDER; OF A REPAIR IS NECESSARY. IT 'flIll BE HlTlATDl WlTHlN 24 HMS OF REPORT. D. BUn..l UP 5C:OIolENT wu. BE REWO'v{D fRCJ,l SILT FtNCE WHEN IT HAS REACHED ONE-THIRD M HEIQlfCl" THE IDcr. E:. SlLTFtNCE IflILL BE INSPECTED fOR DEP1J.l CF SE~WENT, ltARS, TO sa f lH( FABRK: ISSECUREl.Y ATIACHED TO nt: FtNCE POSTS. AND TO SEI tHAT THE FtNCE POSTS ARf F1R~Y IN 1J.lE GROOND. r. THESEOIWENTBASlNS'W111BEINSPECTEDr~[)[PTHCfDWENT,AHOEULTUPSEDII,IENTWlllBEI!Dr.4OVEOlltlENIlREAOlES10 PERCENT Of THE OESCH CAPACITY AND/OR AT THE ENO CF THE n. C. rrWPORARY AND PERIlANENT SfrnNG AND PlANTING Will BE INSPECTEO FOR BARE SPOTS, WASHOOTS AND HEALtHy GROWTIi. H. D1VERSlCHOlKES (BERWS) \fl\llBE INSPEClED ANOAHYBREACHESPROrolPll.YPREPARrn. L A WAlNTENANCE IiSPECTlON REPORT fI1U. BE WADE ArTUl EAOi INSPECTI()ol AND A COPY Will BE fAX[!) TO BOTH PAISl.!Y PARK EHTEPRlg:s AND PROTERRA OESlGN ASSOCIATES, INC. A copy Of THE REPORT fORWTO BE COIr.IPL['J[[) BY THE INSPECTOR IS "nAMO J. m:o F~ MU. S01:CT THREE IN[)I"'DUAlS '*'10 WlU BE RESP~SlBl! FOR INSPECTICl'Is. WAIN"TtNANC[ AND REPAIR ACTI."11ES,, ANO fWNG OUT THE INSPECTION AND WAJ.lTENANCE REPORT. I( PEllSCfINU 5C:UC'J[[) FeR INsPECTlctl AND WAlNTENAHcr RESPOHSlBlUTIES MlL REC8>,{ TRAINING FROlI m:o rAlllt \fl\U BE TRAINED IN All THE INSPECTICtl AND WAlN1'EHANC[ PRACTICES NEcrSSARY FOR Kill'lNC M: EROS!'" AND ~ENT WflRCt.S USED ONSlTE IN COOO WORKING ORDER. 2. NCN-STQRlot WATER D1SCHARG[S -IT IS E:>>'EC'J[[) THAT tHE fWQ'MNG N()tj-STORll WAlER D1SCHARc;(S 'MlL OCCUR rRCl.I THE S!l[ D~NGTHEC(}jSTRUCnCtlPERj{D: A. WAlER fR().t WATER ltlE n.USHlNcs. B. PA',GlENT WA::;.l WATERS (MiERE NO SPU.lS OR lEAXS Of TOXIC OR HAZAROOOS WAl[RIAlS HA',{ OCCURRED). C. UNCONTAMINAT!D GROUNDWATER (fRCJ,l DEWATERING EXCAVA"J1();). All. NON-STORIoI WATER llIS(}(ARGES \fl\ll BE DIRECTED .TO THE SEDlWENT BASIN PRIOR TOO DIS01AR<L POLLUTION PREVENTION MANAGEMENT MEASURES 1. WASTE IoIATERlAlS AU. WASft WAlERIAlS WIll BE ClUEC'J[[) AND STORED IN A SECURElY UOOED IoIElAl OutdPSTER REN'J[[) FROW A UCENSED SCUD WASTE WANMnlENT cnlPANY. THE DJllPS"1[R wu. WEET All LOCAl AND ANY STAlE SOlD WASlE WANAGEWENT REGUlATK:HS. All 'lR,l,9iANOCCWSTRUCllONOCBRISFROIITHESlT[\fl\llBEO[POSI1[DINMDUWP$T[R_ THE OOllP$lERWlll BEflol1'TIfD AWINIIIJW CF TWCE PER wax OR IoIORE Cf1[N f" NECESSARY, AND M TRASH 'MU. BE PRCffRl Y DlSPOSfD. NO crNSlRUCTICtl WASTE ~ TERlAlS !Ill BE BURlED CtlSlTL AU. PERSONNEl. MJ. BE IiSTRUC'J[[) REGARDING M: CORRECT PROCEllURE fOR WASTE OISPOSAI... NOTICES STATlNC THE$[ PRACTICES 'MU. BE POST[D Ii THE CfllCE TRAIlER AND BRucr DRESEI.. THE INDlilDUAl WHO WANAGES OAY-TO-DAYllPERATlCtl5,W111BERESPONSlaLF<Ji:S[[ING THAT THESE PROCIDURESARfFalCMDl. 2. HAZARDOUS WAST! All HAZARDOOS WASTE WA1ERIAlS \fl\ll BE IlISPOSC:D OF IN lHE ~tO SPECIfIED BY LOCAl OR STATE RECU.A.TION OR BY THE IllANUfACTURER. SIft P(R$()jNElllftll BE INSTRUCTED IN THESE PRACTICES AND ~cr 0RESEl.. THE NDlilOUAl WHO WANAGES OAY-Te-DAY SITE OPERATIONS. lILl Br RESPONSlIlLE FOR ~G THAT THESE PRACTICES ARE fCUO\llUl. J. SANITARY WASTE All SANITARY WASTE \fl\Ll BE CQlEC'J[[) f"R<I.l THE PORTABLI UNITS A WINIWUIoI Of ONE TIllE PER WEEK BY A UCEN5C:O SANITARY WASTE WANAID4ENT CONlRACTOR m WORE OF!EN F REWRED BY LOCAl REQJLATI~S. 4. EXTERNAl WASHINC CF TRUCKS AND OTHER CONSTRUCTION lllll BE PRG1IB1lED. ~ SPU..l PR[>,{NTICtl PlAN .... 1l-E WATERIAI..S OR SlJBSTANCES lISTED 1lEl.0W ARE: [llf'[CTED TO BE PRESENT OOSlTE Dl.IllNG ~TRUC1lON: 1. ClJIICRrn 2. OETEIlC[HTS J. PAlNTS{EN,lJjElilLATEX) 4 WETAlPOSTS ~ TAR 6. FERTIUZERS 7. PETRoc.EUW BASED PROOUClS B. THEFOllO'MNGAR(THEWATEIIlAlWANAG[).lENTPRACTICESTliATWll18[USEOTORlDUCE THE RISK OF SPlUS OR OTHER ACCOENTAI.. EXPOSURE CF WA1[)lIAl$ AHO SUBSTANCES TO STORIoI WAT!R RUNOFF. l. GOOO 1f()J~[(?ING.: tHE FOLlOWING GOOO HOOSEKEEPING PRACTICES WIll BE FWOWED OOSlTE DURING COOSTRUCTION PRO.ECT. A. AN EFTan WIll BE WADE TO STORE OiLY ENClJGH PRODUCT REOUIRED TO 00 THE n B. ALl IlATERlAlS STOREO CtlSlTE WIll BE STORED IN A N[AT, OROERlY WANN[ll1N 1H[lR APPROPRlATL CCtlTAlN[RS At{) f" POSSlELE. UNDER A ROOf OR OtHER ENQOSURE.. C. PROOUCTS WIll BE KEYT IN THOR (ftlQNAl CONTAINERS lllTH T1iE ORIGINAl WANUfACTURER'S lABEl.. D. SUBS1ANcrS YIIlI. NOT BE WlXED \fl\TH t>E ANOTHER UNLESS RECOllU.fEHDED BY THE WANLFACTURER E:. WtiEhE'w{R POSSIBlL. All OF A PROOUCT WIll BE USED uP EUORE OISPOSNG ex: THE CCtlTAlNER. F. WANUfACMlERS" REC()jwOiOAl\();S fOR PROPER USE At{) 0lSl'0SAl WIU. BE rouoo. C. M SITE SUP(RINlEHOENT WllINSPECT DAILY TO EN~ PRCffR I1SE AND OISP05Al OF ~!ERlAlS ON 5TTL 2.HAZARDOOSPROOJCTS.: THESEPRAC1lcrsARE~TOREOUCETHER~SASSOClA1IDWI'fHHAZAAOOJSWATERIAL.5. A. PROOUCTS \fl\Ll BE KEPT IN ORIQNA!. CONT.lJNERS UNlESS 1IU ARE NOT RESEAl.ABl.E. B. OOIQNAllABELS AND WATERlAl SAf[lY OATA 'MU. BE RETAJIIEO; THEY CCJ\ITAlN IoIPORTAHT PROOUClINfORIolATI()ol C. If SURPlUS PROOUCT Wl/ST BE DISPOSED OF, WANUfAClUR[RS" m lOCAl OR STAT[ RECC),IWENDED WE"THOOS FOR PRCI'ER DIsPOSAl Nll BE fOLlOMD. C. M FCUO'MNG PROOUCT SPECIFlC PRACTICES WIll BE FOlLO'llffi ONSlTE: 1.PETROUUWPROOUCTS.: AllONSlTEVEHlClIS\fl\LlBEWONIlOREDFORLEAKSANDRECElVEREGJl.JJlPREVENTAT1VEWAINlENANCE TO REOUC( THE CHANe[ OF LEAKAGE. PETRM\.Al PROOUClS \fl\ll BE ST~ED IN TIGHTlY SEAlED CCJlTAlNERS 'Mi10i ARE a.EA.RL Y lABlliD. ANY ASPHAlT SUBSTANcrS U5C:O ONSlTE 'MU BE APPUED ACCORDING TO THE .llANUfAClURERs" RECOWWENDATIONS. 2. FERTILIZERS: FIRTlUZERS WIll II: APPUED ONLY IN THE WINIWUW AWOUNTS RECOlIIolENOCI) BY THE WANLfAClURER. Otlcr APPUED. fEllTlUZER \fl\ll BE 'IIOlKED INTO M sm TO UlllIT EXPOSURE TO Sl~ WATER. STORAGE"Mll BE IN A CQ>,{RfD 9n>. THE CONTENTS OF ANY PAATlAUY U~O BAGS OF fERTIUZER Will BE TRANSITllRED TO A ~AlABlE PlASTIC BIN TO A'lUD SPElls. 1 P.lJNTS; All Cl)jTA.lNERS 'MU. BE 1lQ;ll.Y SEAlID AND STeRED 'MiEN NOT RECUR[]) FOR us. EXCESS PAINT IIU NOT II: DISCHARGED TO THE STCRW SEWER SYSTO.I BUT 'Mll1IE PROPERlY DISPOSED OF ACCORDlNC TO WA.NUFACMERS" INSTRUCTIONS OR STATE AND lOCAlREQJlA1ION5. 4. CCtlCRETE m.x:KS: CCJ\ICRETE 1R\JCl(S IIll lIE AllOll(O TO WASH em OR DSCHARGE S1JRPl.US CONCRETE OR ORIA! WASH WAl[R CtIlY IN THE CONlRCl..L.ED PORTAB..E ~CRETE WASI-i OUT CON1A1NER IN AN AREA AS DESI()lED ON THE SITE, -....ol 'IlU BE .llONIlORED A WINIWUW CF CliCE A WEEK D. IN ADDI110N TO THE GOOO HOUSEKEEPING AND WAlERIAl IolANAG[WENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PlAN, THE FOUOYolNG PRACl1CES WlLl BE fOllOWED FOR SPu..L PREVt:NlJ()j AND aIANUP; l. WANUFACTURERS' RECOUWENDATION IolETHOOS FOR SPIll Cl.!ANUP WIll BE Q.fARLY POSTED AND SITE PERSONNEl. Wtl.l BE IolADE AWARE Of THE PROCEDURES AND THE LOCATION or THE INFORIoIATION AND QEANUP SUPPLIES. 2. t.lATERIALS AND EOOIPWENT NECESSARY FOR SPIll ClfANUP YI1Ll BE KEPT IN THE WATERIAL STORAGE AREA ONSlTr. EOUIPIoIENT AND IoIAlERlAlS 'MLl INQUDE BUT NOT BE UWllED TO BROOI.lS. lXlST PANS, WOPS, RAGS, GlOVES. GOGGlES, UTTER. SAND, SAWDUST, AND PlASTIC AND J.lETAI. TRASH ~TAlNERS SPEClflCAl.1 Y FOR THIS PURPOSE. .3. All SPillS 'Mll BE a.IANED UP IUt.lEDlAlIL Y AFTER DISCOt,[RY. 4. THE ~Ill AREA Will BE KEPT 'fIUl VENTILATED ANO PERS()jNEl. WIll 'lOR PROTECTIVE a.OTHING TO PREVENT INJ.lRY fR()oI CONTACT WITH A HAZARDOUS SUBSTANCE. 5. ~lllS OF TOXIC OR HAZARDOUS t.lATERIALS YI1ll BE REPORTED TO THE APPROPRIATE STATE CR LOCAL GOVERNLlENT AGENCY, REGARDLISS OF THE SIZE.. 6. THE ~Ill PRE',{NllON PLAN WIll BE ADJJSTED TO INQ..UOE WEASURES TO PREVENT THIS l"rPE Of SPIll FROIoI REOCCURRNG AND HOW TO WAN UP THE SPill If THERE IS ANOTHER ONE. A DESCRIPTION Of THE SPILl, \flHAT CAUSED IT ,6,ND M Q.EANUP WEASl.JRES YI1Ll ALSO (I( INCl.UDED. 7. FRED FAM. THE SITE SUPERINTENDENT RESPONSlBLI FOR THE OAY-To-OAY SITE Cf'ERATIONS, 'Mll BE THE SPIll PREIJ[NTIOO AND a..EANlJ> COORDINATOR:. HE Wlll DESiGNATE AT LIAST THRff OTHER sm: PERSONNEl WI10 'MLL RECEIVE SPll PREVEN~ AND Q.[ANUP TRAINING. THE$[ INDl~DUAlS 'fIlLl EACH BECOIolE RESPONSlBlf FOR A PARTICULAR PHASE OF PREVENTICJ.l AND WAN UP. THE NAWES Of RESPONSlBlI SPIll f'[RSCNNEl Will BE POSTED IN THE WATERIAL S10RAGE AREA AND IN THE OFFICE TRAlLIR CNSlTE. FINAL STABILIZATION RECORDS RETENTION DESCRIBE HOW YCIJ Will AOl'[v[ ft<AI.. SlABIUZAT\ON OF THE SITE. SlJBWIT A NOTE \fl\THIN 30 OAYS AfTER fINAl.. STAIlIUZAT!Qli fINAl STABl.IZATICIII ..l.L BE Al)tE\{!) .TH M CCII"I.tDOtC (f' (DSlIU:TICIII (J" THE PARKING LOT II CfPY OF T1iE SIWPP PlAN ANO DETAILS, INClUDING THE IN5P[CTI[)IIl RECCRDS WILL BE POSTtD IN THE CONSTRUCTI[)IIl J)8 TRAILER AND \IKN ThE PRO.ECT IS COWPlITED, BE PROY1OED TO THE OAJ(S HM O'l'lNERS ASSOClATICtl. THE OE\ofiOPER WIll BE PROVIDING A P[Rt.lANENT CPERATIeJO ANO W.lJN1[NANcr PLAN f~ PR(1l(R CARE OF THE STCRWWATER SEl)II,IENTAT1ON PlAN. THIS llOCUUENT WILL BE lURHID O~ TO THE OAKS H()IE O~ERS ASSOClATI~_ CAlCUlATIONS FCR THE DESIGN Of THE PERWANENT ST~WA1ER WANAGEWOH SYSIDl Will oc I([PT ON F1L[IN THE CfFICE IT PROTERRA OCSIGN ASSOCIATES, IWC, 1. PRllFISSI();AI.. CERTIflCATOi POLLUTION PREVENTION PLAN CERTIFICATION I HEREBY CERlfY THAT tHIS PlAN, SPECflCATOi ~ REPIJ.1T WAS PREPARED BY WE OR UNDER WY /:lIR[CT SI.II'ER'otSIGl ANIlTHAT I ..... A DULY REGlSTIRED PRCftSSlONAl ENGINEER Ut<<R THE LAVIS Of M SlAT[ OF WINNESOTA. Sl<MD: ~ ~ CR[(;anD.wORIs.PE CAlE REI;. NO. PROITRRA OCSlGN ASSOOATES, INC. 2.CONlRACTOlfs CERTIFICATION I CERlfY UNDER PENAlTY OF LAW THAT I UNDERSTAND THE lERIoIS AND CONDlTICNS OF THE GENERAl NAT10NAl Po..WTANT DISCHARGE EUWNATlON sysrrw (NPOES) PERWIT lliAT AUTHORIZES THE STffil,j WATER OIS(}(ARGES ASSOClA'J[[) VeITH CONSTRUCTION ACTI'o1TY FROM T1iE CONSTRUCTION SITE IXNTIflED ~ PART (J" THlS crRTInCATION. S1GNAllJRE 0'" G[NrRAl COlfTRAClM N^,,' RESPONSlBI.IFOR CQWPANY PHMNUWBER AW<ESS ClTY,STATE I: ZIP SIGNATURE OArr lE\IPreARY a: PERWANENT STABlU1ATION .^", RE5f'ONSl8L[FeJi: CCI,lPANY PH(W[NUWBER AW<ESS C1TY,STAITa:ZIf' S1l:NATURE OArr STABIUzrn CONSTRUCTION, ENlRANCE [ARlH 0IKrS, SEDIMENT BASIN ,^", RESPONSlBl!fOR C(),IPANY PHONE NUW8[R AW<ESS CITY. STAl[l: ZIP PRELIMINARY FOR REVIEW ONLY O' 40' ~- 80' PREPARED FOR; [l '" iil " ~~~ ~......lI'l Z~z ~Q::E ~z . ~Oz <~~ p..,O'" :><Q~ ~~~ "'......:!l ~~U REGISTRATION: I hereby certify that this plan, specification. or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the atate of Minnesota. ...- GREGORY D. MORIS T.,...__ 08.07.07 - 26922 "-CI-JIiD. i:! ~ ~ 8 ~ ~ ~ ~ f ~ ~ 120' !? I ~ 0 I!! il g~ &is zz g::i. QW "'~ z~ ~o REVlSIQNS: No.; ...,. """ -- -- -- -- -- -- -- -- -- -- Z 0 ~ E-- ~ Q ~ ~E)~~ Po......:l~~ tI:l ><OZ . ~ I ~;~~ 0 Z .~ "I Cl.. 1< ::; p., ~ t Po. Po. ~ tI:l Pro;ectNo: 07049 DrnnBy. MLS Checked By. AAK 0... 08.07.07 ~ SM<< C3.3 \ I \ ! I I \ \ \ ,. go' BEND \ I " . \ \ E"'DSlJl " HOD P.v.~ WAT[R"~NI ' -VPRCJ>OSED 6- C-9OO P.V.c. WATERW.AJN \-1 ' CQNN[CTTO EXtSTING10" STUB,10.X6"REOUCCR ! - - ~~I;~N: ;~588 \ ~OiD:~NcOONECnCW TO EXIS11NG , COULTER ROAD INI<RT=-k~~lgT~;};~:15' 1 'T _EX_'.JTM_Cr-ViM-EX-'..JTM ~[X-'.iT~~- L-... I _ X_wTM_EX_;';,M_f:X-'.lTI-I-E):-l,Ji..,-EX-vl'r . - _EX_'w',M_Ex-',.r,t.ol :..^!I,,:T~ [ L 1 ~ ,...- ~ i MCGLYNN DRIVE I 1-# 11 1\ \ I II i i i CBI.lH-2 GRATE .. gn.aa " LNVERT"" 97U6 / / 30'-12" RCP 0 1.64% / \ \ \ ' i \ \ I I \ \ \ \ \ \ \ \ -IT I!~il~- \ ili \ \ 11,.\1", \ I I II.. \ \. ~ \1' , II \ I II! . ~ 1,.[1',1 I 0, \ ~ \11\, ~ I.,\il,.,. \ \ II \ II\' !It EXISTING DAY CARE CENTER \~. 1- /" {['III ! I A- A . -7 GRATE.. 976.60 INVERT.. 97250 \ \ II \ \ iJI I I ~ \ I I I \ \ ~ ~ 5 ~ ~ ~EWOIJE 12' EXISTING 15" STUa NOTE: ALl.PROPOSW S1RITT CONSTRUCTION SHAU.. BE ~Pl..[T[!) USING APPRMO t.lATERW5, WETHODS or t.lENT AND TESTING }$ REQUIRED BY All COVERNING CIFlCATlONS or THE CITY OF ~HASS[N AND THE ATE OF WINN[SOTA OCPARTW[NT OF TRANSPORTATION. CONTRACTOR TO GIVE 48 HR NOTICE TO All RESIDENTS AFFECTED BY Trl.lPORAR'l' W,t.JER SERVICE INT!:RRUPTION. INSULATE SEWER WHEN COVER IS lESS TIWl 6'. ~ITARY t.lANHO\.ES SIW.l REQUIRE EXTERNAl. CHIl.lNEY SEAlS /IS PER THE CITY OF CH#lH.lSSEN SPEOAC.l.TI()>lS. All STORl.l SEWER OUTLETS SIW.l HAVE THE lAST 3 .K)IN"fS TIED WHICH SHAU. BE INCIDENTAl.. TO THE UNIT PRICE. fk-- GENERAL NOTES ,. CONTRACTOR SfW..L. CONTACT -GOPHER STATI ONE CAU.-, TWO BUSINESS DAYS PRIOR TO EXCAVATION AND/OR CONSTRUCTION, FOR UTIlITY LOCATIONS. TWIN CITIES WETRO ARf).; 651.454.0002; TOU-FREE: 800.252.1166; OR ON-UHE AT: WWW.~HERSTATIONECAl.LORG 2. THE SHOWN LOCATlON Of EXlSTI~ WDERGROUND UTIliTIES IS AN APPROXlIJJ.TI LOCATION ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFlED. THE EXACT LOCATION OF AU. UTIliTIES MUST BE VERIFIED PRIOR TO COt.4WENCING WORK. CONTRACTOR SHAll. FIELD VERIFY THE LOCA.TIQNS AND ElIVATIONS Of EX!STlNG UllLITlES AND TOPOGAAPHlC FEATlJRES PRIOR TO STAAT or SrTE EXCAVATION. THE CON1RACTOR SHAll ILll.lEDlATELY NOTIFY THE PROJECT ENGINEER Cf Nf( DISCREPANCIES OR VAAlATlONS FROW Pi..AN. 3. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR Nff AND ALl OAW.GES Wl-l~H l.lIGHl BE OCCASIONED BY Tl-[ FAILURE Of THE CONTRACTOR TO EXACTLY LOCATI AND PRESER\'E ANY AND AU. UNDERGROUND UTUTIES. 4. EXI5nNG SURVEY INFORt.lATI(XII PRO'v'lDEO BY ,lDVANCE SURVEYING &: ENGINEERING CO.. EXISTING TOPOGRAPHIC INFORl.lAlION PROVIDED BY N.NANCE SURVEYING I: ENGINEERING CO_ PROTIRRA DESIGN ASSOCIATIS, INC. SHAlL NOT BE RESPONSIBLE FOR THE ACC\JRACY Of INFORt.lATlON PROVIDED BY WoIANCE SURVEYING a: ENGINEERING CO. CONCERNING EXISTING INFORl.lATlON. UTIUTY NOTES 1. COOSTRUCT1DN [NTRANCES SHAlL BE SURFACED WITH 1-1/2" - 2- ClEAR AGGREGATE ACROSS FUU WlDTH, mow ENTRANCE POINT TO flm FUT WlTHIN PROPERTY UNE. REFrR TO ROO< CONSTRUCOON ENTRANCE DETAIL FOR INSTAl..l.ATION PROCEDURES. 2. CONTRACTOR SIW.L BE RESPONSlBIl FOR All HORIZONTAl.. AND VERTICAl CONTROL ONCE THE AL.X;NI.IENl HAS BEEN ESTABLlSHED IN THE FIELD BY THE SURVEYOR AND SHAlL INCUR All COST FOR THE RE -ESTABUSHMENl OF SAME. 3. CONTRACTOR SHAU BE SOll1.Y RESPONSIBLE FOR ANY AND AU. APPUCABLE TISTING FOR SOL DENSlTIES I: UTlUTY TESTING AS PER THE GO'v[RNING AG[NaES TO WEET 00 EXCEED THE REQUIRED GUIDEUNES FOR TESTING, WITH NO ADDITIOOAL CONPENSATlCtl WADE. 4. ALl [XC(SS MATERIAl., BITlJWINOUS ~fAaNG, COOCRElE mws, ANY ABAND()ojED UTUTY 11[MS, AND OTHER UNSTABlE WATERIALS INQ.UDING CllARED a: GRU8BED WATERlALS, SHALl BECM M PROPERTY OF M OO\ITRACTOO AND ~ALl BE DI~OSEO Of CfT THE ~STRUCTlON SlIT WITH NO CONPENSATION FOR ROlOVAL. ~LESS OTHER'NlSE SPEClnED. 5. PROPOSED SPOT ElEVATIONS AND CONTOURS ME TO TOP Of GR.ALlE, PAVEMENT OR GUTTER Uti[, ~LESS OTHERWlSE SP(Qnm. 6. C()ojTRACTOR SHALL INSTALl.., INSPECT, WAlNTAJN AND REWOVE THE NECESSARY SlGNAGE FOR LANE ClOSURES. AU TRAFFIC CONTROl O[VI(IS AND SIGNING SHALl CONFOIUI TO t.4nDOT AND/OR Tl-lE CITY OF CHANHASSEN ID4PORARY TRAFfIC C(X>lTROL GUIDEUNES. 7. CONTRACTOR SHAll. NOTlFY THE CITY Of QW.lHASSEN, PUBUC WORKS O(PA/ffi,I[NT, 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. em Of CHANHASSEN INSPECTORS I.IUST OBSERVt: AU. WORK CQt.lPLETED, INCLUDING THE REl.lOVAl.. OF EXlSTlNG CURB &: GUTTER, REMOVAl.. AND REPL.ACE.WENT OF FIRE H"l'OO.6JiT, [XCAVATION OF TRENCHES, PlACEMENT OF STORW DRAIN. COONECTIONS TO EX/STl!\G UllL./T'{ UNES, EW:KFl~G AND REPlACE!.lENl Of BITUl.IlNOUS PAYOlOO AND/OR CONCRETE CURB AND GLITTER. 8. ALl CONSTRUCTION WUST Cl),IPlY WITH CITY ENGINEERS ASSOCIATION Of WINN[SOTA {C[At.l}. 9. CARE WUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUWENTS AND/OR PROPERTY IRONS. 10. CONTRACTOR SHAll BE SOLELY RES?OOSIBLE TO REPAIR ANi AND AU OA/.I.AC( TO EXlSTING STRUCTURES, RETAINING WAl.lS AND EXISTING SlTI fEATURES OUE TO CONSTRUCTION AClMTlES. , 1. CONTRACTOR SHAll "'-'INTAiN A t.lINIMUW Cf 8.0 FEET COYER OVER TOP Of ALl PROPOSED WATERWJN. MATERIALS WATIRMAlN C-9OO PIC C-900 PIC WATIRJ.WN FITTINGS HYORANTlEADS HYDRANT WU[uffi SUPER CENTURIAN OR WATEROUS PACER 250 CONSTRUcnON SEQUENCE 1. CONTRACTOR SHALl 'vtR1FY THE RECEIPT Of T1-( NPQ(S P[RWrT fR()I,l THE MPCA PRIOR TO mr SIT[ OI5ruRBANCE.. 2. INSTALl ROCK CONSTRUCTION ENTRANC[ (SEE DETAiL). 3. INSTAlL PERIlr.lETER SILT FrNCE AND OTHER EROSION CONTROl. l.IEASURES. CONTRACTOR SHAIJ. HAVE AU EROSION CONTROL MEASURES INSPECTID BY THE CfIY ENGINEER PRIOR TO ANi GRADING ACTMTIES. 4. BEGIN SITE EARTHWORK. 5. PERW.NOO TlJRf ESlABUSHED OF DI5ruRBED SOlS ON E!.l8ANKMENT AND SIDE SlOPES IN ACCORDANCE WITH WATERSHED STANDARDS. 6. BEGIN UTIU1Y CONSTROCTIOH. 7. COt.4?Lffi SIT[ EARTHWORK. 8. COlr.lPlETE UllUTY CONSTRUCTION. 9. REWOVE AU. SILT DEPOSITS FROI.l SlIT AND REMOVE PERlloIETER SILT FENCING AND CHECK twlS UPON FNAl. ACCEPTANCE OF THE PROJECT. LEGEND EXISTING PROPOSED (s:' '" SANITARY SEWER l.lANHOLE @ '" SANITARY S(WER WANHOLE /.)- '" H'YDRANT -t '" H'roRANT t>'<.J Vlpp :: GAlE VALl,{ H III: GAT[ VAL\{ 0 '" POY/[R POlE .r. = lEE 'B [iJ = lllfPHONE BOX H .. BEND @ :: STORl.l SE'M:R WANHOlE . '" STOOIll S(WER il4ANHCl..E td = STORl.l SE'M:R CATCH BASlN iOi III: STOOIll SE'M:R CATCH BASlN . = STORlr.l SEWER WUR > .. flARED [NO SEClloo ~ .. FlARED [NO SECTION &- = FlARED [NO SECll0N WI R1PRAP -EX-SAN- .. SANITARY SEWER UNE -~- .. SANITARY SEWER LINE -EX-WTM- '" WATER LINE -1- = WATER UNE -O:-SlM- '" STORI.l SEYttR UNE -~~- '" STORM SEWER LINE /--"''';>.3-_" = t CONTOUR ,-.,.<",--" = t CONTOUR ;--"""'?J..._"" = 10' CONTOOR ,-.,.<",--" = 10' CONTOUR PRELIMINARY FOR REVIEW ONLY o' 40' ~-- 80' PREPAREO FOR !fl '" ~ r- ~~~ ~......li"l ZP<:Z ~Q::E ~Z . P<:QZ <:i=Q~ ~21'" ~~ "'.... <~U P-.r- REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct s~rvisjon. and that I am a duly Licensed Professional Engineer under the 1a'NS of the state of Minnesota. - GREGORY D. MORIS TlIP-'_"'--d_ 08.07.07 - 26= R.o,HI;t. o l'! il ~~ ajill zz 0:;; l'luf . =>:;1 S! 8~ ~ ~o REVISIONS: No . o.te. Item: ~ ~ ~ ~ ~ ~ ~ i ~ 120' E I ~ z o t--< ~ t--< Q ~~ r-- ~g~~ p..OQ~ ~ .. ~Z~Z ~ !u:l i=Qlll p.. ~ ....:lg2~ >< I tZl~:J1 ~ i<<::: ~::l !p..p..~ !~ Pro;ectNo: 07049 0,..... By. MIS Checbcl By. AAK ""'" 08.07.07 11> 51-' C4.1 ~ 1. Shope of bock of buttress may vory as long 09 poured ogolnst firm undisturbed earth. 2. Dimension C1.C2.C3 should ~~g:~r~e eCqnUOOl9ro t~ lo~~~r than 45', J. Dimension A'.A2.A3 should be os lorge os possible without interfering with t.tJ bolls. 4. e "" ~IS Minimum. 5. Place polyethylene between concrete at pipe. 6. All bends &: fittings sholl be restrained with lr.4egolugs :rn~ :.~, ~ PIPE SIZE 6" 6" lZ" 16" ZO' Z4' 30' PLAN 90' BENDS ,V~lobl'-2". ~ CONCRETE SHALL BE -f " IN CONTACT 'MTH 0..::...-.,_,. ~ THIS QUADRANT l 1 C~C ;;: OF PIPE ---:-'0. ""_, U~~~;B~ii~::;:; SECTION A-A . CITY OF CHAIBASSEI REVISED: 2-97 I""'" flLE NAME: 393 1002 ,n n. .n 1111:1111 I OU uo ou ~I -CONCRETt: BLOCK (TYP.) 'Vn: .n n II 1111:1111 u ou uo TEES ~;; ~~ ;;; '- ~ Note: Conductivity strop. to b. placed around megolug bolts and .e!Oed to woter mom. oe~ ~ ;~ *~ ~ no on n. 1111:1111 u, 'U uo .n no on IIIUIII ou U' 'U CROSSES ;~ !~ .~ ;~ NOlES: 1. "'EGALUGS TO BE USED AT ALl UEQiANICAL ..oNTS. 2... PLACE CONCRETE BLOCK UNDER All GATE VAlVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT CERTAIN HYDRANTS. 4. ALL FITTINGS, NUTS. AND BOLTS SHAll BE SPRAYED USING A BlTUWINOUS COAl TAR COAT SUPPUED BY THE WANUFACTURER. '- Blocking against undisturbed soils.. . CITY OF CBAIBASSEI REVISED: 1-06 I ""T!:, I FILE WJ,lE: 393 1009 BUTTRESS DIMENSIONS ZZ l/Z' BEND 45' BEND 90' BEND/TEE B, 01 BZ Oz B3 0, 1'-5. " 5. " 5. " 5. 2',. "-6. "-5" "-5" 2'-'" " 6" 2'-8" 2' 0" "-'0" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6. 3'-0" Z'-O" 3'-10" 3'-0" 6'-Z" 3' 6" 3'-6" 2' B. 5' 6' 3' 4. B' 4. 4' O. 4'-4" .3'-0" 6'-10. 3' 10 9'-B. 5' O. 9'-3" 6' 0" 17'-0 6'-0" ._~~~ ~ ~'~'~,A~ OJD PLAN 45' BENDS '-~~...'. A_ ~ PLAN 22 1/2. BENDS CONCRETE THRUST BLOCKING 1002 PlATE NO.: r- CMP ;~; ~~~ ;~~ ~~~ ~ 'Ilt- .u U. HYDRANT LEADS I DENOTES IrlCEGAlUG ~~ ~:~ BENDS ,,__,........,........,I----l,........,........,L--l,........,........,..... =t1t===nI= - SLEEVES PLATE NO.: TYPICAL MEGAlUG lOCATION 1009 ~~~:'A ~~i;I' "'~' .;: 0 o o"~l /'ffr ~~~~i~ -./.....~--/--,. -'--'/'. 0-"- :o~ => . REVlSED:1 06 FIlE NAJ.lE:39J 1004 n n. ~ i If ~ .'- . 18.X1B"X8" concrete black TYPICAL . CITY OF GATE VALVE HYDRANT CBAIHASSEI AND BOX INSTAllA TION --- INSTAllATION PLATE NO.: 1004 REVISED: 1-06 I""'" PLATE NO.: 1006 fiLE NAME: J9J 1006 Hydrants shall be Mueller Super Centurion or Waterrous Pacer 250 All Hydrants must be approved by City OPTION 94 BURIED STAINLESS STEEL HARDWARE. MARKER TO BE 5 roOT IN l.ENGTH\~(250 OR APPROVED EQUAL) SPRING I.40UNTED FOR SIDE, MOUNT APPliCATION RED & WHITE IN Ccx...OR REFllCTlVE fiBERGLASS CONSTRUCTION. EXISTING OR rUTU1E CURB OR GUTIER LINE HYDRANT HYDRANT TO BE ,... VALVE BOX ~~Rpl\~r?~&;~p . Ilo-~ \\M~~ ~o d~~I'b"FTE :i la" MIN. ~ SERVICE. - I L, l/Z" :If 3' 2' i HYDRANT SHOE AND BARRELL I SHALL SE PLASTIC WRAPPEDS: ~ AS REQUIRED PER SECTION 2.030 :::i On z 1 CUBlC YARD OF h' ~~~ '". ~ " . ~tt: ~ 1 l/Z" CLEAR ROCK \ '\... -- . ~~~r:~~V::i (':" MIL) CATE VALVE TEE WITH ADAPTER NOTES: 1. ALLH't'ORANTS SHALL HAVE WEEP HOlES. 1S.X1S"XS" CONCRETE SLOCK 2. WINIWUW 7.5' CO~R OVER "AlN. J. All PAINTED SURfACES SHAlL BE SUBJECT TO TWO YEAR WARRENTY PERIOD AS NOTED IN SECTION 2...051 OF THE WA TERl.lAlN SPEClFlCA. TIONS. 4. HYDRANT INSTAlLATION SHALL NQ..UDE A HYDRANT MARKER. 5. All JOINTS SHALL BE RESTRAINED "'A WECA.-LUGS MECHANICAL JOINT RESTRAINT. 6. All HYtlRANT TO BE PLtJWB TO VERTICAl AXIS,. WAXlWUW ALLOWABLE TO BE 1/2~ PER FOOT OF HYDRANT. STREET E I 10' TYPICAL CITY OF CBAIBASSEI I""'" I .,: ,. '.. .~o MNOOT 3149.ZA .: .;. ~~6nular Sorrow /1'"" I The bottam of the trench shall be shoped to fit the pipe borrel for at lor 50'"' of tho outs,do diom.t., ,:1 . .........~.I '-=1 .. ..-w '-=1. .8... ... . -111- ~I (Be . . _111- '=1 .. . 111- , ,~~W" illi ";~" l1:;W-1 I Till:, ,,ill D.5Bc Natural Ground ~~~ 0_" E"e .. 00>. o~_ zgV)'~ ]U:5~ ~:gD2 5~~ e u:::!iQ)Q. Dia+12" Min. "Dio" Denotes outside diometer of pipe NOTES: 1. When exi~ting soil conditions are not acceptoble for backfill and/or campaction in the pipe zone, pipe bedding and bockfill sholl be used as shown above. 2. A soils engineer will be required ta determine the depth of the pipe foundation embedment material if needed. Pipe foundation moteriol sholl be accordance with IwlNDOT 3149.2H course filter oggregate. . REVlSED:1-9S Fn..E NAME:J9J 2201 NOTE, The Bottom of the Trench Sholl be Shoped ~~/~u~~~:i&i~~~[~~~ for at Least 50~ of CITY OF CBAIBASSEI . CITY OF CBAIBASSEI PIPE BEDDING IN GOOD SOilS RCP & DIP 2202 PIPE BEDDING IN POOR SOilS I""'" 2201 FILE N.....ME: 393 2202 I""'" I PLATE NO.: REVISED: 2-97 PlATE NO.: No. 6860 No. H-l0361 No. 8-5'60 \:PROVlDE VALVE STtIrlC RISERS No. VB2600W TO WITHIN 6- OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURF ACE IS GREATER THAN S', Grade e B DROP LID Tyler Mueller Bibby-Ste-Croix Sigma I TOP Tyler No. 6860 26- Mueller No H-10361 26" 8Ibby-Ste-Croix No. VB502 27" Sigma No. VB630C EXTENSION Tyler No. 58 14" No. 59 la. No. 60 Z4" Mueller No, 58 14" No. 59 ZO" C Blbby-Ste-C,olx VB5Z0 No, 57 VB521 No. 58 VB522 No. 59 VB523 No. 60 n ~f;:\o-c,OIX ;i: ~;:61 ig: f Sigma No. VB6302 6871 Volve and Box to be ~ plastic wrapped per <..... l~ BASE section 2.030 7.5' Minimum cover required over top of woter main, AdjJst tap to 3/4- below grade. Box to be set to provide 12" of odjJstment. Sigma No. V8630 Tyler No. 6860 Mueller No. H-10357 Bibby-Ste-Croix 8-5001 Gate valve box, screw t)'Pe, 3 piece, 5 '/4" shaft, size G box, 7'-6 extended, 16 round base 9" 14" ZO. Z6" \ GATE VALVE ADAPTER: 1/4" STEEL 'MTH PROTECTIVE COA TING, 1/Z" RUBBER CASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. ~ MueJJer or American . Flow Control Resiliant Wedge Volve .ll.lt g~~ff~~~6 s\~n~~~ with all stainless steel nuts & bolts. J f~>ICOB':,~kfi}td 12- ~+ +: +: +:+: +: +: + + + + + +: +: ::::7+::: ::+ + f I ~ + + + + + + ~:r: + + + + Embedment ~+ ++ + + + + +~~'5qc:'" + ++ + + + Material 6- ~ + + + + + + 1or101o + + . . I t '//////////1 Foundation-f ~ ~ ~ / / ~ ~ ~ (fseRee~u~~d1)! "Bc" Denotes outside diameter of pipe NOTES, 1. A sails Engineer will be required to determine. the depth of the pipe foundation embedment material if needed. Pipe foundation material sholl be in accordance with J.1NDOT .3149.2H course filter oggregate. 2. P.V.C. bedding shall be MNoOT 3149.2B select granulor borrow with 10D~ passing 0 3/4. sieve, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding shall be UNDOT 3149.2A select granular borrow with 100% passing a 3/4" sieve and less than 20% passin9 a NO. 200 sieve. . CITY OF CHAIBASSEI REVISED: 1 06 I ""T!:, I FILE NAME:J9JJ2<lJ PIPE BEDDING P,V,C & ASS PlATE NO.: 2203 PREPARED FOR: gj '" i:il t'- ~g;;;:; E:l....~ ~~z ~O:::E ~z . ~oz <~~ ll.O'" ~@~ .....l<31 "'....::;: ~!eu REGISTRATION: I hereby certify that this plan, specification. or report was prepared by me or under my direct SL4'8rvision. and that I 8m 8 duly licensed Professional Engineer under the laws of the state of Minnesota. - l~..."""'_ - /tog.... ffi ~ ; ~ I ~ ~ ~ ~ i ~ ~ ~ & i f ~ ~ ~ ~ ~ & I ~ ~ S ; ~ I I ~ i ~ ~ g ~ ~ 9 ~ ~ ~ ~ ~ i ~ i 0 ~ ~~ iill8 ZZ g:::i. ow 51 ":J. ! "~ ~o REVISIONS: No_: """,. -- -- -- -- -- -- -- -- -- -- Z 0 """'" E-- """'" Q ~~ ~ ~bg:~ ~ P./-:j ~ ~ ><CJZ . ~ ! ~~~~ ~ Q , "'~'I ....l j < ~ ~ > J p.. p..~ ! .... u ProjeclNo: 07049 Drawn By. - Checked By. - Oalo. - <%> .... C501 = 1- V Grote Shown 2- R Grote Shown sholl be used at 011 low points. n~ ~ ----:r Face of Curb / Direction of Flow PLAN Cotchbosin costing and grate Neenoh R3067-V or equal 3- radius curb box. Precast concrete or HOPE adjusting rings. Minimum of 2-2-, maximum of 5-2- concrete odpsment rings ollowed with 1/4- to 1/2- bed of mortor between each and a 6- thick concrete collar on the outside. Varies 6 1/2" Varies 16" Doghouses sholl be 9routed on both the Inside and outside. SECTION NOTES: 1. Sleps sholl be provided in 011 catch bosin/manholes and storm sewer manholes. 2. Costing to be totally encased in concrete curb section. 3. No block structures are ollowed. 4. No wood shims ore permitted in the adjusting rings. . CITY OF CBAIBASSEI CATCH BASIN 2' X 3' RECTANGULAR 3101 REVISED: 1-06 ""'" PLATE NO.: FlLE NAIllE:393 3101 ~/4- per foot 5' J 7 1/2- Concrete pavement 4- Closs 5 base incidental to apron SECTION A-A No Scale 24' ~AX. RESIDENTIAL 26' MAX. INDUSTRiAl/COMMERCIAL I A I PLAN No Scale = ,. Reinforce Volley Gutter and Triangular Sections with 6" x 6. 16 Welded Wire Mesh. 2. Contraction Joints Sholl be 1/3 the Depth of Slob. ~. Bituminous Paving Section to the Right-of-Way is the Some os Street Paving Section. . CITY OF CBAIBASSEI CONCRETE DRIVEWAY APRON REVISED; 1-06 PLATE NO.: DATE; 5207 FILE NAWE:393 ~207 /::=Neenoh R~067-V costing and grate or equal. PLAN ~Minimum of 2 maximum of 5-2. - concrete adjustment rings with full beds of mortar. ::.----- ~Depc~s~d~;tT~~t~ino~s. , 6- precast reinforced concrete slob. Top of barrel section under top slob to hove f10t top edge sealed with 2 beads of Romnek or equal. All joints in manhole to hove -0. ring rubber gaskets. Precast concrete section NOTES, 1. Doghouses sholl be grouted on both the outside and inside. 2. No block structures ore ollowed. :" 6. Cone. coli or E E c :i ;., Lj6" I SECTION . CITY OF CBAIBASSEI REVISED: 1-06 ""'" FlLE N,IJr,IE:393 3102 VARIABLE 24-x36- slob opening for Neenah R3067-V or equal Note: 1- L Crate shown 2- R Grates sholl be used ot all low points. lw1anhole steps, Neenah R1981J or equal, 16- o.c., Aluminum steps approved. Minimum slob thickness, 6- for 14' depth. Increase thickness ,. for each 4' of depth greater than '4', and reinforce with 6.x6- 10/10 mesh. Grout bottom of manhole to 1/2 diameter at pipe and slope grout 2- toward Invert. CATCH BASIN MANHOLE PLATE NO.: 3102 PL " 2' NOTES: 1. TYPICAL 6- THICK CONCRETE SIDEWALK. ~: ~6~1 dll~INW'~~ ;P~N~~:At~.CA~X~~~~~Y Jg~NOl~~~CING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. . CITY OF CBAIBASSEI REVISED: 1-06 DATE: FILE N"tolE: 393 5214 CONCRETE SIDEWALK PlATE NO.: 5214 '"""- s..mountoble Curb III Cult.. 10 be tron8ilionecl .-.100 B618tlP" otcolchboeln. c :0. '~I 5' M;n. ~ Top of ~ Curb Transition Design gutter line grade SECTION A-A No Scale . CITY OF CBAIBASSEI REVIS([): 1-06 ""'" FILE NAME: 393 3'06 6. lC 24. or 30. or 36- Double Aluminum Street Sign - Both Directions ~ '" c .1{) .i ~ r- " :5 e. C :> ;., . CITY OF CBAIBASSEI REVISED: 1-06 ""'" fiLE NAtolE:393 5Z17 IOlllE CGtc:hbo8in to be dllP.--.d '1!' ~o. dealgrlvulterUne'7odo. N....oto A3QG1-A "'011 be ....-d ot ~ Iowpo;nl.. ~ No Sc:ole c :2. 5' Min. Transition II CURB CONSTRUCTION AT CATCH BASIN 3106 PlATE NO.: Typical Traffic Sign Installation ;cCEJ-. ~~ Anchor Plate Detail STREET AND TRAFFIC SIGN INSTALLA TION 5217 PLATE NO.: 3- ~ 8" 18" Oist_tot~. ,", ~ . CITY OF CHAIBASSEI REVISED: 2-&7 ""'" FlLf NAME: 393 5103 Top Bituminous Material MnDOT B618 Concrete Curb and Gutter Top Bituminous Material MnDOT B612 Concrete Curb and Gutter NOTE: For Use Only .ith PriYOte DrivelWoys. Parking lots, or Medians. r Top Bituminous Material SURMOUNTABLE Concrete Curb and Gutter Bituminous Curb 6" Shoe Formed TYPICAL CURB AND GUTTER PLAtt NO.: 5203 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO PARKING FIRE LANE c :i jo.. NOTES: ,. Signs to be 0 minimum of 12- x 18-. 2. Red on white is preHered. 3. 3M or equal engineer's grade reflective sheeting on aluminum Is preffered. 4. Wording sholl be: NO PARKING FIRE LANE 5. Signs sholl be posted ot each end of the fire lone and at least at every 75' intervals along the fire lone. 6. All signs sholl be duoble sided facing the direction of travel. 7. Post sholl be set bock 0 minimum of 24- but not more than 36- from the bock of curb. 8. A fire lone sholl be required in front of fire department connections extending 5' on each side and olong all areas designated by the Fire Chief. CHANHASSEN FIRE DEPARTMENT FIRE PREVEN TlON POLICY 06-1991 JANUARY 15, 1991 ANY OEVlA TlON FROM THE ABOVE PROCEDURES SHALL BE SU8MITIED IN WRITING, WITH A SITE PLAN. FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. . CITY OF CHAIHASSEI Typical Street Sign Installation ~ -:r~r-;:1 Bolt Post W;th S;gn l ~ to Post in Concrete Expansion Joint t.laterial -10 - 4 Sides Full Depth ~ Typical Sign Installation In Concrete Median NOTES: 1. for Boulevard location of Street Signs and for Traffic Signs. Contoct Chonhossen Street Superintendent (952-227-1303). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area ond 36- or Larger in Size. Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Sholl be the Some os Above, Except Lettering to be White on Blue Background. REVISED: 2-&1 ""'" riLE N,f,I.lE:,39J 5216 FIRE LANE SIGN AGE PLATE NO.: 5218 PREPARED FOR: [fJ '" 5l r- ~~;;; EJ....:g zp::z UlO;:E ~z . p::oz <r:!:lUl P.o'" ><O~ ~~~ "'......:i: ~~u REGISTRATION: I hereby certify that this plan, specification, or report was prepared by me or under my direct: s~rvision, and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. ..- T)PIOII..__ "- Iliog."" I I ~ i ~ ~ ~ . ~ ~ ~ ~ ~ 5 * f ~ 5 ~ E s ~ ~ f ~ ~ ~ ~ ! ~ ~ ~ ~ ~ o l'! iil ~~ ~::l zz g~ ow ::>~ ;;~ ~a REVISIONS: No.: 0trIe: Item" z o ~ ~ Q ~~ r- ~g~~ ~dO~ ~ .. ~Z~z' ~ j~ r:!:lBJ ~ i~~~~~ ~ t ~~~EH 0 ~ ~ ; ~ ~ ~ e ~ ~ Ii i PftljedNo: 07049 DI'8'MlBy. - et.dced By. - Dol.. - ~ s_ C5.2 Nole: S~l fence per ~NDOT specifications, source 2000, machine sliced woven monofilament, 36.wide fastened to steel T-Posls wilh 3(50Ib) lens~e strength plastic zip ties per T-Posl. (~ochine "iced) Dillin. Depll'l of lit fena embeGnerIl EROSION CONTROL FENCE - TYPE 1 Note: Type 2 sat fence is the some os type I with hay boles installed os per detoa. Type 2 to be used 10 protect 011 wetlonds. Steel T Posts 24- in ground Zip Ties Hnv'" C:;trn.. Rnl~. t.o__................. "*u.. VI......... ... 10 M ,..- r... pSI. Ilalcsnlo."witIl.~MaUrid. EROSION CONTROL FENCE - TYPE 2 . CITY OF CIIAIUASSEI SILT FENCE REVISED: 1-04 PlATE NO.: OA'" 5300 tiLE NAJ.lE:J9J !5JOO 6"MIN.DEPTH FOR ROCK lO"MIN.DEPTH FOR WOODCHIPS . REVlSED:1-06 riLE NAME:J93 5301 '8" MINIMUM CUT OFF BERM TO MINiMIZE RUNOFF FROM SITE FILTER F ABRI C NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRA nON ll-IRDUGH ROCK. CITY OF CIIAIUASSEI ROCK CONSTRUCTION ENTRANCE 5301 OA'" PlATE NO.: PREPARED FOR: [fl '" ~ .... ~~i;i ~~~ ~Q~ ~Z . ~oZ <p:l~ p-<O'" ~@~ o-l<3l "'....it <&lU P-<.... REGISTRAT1ON: I hereby certify that this plan. specification, or report was prepared by me or under my direct supervision, and that I em 8 duly licensed Professional Engineer under the laws of the state of Minnesota. - 1lP'4.~"" - R.(j.",," ! I ~ I ! s ~ I i ~ ~ f s E ~ f ~ 5 ~ ~ S ~ f ~ ~ 5 ~ ! ~ ~ ~ ~ ~ o ~ iil ~!'! ;iill zz 0:0 !'lur . ";I ~ ~~ ~ ~o REVISIONS: No.: o.te" ttem" z o ~ r-- ~ Cl ~ ~bg;~ Po......:l~~ ......dz. ul"'"'ZOZ ! ~~~I~ z~<... I Po. Po. ~ ~ ~ ~ Cl .....:l :> o ~ I ~ ~ ~ ~ ~ i , i ProjectNa: 07049 Drawn By. - Checked By. - """. - 11> ~ C5.3