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Plans 11x17 Utilities 1-6-06
"' .. 2005 We.twood Prof...lonal Servlc..., Inc. Construction for Sanitary Sewer, Storm Sewer Plans Water Main, and Streets for Pinehurst Chanhassen, Minnesota CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PU,NNING DEPT Prepared for: l- <Il (J ~ "- '" ..., .;; ..., N Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 SHBBT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 '" o o N ...... '" ~ N '" ~ "0 C'i ~ (J .. <0 o ::;: o o 5'J- '" ~ "J- .. <0 o ::;: o o N / a.: Prepared by: Westwood Professional Services, Inc. '" 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952.937.5150 Fax: 952.937-5822 Project number: 20041064.00 Contact: Chris Moehrl, PE INDEX DESCRIPTION COVER DETAILS DETAILS DETAILS AND TYPICAL STREET SECTlONS OVERALL PLAN SANITARY SEWER k WATER MAIN - PINEHURST DR. SANITARY SEWER k WATER MAIN - PINEHURST DR., EDGEWOOD CT. k MANCHESTER DR. SANITARY SEWER k WATER MAIN - ALDER WAY, AMBER WOOD LN k WATER MAIN TO BRENDEN POND 3rd SANITARY SEWER k WATER MAIN - HEMLOCK LN. k SANITARY CONNECTlON TO LAKE LUCY RD. STORM SEWER k STREET CON ST. - PINEHURST DR. STORM SEWER k STREET CON ST. - PINEHURST DR. k MANCHESTER DR STORM SEWER k STREET CON ST. - ALDER WAY k AMBER WOOD LN. STORM SEWER k STREET CON ST. - HEMLOCK LN & EDGE WOOD CT. RIGHT TURN LANE IMPROVEMENT PLAN Vicinity Map ST. (Not to Scole) City Project #05-03 NO. 1 2 3 OATH OS/26/05 07/05/05 01/05/06 REVISION Revised Per City Comments (CRN) Revised Per City Comments (CRN) Revised Per Replot (AJM, WRw) SHEETS ALL 1, 5. 8 k 10-12 1,5-13 Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst ChaDhuoen, MInnesota Date: mt21IO!t Sheet: 1 01 14 E-15 20041064CVF02.DWG o 2005 Westwood Professional ServIces, Ine. R/W NO'" ~ All dead .... to " ..tendotd 0 mlnlnlm of _pljNNngttlbeJflllld eat. ..~ and dClMd 1rlth plvgtled Mdt to t_ * """'" FII..E......" lOOt ~ I l! N t 1 j ~ ~ t1 11'~ i (MlD1') i R/W R/W ./ 1>1 ~ \.. \/0 r Cate.......1ooatIon onpm~of ~,.... R/W NOTE: Wvt.. main to b4i on north.wl_...,. qf_t.~ ~ ll)o:ftanwpoM conllk:t "lIil~eldeoroIk. CITY OF CIIAlUBSBI TYPICAL MERSECTION 2-97 mt _. PI. I 1 I ~I v ~End\ ! .- PVC SDR-2$ Pipe Win. Slope 1/4- Pw foot \ I ;f':; .... ~ C'Y---'- ~1/2P~0larMter1lltl. ~~~- SANITARY SEv.l:R SERVlCE CONNECTION DETAIL SeMoes to be Used tl eon""'ctlon with PSa.tIc Pipe s...r Wain ror Depthl 0' eo- with leM Than 16 F..l ~~~ NOTEs. ~ =~S::I~"~~!.db1a..SentceIn ::-. So":i=' Ttt;:' ~'~~~='f'::n. Po.t JMd to 2 . 2 J. a-.out ~hcl on Prt.ot, Pnlptrty If OI.t_ rrom WoIn to HOUM E~90FM1,.. ... All p~ -"<II be bedded on ~ bGn"ow 310M Of ___ lit<< OW~ (3149H). '" t- V> U '" "- CO M '" M ~ g N " "' ~ CITY OF CIIAlUBSB. TYPICAL SAmARY SEWER SERVICE IMm 2-117 2001 ~~ip" .~.'.:::'::":::::'.:'::.:::::a':"'::':':::::":.::::::::'.:.. j ~f . . . . , '" IJ.. - ....... .... !I~l , " ,I 0."" Notr.nl Ground " . " dl c ~ M X I\J :l! CO z ... ,- J.. ..J ,- " :> ;! ~ " ::J , .., ~ .> ..J ., ::J " L " Z < ~ * NOlt:: TM Bottcwn of the TlWIdl Shal be~ ~.~'"r~fwl1~~Of CITY OF CIIAlIlASSB. Pf'E BEDDlNQ QOOO SOLS RCP + DIP 2202 I"'" 2-'n ~ Coli 48 Hours before digging: GOPHER STATE ONE CALL TwIn City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 I'" Westwood Professional Services,lnc. 7599_ 0.... Eden ProIrl<. MN 55344 Phone: ~-"7-!J1S0 'u: '52-'17-5&2.1 = 1. ShGp. 0' boet ofbu",- mo,.....,._Ian,~poured ot<*>stflnnun~ ..... 2. Dlmenlllon C1,Ct,C3 "'ould ~:o~t:r~ 3. Dhtn.... "".A2.A3lhould ~~~~ ...... ~o 1IlrItnum. s.P1_poI,.th~bet_ conc:ret. I: pipe. e.AI~l:ftttlnp..aI1 beN'ltrllllnotdwttilt.leglllup :~.::..:.~.... .--.... .". -:. .:. ..~. A '}~':::-~ ,<;~:':, - . .... . h " . ..... ... 8ENO$ . BUTTRESS DIMENSIONS PIPE 22. ilfXO 4S BEND IMJ BOlD S1ZEe080BO 15- t'-5- ,'-5- .' - . . 2'-1- 1'-15" rr 1'-5. 1'-5. Z r-tl' r-ff' 12" ,'-10" l' 10" S "'-5" ~ 16. Y-O"~....q Y e'-r Y-8- 20" 3'-8. 2'-rt' s' -+" e'-.." "'-0" 2... ..'-..- "$-0. e'-IO" 3'-10 f'-8. 5'-0" 30" - 9"-)" e'-{)" 17'-0 ,'-0- """ '" ..... ~-]:'.. ii' COMCftETESHAU.BE 11 A ~ ~ ""'TACT '''" 1/: :;'..'i'i"'''''~~ ' SW>ON ... ._..~. .. .;....: A A ;'.,:::\ PI.AN 22 1/r 8ENOS * CITY OF CllIIUBBBI CONCRE1E ll-RJST 8l0CKNl 1002 ...... fUJWlEt IIl102 2-117 a. PI. v"""'. H jot ... ~ ~ 1~.aN"'" . i W Lw.........,/../l'l. 1~"-....ltoof_W.... "."w........ e. PVC SOR-2e .~ I: ..-ke ._ T....... .. T.. or W)'II and 45. bend 1 cr. concrete el'lC<lsement. SclnltQl')'s.- i """'....... NOTES: 1. SohowIt.WIId 011 Joint&. (NOll CoIketed) 2. ~ SonItar, Sew. s.rw:. ill !tOt Acc:omPG'l1ed by III Wert.. SeMoIce In 3. ~~TEi:.Jf:~~~~~=- ~:: ~:.. ... &:::::t:.-t on Prhoot. PI'llpWty " ~ from Woln to HGu_ * CITY OF CIIIIIIIBSE. SAmARY SERVICE RISER COREA TER niAN 16' DEEP) ........ 2002 1lE..-:D:2...,.1-R.l......_1lIlff.l 2-97 ~ I l~l~i?;-: :/:::,C;:;::/ :'.'):":/.c':"//}-? . . ."C' <~.. '" ~"""""""""""""7""'" ~ .. . . .. . .. .. ............. -.t I ~:-......-:~tr. ....... ~..... ,_ ~: : : : . .. ::::.:.. '"Its(tWl.) fe.PGyo.ttl ~//////////I ~~t::J-t 11ncnrner1b(Tw.) "'-///////"'-" (_~ot.1)1 J:;.'l:'~rp~t.l. NOlES< 1, A.... ~ .. M reqund to detMmN 1M lMpth of the "* foundation ~tmcrtri:lllttl-'-d.~foundCItion""'ttrId."'lHIk10cc0rdQnQe 2. ~~fi.:r.~~t~~~~~.:: I~ 3. ~~A-"":'M~~~l:~.:=n~"2OO"~IOOS * CITY OF CIIA1UBSE. Pf'E BEDOfolQ P.V.C. + ABS. 2-117 22IXl ......,-...,..............,.......,...... ., =-5J.g"'=-- CIIIIo ~PJl. """' OS/U/05 ~ .... 40853 ~ "CORPORA~ON SlOP~,~ PLUGGEO~7 ( WAfER Ir.lAlN Ilf "'UU AFTER MEETINC lEST REOUtRDAENTS THE AIR BLEED UNf SHAlL BE DISCONNECTED AT THE: PWG 'MlH NO ADDITIONAl COtdPENSAnON. * CITY OF CIIIIUBSB. I""" 2-97 Afl BLEED DETAL tlO3 to<l~eo.tltltcndAd)l.u,!1 R~ (s.. PIaU 2110) r-- PrO\4lM ~ Bomer .,., aI ~ft..y ..... monllol~... plot_ 210$) jo " f . r!~ -.1... N-*, R1ge1.,1 or AUnn.m. 1&" Gl'l c:<<rt... .. ~ ~U::~~CII~ 1S-arLarv<< pl:............-tg.~t.~~h_ ,,'-0- ... ---:~~~~~~~. hlow c:- SectIon .. r~......bflOJtoutflu... I -'-5. '/ wlthln-'d.foOlIoflfUl. > rr- -. ~ ...." -' ':. '.';:: '..;....-,... ~. -~rw::ast "'-U Wust be 1/2 of / P!peDkmet...,dBenct1.. L...... Sloped r Towwd ttIe In....-t Mfnftlumthk::IaT_of~~iII '.forI4....or""'and~ I.k. tttlclcMM for-, 4' vldeptb .,.at.. IhClll 14'. NOlE: 1. Kor-n-MGl 1I'I<<tIol. ar eq.IaI 0lXI~ llICC*ptoll"- GIItwnvt.. 2. All dot hou_ -.01 be !II'OIlted 01'1 ..... and ClUbIde. .!. ""- tM ft'lontull. or catch bCIIIIn ~ .. -.tructed out8f611 tIMI tnr..l<<l roodway a -'ttI_ poR and -91 .tlalbeMtoll_nuttotl\e~ ~ * CITY OF ClUUBSE. fIOISlD:..,.r.I-OJ, -04 I Dm:l 2:97 STAIDARD UAtKlLE 2101 -....~.."... -"""'.... II .... h 1~ ~ w .... """"""'" ...."" ~.:t~ I M,"~ I ..- WA lERUAlH UNDER STCllN S<llUl " CITY OF ClIIUBSE. WATER UAt.I STOAU SEWER CAOSSlNQ 2204 FU1Wl!:3IIJ...2204 2-117 - OS/28~ ~ PE:ft aN CXlWWENTS (<aN) I ~ ~ ~ '" .~ "",~!il! .r---........ -'---i ~~. ~ ~~ ~---"""""lL.~ ~iel E ~~ ~ -lT~IliilT" !~i E: I~ I! ! " ~ E ~. 5 I ~~ ! III ~ ~~ if >YN ,,,, -61 nl' . d i;1 ,V ~~ ~I~di I! b~i~ nlll;: ~ Il ~~~ ~ i~liid ~~ ~ ~!i ~~ii ~~!~I!:: ~!Q~ h; ~ ~ o Ii F 15 <> !1. ~~~ ~U w~! ~h ~i~~1 ~ ~ . '" .~. ~ h:! ~~~~ :~h m~ '" * CITY OF CU.UBSB. TYPICAL HYDRANT ~ALLAllON J'WI:ND.: lXJ4 ~~,1'-::1. ,. llWE! 2-;7 ~~ 71Ld..L~ """ m=J~ ti SECllON HORSESHOF' orrAn s WonhcM ea.t1noJ Glut Ad~, RlI'l!l (So. f'\oq 2110) Pr'cWM I6l 8cm.r on d --.ltlll')' _nIOIIhoM(_pJate2l09) .ir L~ 79' ::= :;;'{:..bw1~ ~ h9r~<<!t->""'.,"IS1J V ;m*t:n 1~,: ~ "Ol"IIIft...tIoIIbepl~ .:I that offHt \YtIc:G pol'tIot\ . of_illfochJ~ .I/~~~~~::'h_ r r-AMax.o1'2$1lort~RlM'1Ito V be UwcI Dnctt ya.loot Corle s.ctkln NO'" ,. I<ar-n-Mllll moMl:H ar eqwaI. 2. 'fIIhet th_ mrioI. ar coten boIIn IttnIcture Ie COI'ItItNcted ouWIde ttre tnr..Ied roodway a 1tItn.- po<<ancI",~beMtoIIecI MId to tn. mirild.. J, :t:::::. 'fo:~t::.. with 4. All dog ""'- ...... be vrwted .,.,the~ancI~ 5. P"onl IrMtt IIhouId M 1/2 ~.~=:. bendI...oped I \.- ~ ror-t "'-t .. ~nd. E!: r~~L =:fC 4' of.s.pth.-eat.. hrl14' o..p. ""....-." l'~ )clnwltll~llI~ . "A- :~~ :." . \: {C .'-0' . ,T-;',I ~. " . 4\ 8"DIP ~- ~ =:q~ . il RI.... -. . t:l. =c.:~~. b,\. .. {12^'..... * CITY OF CllIIUBBB. SAmARY SEWER 0l.1J'S()E DROP UAtKlLE 2103 _1~t-u.30I-04 PAm FU~ OJ 2-117 ~ 1: . i I · I > t.IINlloltJt,I 6 SN<<) fI.L , f'''''''~'''''''i~TION ~ .t<lJt; PIP[ SHALl BE Cf.NTER[D lmOER INSVl.ATlON UNlLSS OTHERWIS[ SPECI'IED. COVFR 0\'FlI' PIPE _ fI .' 0' W101H CF INSLn...TING MAim _ I!l . . * CITY OF CllAlUBBB. NMAllON DETAL ........,.., f1U:NMlt:J8.1..2205 2-97 2205 t Streot ~ 1 ,. " IETJ F1JICE POST ~ oo.DlINO CURB BOX.. '\ TOP ,- PAlHTm BLUE. CURB 80X .1M 1 1/." -............ I STANOPIf>E N<<l STATIONARY ROO. ~ e.....LI> _ T,... w...... B !l1lO,...St.-crN No. aaeo 1,6' IrIIQnum __ ~1NcI No.W-1038' _topofwot...moIn. No. &-5100 r-PftOWlE VAlW:: $1EItI Rl$fR$ \ 10 WIlHlN 6" CF THE SlJRFAct F THE DlSTNICE F'ROIIl 1HE TOP NUT U M VAL';<t TO THE SlRf'AIX IS CiftEAlER tHAN ~. v........ ~ .~ /'''X1.CorponrtIonCodtr~)9II~Coww <:oncr.t. BIoc:k Support Wot.. Won NOlES< 1. DO NOT f'UJG ENO OF 0JRIl STOP, %. M USE a:- PIGTAIlS ARE HOT PERt.llTltD. J. lHE COPPER SER'o1CE UNE 9ElWEEN THE tuJH LINE AN) OJRB lOX SHAU. BE ONE OON1lNlJOJS PIECE. SPUCES WILL NOT BE PERWlTTm. ... cx:APORA11Qff ()()Q( TO 8E 1'"X1~ IrlSltlE DIAMFTER. 5. SAOOU RECUlRED Q( ,. DIP Oft SWAUDl: t,lAK II. SAllOC.fS lItiEN RECIlJIRED StlAU. BE FORO STYlE F'202 00UBlE STRAP. 7. STAlNtLSS Sll:EL SADOl.LS REQUIftfD ON AU. PVC WATERWAIN. * CnY OF CIIA1UBBE. TYPICAL WATER SERVICE 1005 I "'- 1<lP 1)Nr No. e860 28. III""'.. No. H-t03lJ1 28- Blbby-Ste-Crob: No. W502 z:r = ':. toto3(:.:: pI'O'AdtI12" of od;'<<nMnt. lIM5ml 1-VS 2-97 ElCttHSION ~No.No.~t0J57 T~ sa 1... 9bb,....~ B-SOO'l C ~ ~ ~:: r=:lpst: WIMIl.. ::= ~ flnlmdbole =:Ji;St....crolwNo.57 -~~F~ 1/4-. :~ =::= xr"lf: ; '4l~3 No. 60 n E' 'I:. ~0J6' ~~. ~ 'An:. ml, &lbby--st.-en. No. ~1. :; AMIIant w.cl9" VQIoo,. =-~~~~cn' ~~:i1.tn~c: BASE ~tIan Z. ~ m. ::::n":........ n. ~ ~,~ toH m ~8'"Xt8'"XS.~.bIocll * CnY OF CllAlUBSE. GATE VALVE AID BOX ~ALLAllON 1"l..m:ND.: 1X>6 rr-...."- ~~~o~- AS UANUFACnJREl) 8Y"s1Rll<EPROO\JCW 1.11 HOPE: OR 1- ~NG~ 1lE"'5ED;2-I7.1-4\I-of fUHNIlEI 10IlIlI I"'" 2-'n ~CAS~W-~E A. ~ II ~ 2r li=",~"ASTlCSE.tL llL~7S. '...aT..... '---~ liT BASE NEEHNAH-1t7'-0207 WITH 2- ~It flISE 0It .. .. I<<lPE OR N'PRO\fIl EClIAI. '. . - PRECAST CONCRETE .: : AO..IJSTlNG",NOS :::nr: ~Of\.::' : r THICk caum 2r caUl! NOtE: 2-PIECE CO'ttJt RISER RINGS AM: HOT AlLQ'IlEO. 1~~8Ir. WEAR COURSE ADJ. DETAIL ~2~fJ [VARIES SEE cw.RT SE'" .. "111'" BIT. BASE at ...... I ft': HOPE .. , . PRECAST CQNCAE1E :.~ .-D.lJSlING RINGS lJ.THICK~ caUl! "N. (2-2"""" .....~~. "AX. {J-"" Ao.L RINGS iF Ui~ItIN_G:2~ .:. --E:.- BIT. BASE OR BINDER COURSE ADJ. DETAIL ~~m=TI NOTES: 1. ~ CONCRETE ADJJSlINQ RINGS SHAlL BE BEDDED WTH 1/.. to 1/2~ 2. fI)p[ ,f,O,lJS'IlNG RIt+CS SHAU. BE 8EDOED WIlH SEAl.ANT ""'NUFAC1VREI) 8Y I.ADlEQi ..c. OR APPRO'r'EO ECIIJAL. " CnY OF CllAlIIIBSBI UAtKlLE CASmQ AND AD.AJSlN) DETAL PI.Rt MO., 2f1O ~ .' ... ~.. V ~, ~I-olI.l-00f. .... , I"" 2-'n NOTEs. 1. 'TRIWTtlPt7SEAL1tl1.~TOPt:K"RlNQS. CASTlHO SHCI'.U !1m REST ON SEAl. 2. Pl.AC( "IrIIASnC" ON ltlP Of CONE SEClION AtI) BENEATH SEAl. 3. NOT TO BE USED WHEN THERE ME MORE lMAN 5 RINGS M NO RINGS. .... CONTRACTOR SHALL INSTAU. THE SEALS, THEN CONTACT 1I-IE an U1lUTY SUPERlHlDllEHT FOR lNSPECTIOH AT (~2) 227-1300. * CnY OF CBAlIIIBBB. I & I BARRIER ."""". ..........."'N_ fl:3290-L or ~ HOlE: l 9'!rt. ..own ~ R3DO-t. ewth, ond ~""'~_' "Jnll'llum of 2 mcIldmlftl of 5-Z. IrCOllC.OOUar..... ~ ___CQ"cntead"~t~wItI'ItuI ..J 1'.,.,-""'- tMo:ItlJfmortor. ~"=-"";" """""--- - ,. ~ ,.,foro.d _cr.~ ... -- Tope of barnI Mdlan undw tCIP II. ~,totta...fIattop~....-o-.lth 2 MoO. of RCInIMk Gl' equal. AlIJolnblnm~to""'" ,~ ---:.:;'::_v:: NO"'" I. I>oghou.. 1II1C111 WI ~ on bath ttt. CMlUlfde and In... 2. Ma b1od1 8tNctura en ClIo.. --- MonIlol. ri... N.-!m RtM1J or equal. te" o.~ Alumhu", .-t.p. - " J j-o 1IEYlI!O:1-04 1-03 2109 - }. -.. .._oufiP. .1"- :r--s" r---- tQJE;, lGra'-ShowII 11-1 .~ J PLAN J-r. I ~@} Mr.lmum ...., 1tI1dcMM, s. far 1'" IMpth.lr'w:rMMttl~1.for each'" of doIptll V!Gt.. thClllI4'. OWIdrer.'_..rllle.x6.,0/10,...... Cinlut bottom of -.ttaI. to 1/2 4IarMt.. at p," and ... .,-.;utz:'~In-'- "_of~/ Dnctlon of now c:.wt~..~, r~~:= 3. rodll. euttt box. /.....10.."..... ~~eadt -'d.o1'catchbom. Top of c.n v_ , 1/Z" -.. ~ 1.3' minimum 3- Grclut ~ * CnY OF CIIA1UBSB. CATCH BAStl MAt-H:lL.E Pr-' concnrte or HOP[ odJ.l.thg rfno;t. =,".::n ~2;!-t :;.~r~~J bet~eoc:hondo 6" ttllclc c:arICNQ OGIIar on th. oubkM. 2"-1136" 1- .11 1IMIfD.I-<<I, 1-OJ fUlW<<:3U...3l02 2-117 3102 ~Ifloll'" O'lIUtedOllbott1VI. !n.Id.mIdou~ ===:ro' Pinehurst ---., ~ 0.-. CDoI tJrmww ON ..... bawIM: ...,.... PrepuedfCII: Plowshares Development, LLC. 1851 Lake DrIft Welt, Suite 5!11 n....,,_. ~ 55317 SECTION NOTEs. i ~ ..:::: ~~e:t:r=/=:~ storm..... InIriola 3. No blodl .tNcturw _ oN-.d. ... No wood Itl'"- ON permitted ~ tfte ad)l.tlng rtI9L * CITY OF CllAlIIIBSE. STORt.A SEWER CATCH BASIi 1EWim:1-Gll.1-o.J AUIWIlE:3L.3101 2-117 3101 n...."-1, ~ k'~""""" IIIAIII III ""1 ; I~'" ....J : IL ~~ l:tT ,,,.....,, ...... ~I~ ~ --~ IIIAIII . ~.'" Ir': ...., r 11:.= I .~~ =1!l==1= J "'.. t.~1'OlI[l.IS[O..rAU.lllEaW<<:M.olUW'lS 2. fI'lAll[CONCIIIl"I'E aooc UICJlJtAU. $AlE VH.'<D ............. :s.'MIUSl"a.ocNNOATAU.'EIS,IOlOS._ ATeE1IT....KI'OlIIN(1$. 4.1U."rtJNOS,tor.m>_...nlltW.L.S"ltAlEO ~..::= 0Q0ll. TAIl CIlIAT IiU'PWIIT a. 81od<W1g ogoNt ~ nL sm.a * CnY OF CUIIUBSE. TYPICAL M:QALUQ LOCATION 1009 ......-.. IW4:JIl 1008 fJ/VIJ !~..,;:..".,,.;.~~;:.aj)f'''<:c>:_;~.:~.;~..,:. ~ " '. '.: ~ "'., .. '. '.>\ .~, . . . ,.. il! .....~, \.;:~';~;. . :::>~~~~:::~~. ::.:;oo~4UA ,.. .,' :.<'7:,...)<';:.".:.;(,,' I L.l..._~~_~~.. ~tolltthep ~forat __ ... .r th. ~t.. .....,. Dfo+12"'..1n. I .Dia. Oenlllt.. outaklol dIanet..of""" NOlES< ,. ....1IIUtln, eoII condition. ON not ~tobl. fa' bocfdII and/" ~Ion III tMpIp_lON, ~b<<ldIng and badcflltloll beuMdn~ ab-. 2. ...eoII....""_wIIlM...-qulr-.clto.~.u.._tIIoftM~ foundot~ M1",*,*,1 IMtwkll If n..... ~ tounOatlan matwkil ...~ be accardan~ -.fth MNOOT 31..lil.2H ___ fit.. awrwtote. * CITY OF CUIIIIIBSE. PPE BEDDtlCl N POOR SOLS -- 1-98 fU .311 1 2-'n 2201 .2..",..._......."'N_~ R329O-l or ..,at NOTE: L !ll'ot. "OWl NMnatI R3290-l _UIl'll and .,-ot.orequol ~~ ""'Imum01' 2 maJlmwnof' T RlId1u. f.L.AN ........... -.te ad)Btm...t r1np ..tn fill ,. Cone. ~.... ./"':;:.:: :::;. .". HOPE od)lOltIn9I'lnp. ........... e" JnOGI1. ...,~ COIla-et. .at>. """"'--TOflof~MC:tIGnbel_tap"ab "-;10 haye lIat top ~ MOMd Iflth 2 Mod. of ~amMk 01' ........ AI JoIntll hm~ to how : .ti",.,,~toltIc.t&. :_~te0nc:Nt8.-etJon --='~6~:::. =~~':~CIf -- I ___~~bw.--\edonboth 'v" 1M out.kM -.:I In"" NO,., No block ItNcl..... .. oIIow.d. l~reL '" ..- -.. j .. 4-0 TW. 3 -'.-5" .., -- -@y ~-r - Mlnlm\lm Rb thIcIkn-. e" tor 1.' o.pth.~thldm_t.f..- eoclI 4' of lkipltl 9".m.. thon 1..... ondNlnf_wlt/'I'-d"'10!tOmfth. ~ ------No "In tloI.. * CnY OF ClAlUBSB. CATCH BAStl LWI-tOLE WIlli SUMP ........ 3104 E-15 2004106040lF01.DWG 1IEWlED:I-GO.l-oJ"l-06 FUlWIlt::JIU104 2-117 Date: 02/21/05 - 2 OF 14 Details 02005 Westwood Professlonol Services, Inc. """'- lilrm_tabM Cwb it Gut_ to 1M tran81tlan<<l ....to G 8618 tw- crt cotdlbQlln. ~~ ~, ...,. ... CotchbaUI Frame " GnIt. :.-:t :;(.2tO-L 0( ~ ~ ~ ,6 ... .~. ...-~' '.... Surmoun~ Concrm Curb. Gutw 2- f47.Wlong Reboril Eoetl wa)' i i ~,,:~-- ~._- II :.:.. 'gu.w?~)' .... \: 2 ~ ,.: LONG F_.eo.tIn9R~EGdI.a,. SECTION A- A No S<ol. IlllIt Cat~ to 1M chpt-.cI 2" bel-cfwlvn9UtterblJ"OCl& ISQMEIR!.C No_ * CITY OF CIIAIDASSBI ClflB CONSTRUCl1ON AT CATCH BASIN ....."" 3106 2-97 ~7 ~1 i=~'''''( (L\~_"" ; I ,....,\ \ ~ ~ ..._~mo? ~/.: ~ ~ 4U"lWlMI_....13$O" ~ ~; STANDARD CUL-DE-SAC I . I ~ ""....,...- ,...... UA8.... <<11UD. 4I1S'llol.O. Al.IUIl fl(/RIlQ. M/1tAD.. -- I. .-u.IIISTNtClEIllIISlMETlI01\fSlMliIEAQIIlEDlOtAQ(OFCI,M. 2.~"llfU.W1.WOl,I.JlOI.(MIlt~ * CITY OF CIIAllIASSBI lYP1CAL CUI. -oE-SAC I- '" U '" "- <Xl '" '" '" rl 2-97 5205 =[]] g C\J "- ~ "- <5 ~-R4 ;4>' o =P:::'~;.::~~~_ :':~~"'~-:-Tr~ ~=--==r:.... <!) --.-___cun....._...... (!) =-~~.===__:::w..--- @ ----- cD -------:-- @ ______".."""r_. (f)----"* @ ~'::'~~~:E~~:- ~ ~-=ru~....::..-_._y- ==-....:i.~.~IIIl.~~lI.::-~_ ----..-------...-- -----------.. ~=-....:..=:-=-:.'""..;:,:g.~ ~:r:-~...~--=-L.~-=-- -----.----....---... 111.______.-_..__ ..........-.~ --.--.-"'......--- ___"~N.L ='f---:".!=--=---..r_- CD . " c> <: .. ... '" X C\J C\J / '" Z .., ;' "- .., ;' '" :- '" ;' '" .., '" '" o '" ;' '" ., I- U ~ iL ...J ;' U ,~ .. 'I ~ ~- ~ * CITY OF ClIAlBASnl L.JGHT1NQ POlE 1lLWOllI/I7,l/ll,tftll I!WE:. 2-97 5240 I'" Westwood Professional Services, Inc. 1599 "'- Om Eden PraIrie. MN 55344 Phone: 952"'J7-515D Fu: ts2"'J7.sazz ~ ~/~PlW' " ~~ R1PRAP RrCIIlIl1"Ut"M~ PIPE 01.... RlMAP REQUIRED ~~ W. t: ~4tto'~~ ~3 PJ.M! 30& TO 44" 2J to JaCY Q..;S $4- AND If' &2 CY Qnd. a..... (OM cublc )IlIfd II ~ohly 2,800 Iba.) ~~ ""'" <lRANll..AR filTER REQUIREO UNDER RIP RAP AND 2 LA~Of"l5OQX"lRAFl f AfIRlC OR EQUAL L rRlPRAP \" /r<<nB ~GrcIrIulS" FlIt.. (..HOOT 3601.28) SECTION A-A ..........G.ote>ct.. Rt.. ~ . ~...........~.......~:: -. ......... FlIt... (tINOOT 3601.29) SECTION A-A G.o*Ul. Fit. T)pf: .. * CIlY OF ClAllIASSSI AIPRAP DETAL 3107 .......... F1.E1WoIE'.l3tJ 1 2-117 - PL .""..... i---!:- I ,>lYE BOX , ~~YDR':;~Pl~:= L.J , ,~. SLOPE % 'l' W 10 _,AY L- ~~~=~~~J" x I y I 2.5.4j an. 6 80M - ....' ~"" I. TWlCAL~ THICK <n<<:flETE SlDEW......I(. U5t 1 COtolMERlCAL M CROSSING. i xml ACIiO~ ~pRlNlERVALS. ~ON.xJlNT SPACING AT lOG' INlERVAlS AND litlHEN ABUTlING EXIS11NG CON~ OR STlWCnJRE. * CIlY OF ClIAllIASSBI CONCRETE SDEWALK ~t.""1-05 2-97 5214 ~I ~ x-<'ic>:J Tl12-011ltWlOllWlEIiWJ(AQ[lNClI.IDlSr l~ ,.....lML...CNIlI\AOE IK1.:rsI'l..U.1ttlltIOS. 4R<UC1.....'~ .. :;.:~" (4) r. $"~ TAPPED m-..G IIMIU. 1.1tf"1:o1l"'1lI4. MO''''''' -W~-:= ......... ..... 1- FM8H. HOT Ill' ClM,.VAIIZ[ 'lJl AS'IV-AIIII (l..AlDT ......, J. w.sf'I.A.lI'lOE~lOSWTA;ltS("I' AND Ha..I: CEN1tJUE 0llltC0n'IlC (4.UI!l) 10 'WT AllIS. ~~~.-.:.c II.I.tT1WMANUfACll.lllEltSj;WC-=~ ~2&~~~T .. flll:EHUT. ~~ NOt 10 DlD;D 1~ I'tNllICIltPaJll'oM.~lIn_lODGEll __"'~IoCIll.t<<l.OR."'IEMEC'IDC -..."" .. AU.....1tllIAl.ISTOWNnr,lMlSEDNllJIlIJ. fIIN::U1Bl..1: lIEf1INlj; 'lit: ~ lII'fQflc"..,g. ~AmfA>>-(lA1ES't~) S'WJC'IURJrtSll:El..(lXIII'OMIlOMSI'IQ1b:M ~lvo.) ~~~:=~1. MJ-{LAft3Y_)T'\ft.1 0111. OIUOI:.. =T~~n:..~) ~ ASllllAUf-(\.A1UTIINIlON)HOT~ 1 ..,.,.~ oJ 11' ~ dnlA!l1$-(l.ADTIlE\nlQN)SYm 1--':::::::: F=:..., IPltat e...CIM IIClLll'Eft NG 110.1.1, MI,I,lQ T- IO'MlEflU.1'[..I'UlIIAICM....v~_ 1rI.I..~.IEC'IICftIMOllMAL MNIUF"~CEH1R4'lQ1.-.;-IN1/rln1ERSlHI ty Ul! +1- r ~~:=~AQ(MiUIN __...~ HELDl' .., . n.<<o IY w,1'CiM'IlII ""Al.1IlE: JlEtlCIilIOClI[~IIOCIItA__1I,ODOn.lA (IIlI:'<<WCIP"1IIIlJtttElJCliLf'ONlJ :,~ :, ~ ; ~ IUe"OlA. ~V'~ ~IUOIAI.J[C'JIOMIHCiItIIM,. ,Qf+I-~ * CIlY OF ClAlBASSII UC>>iTlNQ ASSEMBL.Y BASE DETAL PIAltMO.: 5241 ,...... 2-03 1 ....,. --,. ... .... .... _ ....... "" _ . ... ., =?Ju"'=-- 0u:I0 ~P.ll, ~ OS/2IJ/05 .- .... 40853 3M Cll:yPlot.No. 31071or,."CIp p1_....t AndlorCl" ~ '~~ lJ:. '2\.: m ~:-... ,....jeIlnt. Int'tGfat eo- from top or bottCln'l of ... Pro-.ide 3 -=bar dl'pe ta btwI Tra.hGucrdto~Ends.ctlan. Hot dIp......1D aft.- labrtc:atlan.. Mdlar both IIId-. 15OME1RIC TJtASH GUARD S1ZlNC PM SIz. 8IIF1I 'H' Bolt. ~::~ :~~:-_:~ ~j:: NOlES< 1. ~ ~ Concntt.. ~. IhalI 1M fumleh<<f and Inetolled with Troll! Q;ara 2. AIln_R...foroedCanc:nt.Apron.an_prp.....oIIbtitkdbadc3,.. letlttMbac:kfrvmapton. 3. All n.. R.,foreild Concnte Apron. an bfetff19 pip. IhoII ... tied to 'ChI lnt p~od~tta~opron. * CITY OF CBAllIABSBI R..ARED 8() SEC110N AU:) lRASH GUARD NJIl1:!IIO.. 3108 2-97 ~ . 00000000 "':,-- 4'm' ",..-J .- PlAN \1EW Of DIGONAL RAMP 5,:- DOME SECTION DaAE SPACING ~-~^' SECTlON A-A. ~ & i n 1~'m5 " &' 7 ,. r 7 " r .. . i ~~~HOT~~~"::.~3.1WlP'5 tH:) '" W' I.NlOING llmIEM 1tIDl, MI"fDU1lll,/oII CRO$SING$>W.LIEOJT MtOUGH tHE IlIfOIAIf 4111lE1LC<<l. ~~lO..ISKIlf:QIJIIQlcr:f$ETCF1HEll'..INCAlf])DClMENlEARlOIIIMfRONTFAC(tJF II> II ...."",.,-....-..." ___ao_...........v r-Cl..n.,A'T.-...~) ,.; "im;:~:~~T- ~ 3" ~ ELEVATlON Of RAMP ........"'" 1=.l'ED-:c:NIL451A1.J.1IIttT:.~~~~~...u:1INIIlItG * CITY OF elIAllIABSBI PEOESTRlAN CUFlB FW.f> 2-117 5215 h tt.... 4'-0" 1 ~ / 1trr.ft'~IZlId8att. .ittoQ,t~ (~Hex.orSq.) 7-1jr. rf'~ 1'-3 t/4. ~ i " ;, 1'-3 f/+- 'F,.... z-t' ..... f .. ~ 1'-"'....../ -. 2'-'- T~'" 14~:~.1 No. 2 Grode lumlw Ol' IMtt.. IlllIt Th. borrltocM board roeo ~....GI b. Uy,.het<<lzed In IlIIt:.rnot. ........1I'hit. G'1d"" Wipln90 u~ G ~thoe ~9 canformbg to 11'1. ~""-....~ of MnDat Spec. .3352.2A2a, Standard Ho. 1. PrIar to hftllllll1l9 tIl. reftectM ......tlno. the borr1cod. boordo thoIl be alwn 0 oornpl.t. cootkwJ 01 .n. Wood Pm!<<" paint confmnlrl/Il to "nDot Ip<< ~1.1. followed by 0 Maond oout or white pant CGllfIlrmiII\1 to "n~t "*" 3531 applied only to tn. ~ I\Ot -.d with releclM -. 1M barrIcodo boordo ..all M completely pdnted <<Ml llIhetorfacl "'-l1rlO oppIItId '*- Mln9 mtou.d on tM P1*" The t/orrkQde -.aI ... pl<K*l 10'-0" lhlrn -.d of bltvmln_ road. borrk:ocM to..._t.-.clanh~"to.,.far;In'lraflcflow. SorrklodMtoHInatalIild...~wlth1hoMlrln....aWartualan Uniform Troflc Contn)l 0."'-- * CITY OF elIA.BASSBI TYPICAL 8AAAlCADE ....... ~-- ..... 1."--""_"'(2)PIE:a::I 1. .. 1MI1II.... .. I I .Il-~ J.<I A.cl SMo.laI-..." u.;tXlY-I'\..ATR. -e.- -:: ........ ..:-.. .. .. .. . r1:TH~.,.v ~~~ ................ ~~.J:l.l ........~ I I-:I:'::.)i['~ l~r~ll.w.L -'H' , v~""'.,.".~ /n.lrH'A.~ t~. DETAIL A-A ':W, J~ ....... ... ~'''':':;'b>:, ..~:i.,:.< =~ ~ ..... \.--........................""'IoMt._,. z._..._......._wtlM..... * CIlY OF CBAllIASSBI POfoI) OUTlET CONTROl.. 8'TRlJC'lUlE PWE NO.: 3109 1llWlm:1-oca.1-<<I,1-t5 IDI'n: ~!INiE:. lOt 2-117 PEDESTRIAN CURB RAMP FOR CONCRETE SIDEWALK DETAIL ~:::nc: ;, ~~J:t~. '21' for Trun~ed ~. .. ." . '.-.. A- ~~G ~ ,. ~':"i .... n~ 2cn1; WAX. ~~ ",." .' -,,~ ~ _ !('... ~"" . . : )F\.-s' -0" Cone,", Sid...lk . P" ft. tI~ . n- ~~\ L--:::k Fooe of 6 _ o..t> '"-'" 0"- A_ e _ 8" 5'-0" PLAN >- < it r~o,.- ~ ..:l < t' ~A =;-'7 r I L." Conuot. SECTION A-A L~. CL . .... r:-I*tt.IIOf)t (_plan) --1'2"J-- I Tqo .f"""" I I I I e'-o" -1121- 5'_n" I J'-o-' I 14'-0- SECTION B-B . e'-r:/' lIHERE RAWP UP IS SHOWN IN PlAN VIEW ~ N,'" sat fenet per WIlOT _flcatklnl,llMItlI2OOO, ll'ICIC:ImI 11"=*1 WMn monotIamcnt, 30. foatlllMd to lteel:T..f'osbwlthJ(5CIb)tfil'llle mnqthplastit~tl.p<< I-I'''l(l/'''''''_) S1alTPOlIte2~~f"I1'Mld ,.",. .....DIpIl... -- ~ROSION CON'l"ROl FFNC:F _ TYPF 1 """ TWt2 lilt ftme IIltl.8elrntoe:tJlt' with haybaln ~8tdled n per dttlll. Tp 2 to lit UMd to protect 1jI wetkrJda. Zip lies -.'.-."'..... . .".. .. ~.. ~ ~""';:-:~~.:~~...:,: ;':..~ ....- _...._r__ _.""-.1..--,,-,_ ..........-.-.. ..____..VI......._ EROSION CONTROl FFNCr: _ ~ , * CITY OF CIIAlDASSD SLT Fe4CE - 5244 =:~ 1-O'l......... our. ~"'--". ~ 1-02 ~ - oo/2GftlO ~ PER ClT't OCltoIMENTS (CAN) 2-97 5300 . A~ l( PI. 3fY '7 J(f 1!U'to8oc:t. 1S-5'to8ock __~-to""/'Z'\ Abow ~ of &:tt. \ Pl NOlE: MINIMUM Of 9 Cl 5 UNDER ALL CURB &: GUl'T.Il. \ t/r~ ,I r I D1.'.....,.taf-w.'- .A" r, r llr.:.l T"" ~ Mot..... J..r .... ,;!"'. ;1 ,.....:../:~:./:~.~j.<~ ~T~~Gutw rf II" .~. - "., LI.A" r"~" rT.._"'_ ~17::~;;,~,:~ .~T~~...... .. 12' - ~~a::::"~~)OIo ~ ...I"~..~._.. ,.- 18-" 1~~UoWrlal - -'.- '. .:. . '-;>c o _ .~.;_-..,.",.,,~ SURlAOONTA8LE - ~.::.. f~ ,":i."~.}..~ ... 0i:Incft0t. c.n on4 Gun. IT"";..! ."trl ~ 'l. '~I .:r- Bltumlnoua Curb 6- Shoe Formed I ,4~- 2.,",~ * CIlY OF CBAllIASSBI lYP1CAL CUFlB AND GUTTER I ~ ~ .,.,4...\. \ 4" T;, s-d~ \ a ""'dl.. Sod. =:~J ~ ,.I'I'\. 1_~_U1:1 1}'2"-lINOOT ~~ Tod!: Coot - 2357 - 2"-IINOOT 2350 L'A(W3S0308 - 12"-0- ~ Aw'~' B-. 100$ CNIIhod ~ 24. WNDOT 3149.28 Stleet GronuIor 9ClffOW (s.. HOQ 7) ,- 2-97 6203 lItllE:l 1. Rl;ht-.f-W.y ~ _ &d. 2. ItkDllrnum strMt .... 7.~ 3. Itllnlrnum atrMt '"' 0. 75>JC. .... 4.0- Topd placed In dlttwMd ar_ $. 2; Roll. 8Dd MIlInc1 curb. e. The bllumln_ -w.g -race ....~ ... placed th4 II.d con~ 7. :-; ~~~au~~ed byth. own.- In tt1. ~of. cltyhlp<<:tor. TM c1tyhGll ~ authortt)'to~" oddJttonaI~~Ian"-donht..tral. * CITY OF ClAlDASSBI TYPICAL RE8IDEN1lAL STREET SEC110N ....."" 6200 - 1-.0- b l~:::':." ... "':'.;.. ~ - .... t.fnOOTMldQrGl'lularborrow C__FltIl!'~' ~WnOOT 3141.2H /" 12".., ::~..~~ ..- ::O=a~t73J, T~aa;, ~ TRENCH DETAIL ~~7 . 1-01, 1-0.1 lM1I: 2.JJ1 CllY PRO.lECT NO OTY ~ 0WlHASS0l 1ElIIDI,"1IJII"~_~(OJIQ.I:OMQ ...... IAt- _____ ........ ...... o-.w- YoMC)Ie Mo._ Sto.otPJ..frQon~_"anfloI._ o-tlon at c.L. .f S- Wah_ D~ kGm s.- ... to Qoan -0111_ "ot~lorSoer.bt."ftetahd- If .....w GRAOl!: saMe[ =-ot~.L GIld T~ of s.Noe~_ 1!AlIIt. 00wM~ Wanholti Na._ S1ll.atP..Lfr'On'I~"ant!ol._ ~th,Slz.ondtY'ot~~_ Oepttl ot P.L._ oa.edc tf s.- SoNoe RIMr lrwtalIed ~.. s.w. SeMoo End .~ WGt.. Sw'IIcI End (SHOW SCl<ETCH WITH 11[5 HERE) -- -~ ~-.,....,-~.,. -- :;::-- ~Porlo<O'ed P\/C.... 0... Won smooth interior corrugoted PE .~ . c= fII'E.JlEI& ~\ r-~CcxIc. ~ - .........u............. ....Ilol;_ _tott........ ___......_.............-' ;;-=--.~.3,;:..~~~~"':!.."::I.f:-....r- * CIlY OF CIIA1l1ASBBI STAU:)AR[) TE CARD ~"" 1. cs-toulll r.qund at iMdn", p.t. Of CItI ..own on plCWl& 2. ~~~ ::r.-r.~:: :;in~-:'- 3.. Op..-.inp In ftvtrlur\I far ...,u. to "rabtleotild... ecn drIlMl. ... Thleo.tallabeUHd""".,ror-. of.-tlngducut___l/. n 1I:'.-o:'"",,'DJ - , 2-117 5221 * CITY OF CIIAllIASSD 4" SUB-SURfACE DRAINTlLE ----~ ~~ FILlER FAeRlC 6. MINIMUM DEPTH >.s: '" ,. - 2."' WASHED ROCK '4c "",0-" ?!i~""\~ AEWlED:I~OI,I-Ik ..., 2-97 5232 18" MINIMUM CUT OFF BERM 10 MINIMIZE RUNOFF FROM S1lE NOTE: ~~~~A~: ~~Tl~ ~~QiUN,:'~.ROCKI Nom A.- ~~ !'!""'''''' ...~ A * CITY OF ClUUSSBI ROCK CONSTRUCTION ENTRANCE 1'IAl( IIO~ 5301 SOt fenee per NNOOT speclflccrtlon'l, aource 200, machIne tllced wown mono1Doment, 36. wide fastened to steel T-Post. wlth J(5OIb) tend. .trength .'''''Ue'~t;....... ,~......... 1_ T-Post.(mochlne. sliced) ." ~ 12" ALTERED WATERY SECTION AA * CITY OF CIIAllIASSBI OFF ROAD C8 flL TER BARRIER ......,-eo I'UIloOI<<: 1 2-W ,- 2 01 5302 . ~ ~ - Pinehurst -..'-" CIN ~ CUi DaIwIa C:Df .... t1IInrt. "".... Prepued far: Plowshares Development, LLC. 1851 LIb Drive W-. Salle 550 MI.""......., Itfbmeota 55317 .-../ n._h--. Mhmeeota Ml& 0JMt " "m", _ Call 48 Hours before diggIng: GOPHER STAlE ONE CALL Twin CIty Areo 651-454-0002 Mn. Toll Free 1-800-252-1166 1~ -~ " P.e. ~ < < ~ ~ CATCH 8'SIN IN RADIUS ~~ FiiiiJ {'"~TA8LE \ CURBI""""'" A I TYPICAl RtSlOfNTlN. RADIUS - 2(f TYPICAlC<l.LECTCRRADUS-)(/ ~ _, _,':, . '~';f" .. ..~, J: ~WNOOT 8618 CONC. C II Cl SlJRMOONTABlE CliO SECTlON A-A ]t;' ,,~ . z ..J * CITY OF elIAlDASSBI TYPICAL CUFlB RADtUS 2-97 6204 j FlnWlildGrode~ ~~P'o(;~t ~Ol.It,... (S1H_,-plan) tI ~ /lon!/T~ .:.J=!.' :"';fr-: ....-.. :""~. '.':.~.::. ~:~:;,.." ":-::;: "\:: ... II I 8:;~:;;l/:o I Rldgld SDR-;sa HOlE: t. Hub wItlI u-oded II'lOtalpkloto.....tot ~~ 1'::'=of~ ~toaNo'll'looot.. ~ ~tol dettdor. 1If:oamr.....1,1-04- 2. SoIvont weld 011 doon out jointL(No" go.ted) * CIlY OF ClAllIASSBI Ste-6lllFACE PVCDFlAM1..E ClEANOlIT PUCflIlO.; 6234 I.... 2-97 SEDIMENT TRAP I>S MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. - . ---- - - ----- -- - --_.----- MODEL#CG23 ---- ..... -- .. _____~_'__..r_ --- -.....- ~ < < /~".--:'_*-- ....-- '7 -- ~ ~-" ~ ~r~: NOTE: a-flIterrntodlacl'bw~rQllI-.t.""~"""""Io~wIth --, ~_ debl1I,I~ frIlm ~ after -=II raln-.t. . * CITY OF ClIAlBASSBI CATCH BASIN SEDIMENT TRAP 1 04 5302A 02.DWG Ilola 02/21/05 -= 3 OF 14 Details c 2005 Westwood Professional SerAees, Ine. 8' PROJECT NAME PROJECT DESCRIPnON-A 54 lOT SINGLE FAMilY RESIDENTIAl SU80MSION DEVEl.OPER- NAME PHONE NUMBER CONTACT- NAME PERMrmD CONSTRUCTl~~~~BERUON.-FRI. 6' 7AAl-6PM ~'WtJ ABSOLUTaVIII ~~~~ND~J(~ S'f-'lll~~%u~. OUTSIDE aryOl"~OClNa:lIICIlD'Mn<<Nfea-227_Heo NOTES: 1. SIGN SHALL HAVE A MINIMUM OF lWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. * CfTY OF CIAlIIISSSI DEVB..OPMENT N=O SIGN $l13 HIe l- V> U '" "- (XI M '" .., ~ g (\J ..... ~ E rn . ." 0> e -* M X (\J (\J ,- l:l Z W ,- Il. W ,- l:l :> '" ,- '" w '" '" CJ '" ,- M ., I- U W -, CJ '" Il. '" Z <( -' ,- u 3. BllUMINOUS M:AR COURSE TYPE 41WEA50055B 6. a.. 5 AGGREGATE BASE loo~ CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 " 2112 BITUMINOUS TRAIL I'" Westwood Professional Services, Inc. 1599 Anagram om.. Eden PraIrie. WI 55344 PhoM: tsz-937-S150 fax: t52-tJ7-sau Coli 48 Hours before digging: GOPHER STATE ONE CALL Twin City Are<J 651-45-4-0002 Mn. TaU Free 1-800-252-1166 TYPICAL PRIVATE DRIVE SECI'ION W /PARKING ON ONE SIDE (28' BACK TO BACK) TYPICAL PRIVATE DRIVE SECI'ION (20' BACK TO BACK) SlOPE VAAlES CONCRETE WALKWAY I.....,....,......... _.........,. -----r =?J.u~- CIulo ~P.B. ~ 05/'16/115 ~ No. 408.53 S.-.j .. 11~~ = .-~_.:,.... /.:::-..~ ".:,"+; 1~~~a.OO'~ PARKING AREA SUlPE VARIa SlOPE Vo\IllES :.'~:'.~ J" r;';'~'':'',~";;,~..,-_,...::....,,... ..:~.~....;!-; ~'"""''''''''-''- 1-1/r loInDOT SPEc. 23SO LV'IIEJeOJ08 VIEAR COURSE IInDOT SPEc. 23S7 III1\JII1NOIJS TAa< COAT Z' MnDOT SPEC. 2Jl5O L~ BAS[ COURSE 6. IInOOT SPEC. 2211 a.ASS So lDOl1: CRUSHED S1tINE AGGREGAlE BAS[ 2~. loInDOT SPEc. 3140.28 SflLCT GRANULAR BORROW COI/PAC1ED SUBGRAllE TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER PL TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK NOTE: SEE PLAN VIEW FOR DIMENSIONS CL :1: I I LOCATION 30' ROW 30' ROW 10' 15.5' 15.5' DRAINAGE & UllUTY EASEMENT ". " -: :.... .,,: ....., : ~ .....: to' ..,., :." ,', .... :.".",", ... 3.0% SLOPE o o 0 o a. 1'~~ " SlOPE VNlfES r .. ~.' ..... :.:,' :~. :. ::. : ,'". :~..' ",~.... .:;" . " 1-1/2" MnOOT SPEC. 23SO LVllE35030B WEAR COURSE IInOOT SPEC. 23S7 BlTUll1NOUS TAa< COAT 2. IInDOT SPEc. 23SO L\tlW3!503OII BASE COURSE S. "'"DOT SPEC. 2211 a.ASS So l00x CRUSHED S1tINE AGGRECAlE BASE 2~. MnDOT SPEC. 3140.2lI SElECT GRANlJlAA BORROW CllMP AC1ED SUBGRAIIf: or:: :l5' SIDEWALK . BOU~E~~RD ~ 1 2.0% SLOPE I 1 1/2. MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BllUMINOUS TACK COAT 2. - lAnDOT 2350 LVNW35030B BASE COURSE 12. - ClASS 5 AGGREGATE BASE. 100" CRUSHED STONE 24. lAnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE - OS/28ftl5 ~ PER alY OOIIIlEttTS (CAN) -. . ON ~ CIUoI or... aN' ....... I:bwfM ...,.... Prepued for: Plowshares Development, LLC. 1851 Uke DrIft Welt. SuIte 550 ("'hAft"...... Mbmeeota 55317' Pinehurst l"'h...1t-..n ~ PL 10' DRAINAGE & UllUTY EASEMENT o o 0 o NOTE: PRIVATE UllUllES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAiNING WALL RESTRICllONS. E PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK [-15 200410640Tf03.0WG Dote: 02/21/05 _ 4 OP 14 Details o 2005 W....twood Profe..lonol Servlc..... Inc. S? -. c5 C' .kt- \ ~ (3 ~ -. (~ y ~ f~ 'C VC5 ;~ (.) \ ~ L'J Q:: \ W') \ \\ \ ,/.- \C0 \ \ \ \\ I ~_-----1 / ~ I /' I / / I / I / = ~ u L-.J --- -- --- ~ \. S \ \ \ \ \ \ \ \ \ \ ) /' / / g OJ '- '" OJ '- ~ '" :> '" gj ~ .... )!5 ~ OJ ,- 0> . "0 ,- .. & ~ :u ,- ;: I'" AI'" -;:'''' ''IV. ....., (~ -. c5 n~ ---- --- !;! 3 -- \ -4 '/ "''''',7''I''''''I,./..........d3 ~ nUVI'V/v - -- MH-3 I u,,.-..nn , nvvv E/<- 8"DIP EX. 8. PVC I ~(( I ~r- :. I I I ~~/OODR/D(;E ffE/GfiTS 3RD f5,"""Tro., ,., IIVI" --;- ,.-----, r-----l \ " / -~ I I / ( -.... Legend ~ SANITARY SEWER - <I - WATER -1- H~. W~AL~ '0 STORM SEWER - <1<1 - PROPOSED SANITARY SEWER WATER H~. W~AL~ STORM SEWER -4- -I- I -..- I ...., ...". .. .. .. .. ....... " _ . ... ., =?JJW~- Cbdo~PJl. _ f1l/05/06 ~ No. 40853 Westwood Professional Services,lnc. - =9::= = ~=== f:l 0l/05jn1 REWlED PER REPl.AT (A.M.WItW) -. .. AlII. ~ CIbf ~ AIM ..... DlIIwIM "",... P!epored for: Plowshares Development, LLC. 1851 Lab Drift Welt, Salle 5SO n.Oftlo_. Mbmeeota 55317 75.._0.... Eden "'- MN 55344 Phone: ltS2--IJ7.51sa 'aJC H2..'J7..S122 Coli 48 Hours before dlgglng: GOPHER STAlE ONE CAlL Twin City Aroo 651-454-0002 Mn. Toll free 1-800-252-1166 STORM SEWER CASnNG SCHEDULE STRUC1\JRE CASllNG TYPE NUMBER TYPE D1A. BUILD 1 CBMH 48. -R09' R-3290-L 2 CBMH -~. "7?' R-3290-L 3 CBMH ~. 5.:n' R-3290-L 4 OCS ~. 8.07 SEE DETAIL 5 rES 15. - - 7 rES 18. - 8 CBMH 48. 4AA' R-329o-L 9 CBMH 48. 4.75' R-3290-L 10 CBMH -~. 10.75' R-329o-L 11 CBMH 48. 6.7'" R-329o-L 12 CB 48. 4.M' R-4342 13 STMH ..... 1'7 ..... R-1642 14 CB 2'X3' 4.44' R-3290-L 15 CBMH 48. 13.95' R-3290-L 16 STMH 48. '''.50' R-1642 17 CBMH 48. 527' R-3290 L 18 C8MH 48. 4.62' R-3290-L 19 CB ..... 4.50' R 4342 20 C8MH 48. 616' R-3290-L 21 CBMH ~. 8.88' R-3290-L 22 CB 48. 4.50' R-4342 23 rES ." . - - 24 CBMH u. '77.09' R-3290-L 25 C8 2'X3' 4.60' R-329o-L 26 CBMH ~. 7.04' R-329o-L 27 C8MH 48. 4.83' R-329o-L 27A C8 48. 4.44' R-329o-L 28 C8MH 48. '7.65' R-3290-L 29 C8 48. 4.45' R-4342 JO C8MH 48. '74.59' R-3290-L 31 CBMH 48. 2743' R-329o-L 32 CBMH n. VI.n' R-329o-L JJ STMH 48. 28.95' R-1642 34 C8MH ~. '7131' R-329o-L J5 CBMH 48. 13.90' R-3290-L 36 C8MH 48. 662' R-329o-L 37 C8 'X3' 4."-~' R-3290-L J8 C8MH 11.72 R-329O-L ~ ~ . "5' R_ 4:\4'7 {JQA 5.4 . 1>-""42") or 1>~42 41 CB ,~ . R-3290-L 43 C8MH 48. 4, R 4342 44 C8MH 48. 5.37' R-329O-L 45 CB ~X3' ",4'" R-3290-L 46 rES '71. - - 47 STMH ... ........"'. R-1642 48 STMH 'B. 10.42' R-1642 49 C8MH 48. 4.74' R-4J42 50 STMH 48. 4.73' R-1642 51 CBMH 15. 13.54' 52 CB ... 4.44' R-4342 53 rES I~. - 54 CB ... L '7~' R-4J42 )( 0' I 100' I 300' I 200' E-15200-4-10640Af02.0WG Dote: 02/21/05 - 5 OF 14 Pinehurst Overall Plan t"h...h......... Mh'meIota .2VPrOfellS~:~ce','nc. RAI~"'GE "'ND UTlU </----__ .;.~, I r ,/~ j 1- - I I' U' \':1, - L- .;-;.- ~;, SEMENT (TYP) I I ^ ~ 1 : -'111'. r- , " I I ---1/i1r--...J'---,7l'1 ~.!. \ \ ~ I ~, ' , ""~, / / : 0' MH-23 , \ .' ~ : __-==-==-d...=: '. II ! " I I II , -'-- :S- --- '-'"'--=- ~ ---I , ", I / IV ,'t- 'l : I \ ~i JJ.'fD..:trri.."'" VALVE::-' \ \ \j t, ~ :' < ' ~ '--"'.JI I " , I, \ I! 17'-6" P 8" 8" TEE \ - -Ill \ 8"-;; 1/40 END " / I' - 'a"x&" I x . -all . ,,---------- '--... ' I ~ MH 22'i-- "/ I tRND. a;.. bs4.7 \ \ ,11 , \ I ( ... r-- --...--... ' -ll - I :-.... ~ I I I ~ ' \~' ""S" G'7V ~--\ --...,-___ d ~ - --....~ 1\ IS: yll 8"L22j~' ~BEND \ \ : L_-~Qy,.----j , / ~" / Ir'"- ...... I ~:, ' = ' "_ ~t I , (, \ ~ -r.Y if / 7 l__ __.. \ , 1/' I - 'i '-= """IIIl fI I \' -11 1/40 .!lEH ~ I'" ~ - _ , , ) '\ I ~---_ MH-21A' ~ ~!!II \ _-- ...."" 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VALVE 18'-0" PVC 8"x." TEE GRND. ELE.-l062.6 Call 48 Hours before digging: GOPHER STAlE ONE CAlL Twin CIty ArfJ4 651-454-0002 Mn. Toll Free 1-800-252-1166 DENOTES SANITARY SEWER SERVICE INVERT 0 END Of' STUB. ~--- ----- 8"-i2 ~20 B ---, f'- /;/1 I I II I f I I I I /1 ~., ff ~~ ( ....,"', , ~ , , @ ,J 1/'" S" /' 1 0 Bo.o, / NO":fONN " I ~ )", I ~~ $ / " " <. """0 LIlT 5 TO Ec'l( ~ ' ~ TO lIilS SERVlC9i ~ 8" G.V. 'fl.,}/Ir.::.- ~ "-.. r;;t;:. z < .~ "" ~ ~ ~:~ ,~" ' < "''''0.., "TEE~'l.A ""-:,J . - , -. ' MH-n.. ~ / ." -'. ~ '?6' /' ~~ -',," /7c~/ .~y~ HYD. w/"'Ux. VIU.VE 10'-6" PVC 8"x&" TEE GRND. E1.E.cl048.1 DENOrrS SANITARY SEWER SERVICE IWYE-x+xx I WYE LOC"'TED ON M...INUNE fROM DOWN STREAM M.H. FlAG HYDR"'NTS PER CITY DETAIL 1004 EXTEND ROOS ON DEEP VALVES. AI..l DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ~ ~..o'#-.. -.. , , ''-...... <: 7' NDERL Y1NG LOT UNES (TYP.) ~, -.. I " AI..l UTlUTY WORK SHAI..l BE IN "'CCORD"'NCE Willi lIiE CITY'S 2005 STANDARD SPEClRC... TlONS AND DET...,L Pl.A lES. AI..l SANITARY SERVICES AND WYES SHAI..l BE 6" PVC SDR 26 AI..l W...TERMAlN SHAI..l H"'VE 7.5' MINIMUM COVER ;., / //#'1 ',.( , , , I SO' 100' I 150' g OJ , '" OJ , ~ . r 4'.;6'1.3" . :~TOP \'oM-105M I : : '1;,,: 4'id6'xj":. : ; \ .INSlJUnctl. . . ~ 1:0 STA; 12+~O. I . :INSOLA110f'.r : : . - .............................. .............................................. ............................. .. ........ ........ :~:J':~:':':':':":':"" ::::::-;::.::..::......T........ ..:.:.: :.:.:.::.:.:.:.:-..:. ......... - .:.. .... ... .. ...... ... r.~.i~i~fil .. T ~ ./.. ':'.~~f~50 . ; tI ::: :~ ,. .'. ~\:.. ....:~ 0[:0.:~TA:.1J+60:...... ..... ...... ................1.Q& . ......... ...._~: ::::.::..:..:.::::.:..:.....:-:_:~::.;...:.:.::...:.... :.::.:... ...~:R~~~.EC.LL:.:....... : ~....... .... ~ . '- : : r1:::.::_.:...:..~. :.':..'~.':.":: ~::~ i='" ,.. - ~. . . ; . '. ;/ ,; ~':1;".. ,,:.7".7" '" . '>" . ' Vj-; . 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Ine. ,/ r-UNDER~Y1NG lOT ,I p" d'" 1/ 'L/-J..t-6 ! 10 \ / UNES (TYP.) j 1 n, I I r \ - I- _:::-'-+.I I 18 .... II I r I ' ~--7- - I::t:=::. - -.L,..I. _I- I. ft I 1 I, I 2 2 i 11 I' I I" I , ~t- tl r -h 11, IAH- / ~ / SERVICE (TYP)--. I I I If - DRAINAGE ANouiiD'iY--l /1 ~WET TAP INTO EXISTING i i'~ I 1" COPPER SERVI~ I I ,/ , 16. ~ I~R EArt.N~1 "7 I []Jill I - /;.. (1/ / W/CURBSTOP(TYP~ .J~-___________I (,. ~ I" 'I x I /. IV^- ,"~"-11 1/4~BENO--- /- ~ :.fl I S.O'RISER I :: I J'. L-X ~ ,,"'~ ----G.V L- -- I ~ ~~ l!a@1 @ ~)/ i ~ L ~ '" TOP WIA SERVICE ---3---1 IAH-7\ II I tlI.. I /I~' ~~ 'Q'~,,-~ ~?26.00STORIA ----\-1 L__-i---I---l'r;r=W 6 ~:CT Ir"'/ ~ I /" ~~ O~NG ::::' I- ~3~o. :i I '-- ....~. I ~""" ".~".~ ", iW. ~' " \ ~ I y J. '" ". "<:>' ~~ ~ ... I 1= )"'.. ':::'.:'~ .:'::: ':': I, _ I iL-I-< ,:;:: ".".'" 6', ~" "'<l", ~f.-.~~- ~ \~\ ~')- ~ ~ .1 IAH-S ',' / ~) I ~,.-, ';r;;a l --1- I~ ~ _~ ' " ~ I ~ 7 l ~:-tf) ;I:J} I Cn..u. ~t.AUX. ~ I ~/":'I ft 1 J="" le~if-~-~@~<d.f:11l : /~,~ /Y1"l~!"il~J\! / j ~.'+07J I rWYE-2+1~ \ I' ci ". ~~ ~ / . 8.3' RISER 111\ 4.0' 2~ \ I I ~:r ',,:-4S0 B /;/ ""<;= _tJ,,""\.\ \\ . ~ I 1 I Ii \ .~ ~,~ I 0:.", ".// ~ 7'[ -~\>' H-S I, 1/ . ! II J~~}~~~~1A1 ! I ~ . ~ct:1 7"1'(/ ~ ~II -~ \<>, !) ~ / I ,__ ~JI~___==----___J g II ,: II ~ ! / ~~^~~~ ,,>\"\ : Ii ~~v- ~ --i--{ ~ IIRi ! ! ! R~:-17 "'" Ii Pinehurst Drive Edgewood Court :: . ... :. ::' j: I';":" 1-:-:-. 10451";': , t- V"> U :>: a.. :;; S M g cu , '" ~ ~ <=J :> '" ~ ::> ... g -;; :> :> )! (]) ~ 3! .. ~ ... " " )! l. 1005 15 .. .. 17 :.: 16 18 40 41 42 43 I'" . .....,. ...., .. ... ... - ,..,... '" - . -- ., ~JW~- CIrlo ~PB .- ll1J05/ll6 .- No. 40853 - :1:~ ==::: ~~~afH) Westwood Professional Services,lnc. J1.~_"1 AIM ~ CIDI .,.... AIM .... ~ ..I.... 7>.. "'-"' 0",. Eden Prairie, MN 55344 Phone: 152.'37.5150 hE tu-tn..wz I : I\ll L---__JJ"_;; l/~ BEND~\ ,~~;L -" ';)" ---VI,' j ~~---') ~ / '1/; i:' ! ~ ~ ~6 "'~ / . .4 ~v h -::="--",\ CO'.) III if;@) 'I!>:I-. ~~ ~ // ,\ 1__ ~ ~ / \\', I I _ _ jiivm:-x+xxl l ~. r-~~'--~ . '. ~k'~ // \<'\\ I II: r I '-e' G.V. -- -. .....0" ./ I H- o' SEPARATl '\ ' I I Cr. I ~ '\'<. ~,": "'\ ~,S tRY / '--------_J I t,.:: I I ~ \ ',' ~ \ :-. I r ------ I -'- I -22 '!.,r BFJ D.\ " . . \ I / ; I c.: i :'~m8"S"TEEJ,,' \\ ~I / !" LI: , ~ ). II ,---_-,.., I I . ) \, I I 't' I _ '- I " \ I I .. I t., o I ' ," , H-3.1 I CO ::; -L. I , 7 I R OVE 6: REP~CE .' r - - .J.... -.-J I ~ I~ SY BITUt.II!iOUS .: I I.",~ 1 -,"I;.;.)" '\ .[~Z., ~ I NO ~DLFciJ~ 'W- r""H-9 8" 22 1/20 BEN '::~ ~~ "' "-- "" - _ :'; - n~ ,:~ ". t::: ! ,__ ~<,~~~H-=~! IA~- :~: : : L---~~ ...... "~~~__ t- - It . I _---...==- _--,",Os]'"", "'~ .". - 26 l..." ... ~1 : 1 '"-:: ..;:::::::;:::-=-=-=.-::- --- :" 'V /) '. _ -,- "1"l'Y~ ... ~ ~\~~~-:>----., : ~~:.. ~~:,..,~ ",J,//- . . .~; ~~ECT~J-L~-: \ Ll. . \ "t ... 0 -" EXlSTINGS" VC . \ :'~ "/'0 C\I r.:J CONNECT TO 8" '. I STUB IE=I \\,\' .~ ,,<~ ... ',\ , 05~~N~~':~ ~'.~ I ;-'; . \ \... . '-~ /,," , ) '-- Manchester Drive .0; ;! .. I I :: . , ::: ~ : : ... 20 21 22 23 24 25 Prepaed far. Plowshares Development, LLC. 1851 Lab DrIft W-. Salle 550 n.o,,"-. MID-. 55317 Pinehurst n....h-. MID-. Cdll 48 Hours before di99ln9: GOPHER STATE ONE CAlL Tw1n CIty Area 6S1-454-OOO2 IAn. Toll Freo 1-800-252-1166 DENOnES SANITARY SEWER SERVICE INVERT 0 END or STUB. DENOnES SANITARY SEWER SERVICE vm: lOCATED ON IAAlNUNE FROIA DOWN STREAIA IA.H, F1.AG H'YDRANTS PER CITY DETAIL 1004 EXTEND RODS ON DEEP VAlVES. All DROP IAANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. All UTlUTY WORK SHAll BE IN ACCORDANCE Vt1TH THE CITY'S 2005 STANDARD SPEClFlCA TIONS AND DETAil PLATIES, All SANITARY SERVICES AND WYES SHAll BE 6" PVC SDR 26 All WA TERIAAlN SHAll HAVE 7,S' MINIMUM COVER ~~ I I I o' 50' 100' I 150' :.:.:.:.:.:.:.:...:.:.:.:.:.:.:. .1!M:5. '~~~j~':':':':'::~ : 1/1": stPAAAMN : :MINlMI;JIl: : : : : : : : : .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.~ ,:j:?:: .~~~a;Ji.:':':':':':':':'1 1010 RE' -1020.~ . . . . . . IE -1'007;18 . EX: !:E:=lPPS:1:8. 1005 26 E-15 20041064UlF02.0WG Dote 02/21/05 _ 7 OP 14 Sanitary Sewer and Water Main Construction Plans ~ ~~ Bdpwood Court .. <12005 Westwood Professlonol ServIces. Ine. \ ~\ I \~____J 1060 1055 1050 .... '" u :>: .. '" l) ~ M 1045 g ~ " ~ :':i 1040 <> . " ~ 1035 ::J .. g ~ ~ ~ ~ .. g ~ ~ i:. 1030 1025 I'" , I I I I I I n I I 'V I I ,.:~. I I I <" I I I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ L________J f:~l Alder Way . . . . . . . . . . ............. .......... ... ..-...... . . . . . . . . . . . . ... ... ..... .. ....... ............ ......................... . . ... . . . . ............................................................ . . . .".. .. .:.:+:.............. hR.~.:.:.:.::...... ..... ................. .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .......... . . . . - ........ '. . . . . . . . . . . . . . ...............-..-........................................................................................................................................... . . . . . .... ....... .... . . . . . . . . . . : : . : : : : : : : : : : : : : : : :: :::: +.~i$.~~. :INWii.-hON : : : : : : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . :. ....... :lS"' SEPAR....TlON. . . . . . . . ..... .... ........ :.:.:"':1.:. ...:~~~:lAli~:.ST()RlqING.' :... hQ.~~.:.:.:.:.;.:.:. ...:.:.:.:.:.:...... . . . ........................ . . '..J Cj DRAlN....GE " UnUTY EASEMENT OVER ALL OF OUlLOT .... ,. < I - UJ S:J REMOVE PLUG AND CONNECT TO EXlSnNG 6" DIP B"><6" REDUCER 6" G.V. C:J :;> <: cS Si j:l=-~::: /" C:J C:J ~C ,. < I - L..IJ C::J -,. i" - ---E .........-L.-(j lJ- ~J_ tr\ ry\ J \- .--/ / / -----1- ___ Amberwood Lane . . . . . . . . . . . .. ... ...... ..... ....... . . ............... . . ....... .. .... ...... . . .. . .... .......... . . ....................................... . . ...... ... '.. . . ................................................. . . . 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" .::: i : : :~...;,: : : : ~ : : : : "::::::::::-;<(': 1Q20.. . . ..... .:.': ...\ ............. .;.;T~.~~~~~~~~.IN~~~ . . . . : . . . . .18. SEPAA....l1ON . . : : ~INIMUt.I: " SToRM: XING . ; . .............................. . . .... . :MH:...~7:.:.:.:.:.:.:.:. :RE: ...1052.58::: .. .IE(Ilw} :-'033.69 :IE{S} ~10JJ;~g : . . ............. .............................. . . 1"015 : . . . . . . . . . .. ..................................... . . . . ........... .......... .. ... ........ .... ..,. . . . . ............................................................................................................................................. . " '" .. .... .. ........... .. .... ... " . . . .......................................... ~QHL. .. ................. . . ................ . . 60 1"005' 61 62 63 Westwood Professional Services, Inc. I ....., ...., .. .. .... .. ,..,... .,. _ . .... ., =?JJW"=-- Cbrlo ~Jl. Ddol 01/05106 '- Il& 40853 - :~~==~~~lg:H 0lftJ5/DJ RE\'1SED PER AEPlAT (A.IrIl.1IlftW) 7599 -... Drive Eden _ MN 55344 PhoN.: 'S2~'J1-S1SO Fa.: t52"'17~2 .":: :MH":'is: . . . : : : : . . . : :STA.55+51 : . . . . : : : : : : : : : :RE: ~1~6;47 : . . . ; . . . : : :lqf'.!Y!} ~10:3~; . ::.-::.:.:.:.:.:f~~:.:~~~t . ; t 4';' e;. PVCSOR 26 Ci 0: MH"1Z:.:.:.r~r.r.~ 0; RE :';'t05ci.51 . . . . .1 . . . . . . . . . . . . . IE(NE:} DROP: "'10:3~;08 : . . . . . . . . . . . .I~{~?:.t:~~~ .:.:. :.:.:.:.:.:.:.:.:.:.;.:... .............. . . ...................................................... . . . . . ........................................... . . .......... .... . . ............ ............. .. . . .................................. . . .......................... . . . . ............................. . . '':';3: : . :STA. . . . : : : ;RE :..tQ4.1;ga : : : . . . ; : . . . : : . : : :1E:{IjW) ~1~!!2 :.:.: .:.:.:.:.:.:.:.:.:. :.:.:.: .:1E:(!jE:1..~19~,~~ :::::: 15Tl ~":~~:~r26 ~?6~:::: 3 4 50 51 52 53 54 -- . AIM ~ CIIoI n.w. AIM: .... rawtIIIr "'!dIII. rnp.red for: Plowshares Development, LLC 1851 Lake Drl... Welt. SaIte 5SO n...._,!Il1meIola 553J7 Pinehurst l"II."II-..aft ~ Coli 48 Hours before digging: GOPHER STATE ONE CAU. Twin CIty Areo 651-4M-0002 Mn. Toll free 1-800-252-1166 DENOTES SANIT....RY ~ SERVICE INVERT 0 END Of STUB. DENOTES SANITARY SE'M:R SERVICE WYE LOC....TED ON t.I....INUNE fROM DOWN STREAM M.H. FLAG HYDRANTS PER CITY DETAIL 1004 EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UnUTY WORK SH....LL BE IN ....CCORDANCE WITH THE ClTY"S 2005 STANDARD SPECIfiCATIONS AND DET ....IL PLA lES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC $OR 26 ALL WAlERMAlN SHALL H....VE 7.5' MINIMUM COVER )( o' I 50. 150' 100' 020 55 E-1S 20041004UlFOJ.OWG Dole: 02/21/05 _ 8 OP 14 Sanitary Sewer and Water Main Construction Plans Alder Way, Amherwood lADe .. Water ),{aln to Bnmdea Poacl 3rd. .... V> '-' :E "- '" N ~ M h ,-;';'v .(..\'" \.Ky) ~;~\ (\ " ...1 ,<, \ ",/ \' J34'-B" HOPE SOR-ll (BORE) \ \ \ \ \ Coli o4B Hours before digging: GOPHER STA 1E ONE CAU. Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 DENOTES SANITARY SEYtER SERVICE INVERT 0 END OF SlUB. @> - ......."""'~ .......~ .......-\ CONNEp to EX-MH \ /' /' Ril,OIlE " REPLACE 50:1: IF or ~lUMINOUS TRAIL. 50:1: ~D 18%R~l~ GUTTER BllUMIN~S IN STREET DENOTES SANITARY SEYtER SERVICE IWYE-x+xxl WYE LOCATED ON MAlNUNE FROM DOWN STREAM M.H. FLAG HYDRANTS PER CITY DETAIL 1004 EXTEND ROllS ON DEEP VAL lIES. ALL DROP MANHOlES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTlUTY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S 2005 STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC $OR 26 ....\\ / '~r1 \/ ('.... 1'1\ J (' '(.... ~, ALL WATERMAlN SHALL HAIlE 7.5' MINIMUM COlIER I 50' I 100' I 150' 1065 1060 1055 1050 1045 g N " '" N " ~ C> ~ ." i I.- .... ;;> I N " C> ~ ." " ... ~ ~ (IJ " 0: 1035 1 30 30 E-15 2004106WTF04DWG 7599"'-""'D.... Eden Prorte. MN 55344 Phone: "Z-.J7.s1SO ..x: 1S2.-'37-5122 I ....,. .., .... .. JIll- _ ,..... ., _ . ... ., ?JUa.:-- CIllo ~Jl. IlIOo 01/05/06 _ No. 40853 - :~~ ==::: ~~..bCRN) -. . .ADI ~ """ 'DlIiIIar ADl a-d. DrrMIIM hlclll8 Pnpaed for: Plowshares Development, LLC. 1851 LaIce Drift West, SuIte 550 ('h...,,_, ~ 55317 Pinehurst Due CYl/WOS _ 9 OP 14 Sanitary Sewer and Water Main Construction Plans 1'" Westwood Professional Services,lnc, n....,,__ ~ Hem1od< LaDe .. ~ ('.,.."""".... to LaIce Lacy Roed t~:~l --- ---- .A- .... V> U '" Q. '" n, ~ M .. : :ca":'4t... . 1 050 .......:...:..~:1~~~~.:.:.. : : zr: : : : :IE(q~~~~~:~ .::.. 1045 ::::.::: i: :30'~' ;5~ HOP :.:.. ...........:..... CL.5..0..0.33ll:.. : :. INP1CA~ ~Qu:' ~: : : : : .. HOlES:FOR 4.'DRAINTILE ..: :c~Nt~tJbN" (lYP) ~:.:::: 1040 ~ nJ ..... 0> nJ ..... ~ C> ;0 ... ~ ~ ... :g :> g )! 0> ;0 3! ... g ~ )! i:. :: : . it. : :: ::~:. 4 6 7 11 I'" .....,...."..... ....-,..,..,.<<., -_....~ ~JW~- 0Id0~J1. IloOo DlJ05/06 .- ".. 40853 Pinehurst - ~~~::::: g~ ==~ l~~ D1/D5/01 RE'4SED POI REPlAT (AM...., -. ~ ~ ""-- aM o.w. CIN .... ..... ...1d.I. Prepued. far. Plowshares Development, LLC. 1851 Lab Drift W-. SuIte 5!11 ("h.""-- J.fbmemta 55317 Westwood Professional Services, Ine. 7599 Anagram Dlive Eden Prilrle. MN S5344 ,holM-: '52~'U..s,SO 'ax: n2..,U-5a22 rh_".~ ~ ,,~o .,. Call 48 Hounl before digging: GOPHER STA 1E ONE CAlL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. o!c G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DO/OlES GUTTERUNE ElEVATION AT INTERSECTIONS All RCP SHAll BE ClASS 5 IN ROADWAY MIN. 9. CLASS 5 UNDER C " G HOlES TO BE PRE-CUT IN All STORM STRUCTURES THAT HAVE DRAIN TILE INLETS. CURB INlET SEDIMENT ALTERS SHAll BE INST ALL.ED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHAll BE MAINTAINED UNllL THE SITE HAS BEEN STABIUZED AND THEN SHAll BE REMOVED. PER CITY DETAIL PLATE NO. 5302 All SlGNAGE TO BE INSTALlED BY CITY. 55.90 - 1055.90 All DISTURBED AREAS SHAll BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION All UllUTY WORK SHAll BE IN ACCORDANCE WITH THE CITY'S 2005 STANDARD SPEClACATION AND DETAIL PLATES CASllNG NOTE: All CATCH BASIN CASTINGS IN CURB SHAll BE SUMPED 0.15 FEET AND MANHOlE CASllNGS IN PAVED AREAS SHAll BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROALES REFUCT THE SUMPED ELEVATIONS. I'l I B I o' [ SO' I 100' I 150' Dole: rJl/21/05 -= 10 OF 14 Storm Sewer and Street Construction Plans PIDehunt Drift :~ :~.. :~ :~ :~.. ~~ ~:~ ~~: :~.:~:~ :~. :::.'~:: ::: :: J .s. ::~1: ;. l ~ ~: Q::': ~ ~. :~:"~:'."~: ~: : ~.:~. . .. .. :8: :8 :8' :~. ;~ .:2. At) ,~. :~. :~. :1<). .1<). :~. ~ ... :_~ .:g. .. .0:0. :0. .0. .. 0.. .: o~... :a :0 :S!' :;!. ~: ~: :~. :S!' .. ;:C~~~"f""< mmmm ,m"mm ~J;';:;:;;, . ~;~m mmm' mm ~~,. m ~!mmm"m5:'4' ;_IE,D5~OJR: ~cp' 50:. : l ':\J<t;'~H~~~:::;029.0: ........:~ SE~~o~t.rso~~'))....:.. .. ~ : ;~6~~ . ::~.~~..:}~:t...~.~ .N.~.kmLLU m"'tE""'~:, ..m ". "''''f F~'$~a.~.o;"'!.;' C,,;~,,:"'''''-.''''~'I '\IxJ::~:<;:j::::::::::..': .^'^ ... ... .. .... .. .. m "."'..,..~.; N" ;;;<~m ..mm..'mmm"mmm ":~= I':".'~f'"""."'t~. a. C ,,"");;.:_,,;;~;.I ,., '.\~., .'. : rIEE(~El!H)~'_~'Oil04S>.~~:. .....;..:.....:: '.' ;. ......... ... ~ : .....::. ::;:~~:j.~ .,~< ,L!~~~~~~9,IKm.<,m. ,..... . . ....e;,."" ';;~S'1t:'" ,,>, m'~~I~ (.._ ....:.... :.~;p...~.l.~:~~ ~>~..... .. .......... :.... >~<tt~~~NG.t~.GR'J:>E :.,.........,...............,....... .::. .... ..........,.................: ...................... ...CLS~.l>A;5l; ... :Cl.:5:0:M7%... ........ t:'CB~.:;10:.... ... .... ......d5~~~5~:~ ,.:--' ~"'''''~.: :.., ,~HBliow'" .:...:.:..:.:.:.:.:J.1.Q35. . HR. stA:~ 12+75 :.. O~~O'; ~~: :PROP6sEoc~:GRAoi:: ., :.' .... I!E"1~oo': .'" it.",... : . PVI T" . , ~^. . . . . " . "> '/!-, CS"H 8 ".. . PlII Sf A - 2P+8S . ., IE(NW\-1~.24 . . '" . . . .. .,. . . . ,;, .:.. . i'P'i1~;;;;;;;'!" .....,...~:~;5~R~"~. '. :.t' '\' : ....:~E~bi~6~~.. ... ':....: ':~~,;,-_~,:.37"'; 0 . 'IE(N~~';~~,;, :.........:........::..'-.~ ":Vi~' ~ : :.:.:.:.:.:.:.:.:,:.:.:.:.:.:-:-..:.+:-:-:.:.A.-~~~~~()():.:.:,: ................ ....:q;..~.~.~b69~ ~f~~>-10~~~r.:.: ... .....: ... ~~~~{IL> '\" ..,.... ..:. :' ,.: :E>O_~-102!n.~S1JM~l~ ': .: ....:':.. .:...: K.;,l~~ ....... ... ';'. ~ ~...:.:.~' .,:...:.; ";':f~iz~ millf" .. . :" ., .... ~~~. ~~'I-,:,:, n I 2~'~~:;."~~" :. . .. : 1030 ................I*~.1~~!f,,,: . :,... ..:...., .;. ....:..,5'.:.18.~ ... ~~~T:':"""'" .: . ..... :.....~'Jj~... ..... ... .~ .. ..., "P'i1ElE~-'02mr" 0 .ICl501.50%' Z .. ...... ", . .. . : : . '. '\ : . : . . : . : . 5 0 <i 83" ..., . :. : 28 -15. RCP -:-15. It : '. "'. l: ...........:.:.:.:.:.:.:.:.:,:.:. '1::"IE~~-1:0;o5'50'~::' :':'ce: . ..H..:-..,S...... "....;... '.... ". , PVI STIi -i!f:' ' "'rr--'"" '" . oS 0 2. ,. . K 2666' . I iJ,.Q2Q. . . '~;""oo:f.~~mm .mmm ...... .... .:miE.:~ '. i"" ~: i:,fmm _ ~m ;m ,;.e'i~=F---~-_:::=:::_:~:,~2;~:::_L:d:+_:~~~" ':_, < . ~;: :~ >" ::!L .m.m :CBMH":';7 : :SEE RIGHT . . . : : ,.; ...:.:.:\\!:.::........... .................:...........................:.l.:.:.:.:.:.:,:.;.::,:.:.:,:,:.:.:.:.;':':.:.:.:...:.:,::.;.L;........... :~:: S' : . , . .It:. .... ,..::> .,.,.. ... ..................... ......... ,.:.:.:.:...:.:.:.:i5:.:.:.:.....:... ........... ....:.:.:.8 :.. ..............,:".................: ..................:...................:......... ................... : . 'd ::.~:, .~. :>. d : . . . :~ : :!. ... . .:.. . EX.' 1~{5)=1Q12.87t .. ~ >'N .~> ... .;,,' o..~: .> 0.... . .>.. , SANITARY ~R. .a.. 'I~: Q.. : 'G..' .~.; : 'C?: ::3' Q.~ a..: Ie . ....: .0..... .XlNG (TYP). '.. g . . . :!:: :g. :~. 1( ig :'!.:~,gj, i;i .s:!..: '. . .. : :~. . :. .+..., + ... :.::: ::: + :.... .+. +.: .......+ + .. +, ... + +::: .::: t ... +. 14 15 16 17 18 20 21 22 23 24 25 02005 Wostwood Profosslonal ServIces, Ine. I -x-x__ i - .-+ ""''- '/--r , .~ -I ---14 r----____-, .- '-- C8-22 ~I I VI'. r- \ \ ~ DR~N~il I ~ \l.1 ~~~(~ ~ NO~ EXCAVATE r; ~: lEE OET~d --- r 0 PAOS I I ~ I \ I I (TYP} /. I 31' B-B _:...., L._____ --1'!! L _-- \1 ---__ / 1)/ - , I ~.~DERL VlNG LOT i / UNES (TYP.) .~ -6- :J f; 1 J-' tI(l) ., ~ \ . 1Y.~~.i<'7 '~j~ L_~J"" CJ I I r-''l:::: I I \ ~ ~~ C.;:-: j~T. r---~=:-:::-1 I \. ' I ~ ~. '" I ~STlAH-16 \ ~ ' j .-/c..~ I _::::..::::..<=::::-:::-:: r--r- , I I, )1 7-::",- . I I - I I ~ ~ 'L ---_ CBMH-15 \ ~'..~ / I r~~ ]=; ~ -r, 'I=~~~ l ;,~ J~~~ ~ '--"~) @~; /__-~ < .. i : : 00 NOTEXCAYAltI "b-.. '" ,.1 I ~I " Oo'o~ ~" <1 S . P ~ / " " <0 I I -ri II' "I' I 'I 1.-. ~SOJ'''' ~'A1 / ' , I I ? I! 8 "v I ~ I ; ~ . ~ ~)~.........,.~ . 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JJ -_-:: \, ,~_~ " \, -;~,.:r! -- I,~~ LE'JEL ... ........ ~H-3 ~ "/ ..~r:t' -~~~;~,~ r ~----3----h ~ g /00 IL \ ~-\ \\\ ;':; -- ///';......,,<"1, 4.5:-9~X1~~~ b I V /7 /' ~9'" ~ ~...:,,~ ~3&~O 1< I! ~ ~ I!, j \\ \ /,/ "\ " '?: CP ! Pinehurst Drive Manchester Drive --===:- ..... t~w ~^,... ~. -~-JII--\ l ~\ \\ o>>T -- ! 4 "\ \ 25 I \ \ \ ", I \ t, I \ ~ I \ \ I q I \ \ , \ \' --,1-__--1. \ , I \ \... I . \ I , i - i ,,_--/ I ~ I I I I I I ) ADJUSTG'o I' I (~) I .~- -/J L .~ ,...,. ...L "" _ .-6- f--_ II' . -,~ ....., 15.;CP-- I- --fi!::"'..... ,,,.r;-.:;JMH~..16... -:"::"1 ~/ri ':/" :;.' .'7, ;:.h"ep .. "'- . ...~!/). 3 .L~~"" V rllt-'rr--' R25' (TYP)~ , "\, 1065 1060 ~ 1050 1045 1040 g N -- '" ~ ~ 1035 '" . " ~ ~ '" .. g ;; ;: ;! '" . ~ . g .. ;: ~ [ ~.:.:.:,:,::,:.:.L:.:.:.:.:.:.:...:.:.:.:.:,.:,:. ,............ .. . i : :S . .+., 1020 13 I'" I ..., ...,. .. ... .... .. ,..,.. .,. _ . ... ., =?JJW"':::--- am. ~PB Ddo 0l/lI5/ll6 _ .... 40853 - :;~~:= ~ g~ ==~ ~~l Ol~/OI REYISED PElt REPlAT <........ .....",." Clbl ON Pnpaed far: Plowshares Development, LLC. 1851 Lake Drift Welt, Suite 55ll ('h...~. MImleIOta 55311 Westwood Professional Services,lnc, -- ~ - 7599 "'-"'" Drlvo Eden Pro.... MN 55344 PhoIM: ,u..'J7-S1SO Fax: 1S1~']7-sau 1-.1 DIinIlllI: ...,.... I:: c 5;i ~:~ - -~"- - - ~t L,~ I ---~- -L. i)! C ,~, \ EX. :~;, RCP ST\JS" IE=1012.87:1: ,,,,.... ~~... RCP 26 I EX. IS" Rea, \/, I,' 1 Jl ~L]7' aa_J-L ,-,-1, I\,.. ) I ( If-tl I " " \..... Pinehurst ("h.ft......... ~ Call 48 Hours before digging: GOPHER STAlE ONE CAlL Twin City Aroo 651-454-0002 Mn, Toll Free 1-800-252-1166 GENERAL NOlES: . RADIUS TO BE B618 C. I< G. NTH 10' TRANSlllON FROt.t SURMOUNTABLE CURB ~ DENOTES GUTTERUNE ElEVAllON ,,~ AT INTERSECllONS ALL RCP SHALl BE ClASS 5 IN ROADWAY . MIN. 9" a..ASS 5 UNOER C I< G HOLES TO BE PRE-CUT IN ALl STORM STRUClURES THAT HAVE ORAINTlI.E INlETS. . CURB INLET SEDIMENT ALTERS SHALl BE INSTAUED IMMEDIAm.y AFTER CURB IS COI.4PLETE. THEY SHAlL BE M~NT ~NED UNllL THE SITE HAS BEEN STABlUZED AND THEN SHAlL BE REMOVED. PER OTY DET~L PLATE NO. 5302 ALl SlGNAGE TO BE INSTAlLED BY OTY. . 55.90 - 1055.90 . ALl DIS'lVRBED AREAS SHALl BE SEEDED ANO MULCHED NTH IN 48 HOURS TO MINIMIZE EROSION ALl UllUTY WORK SHALl BE IN ACCORDANCE NTH THE OTY'S 2005 STANOARD SPEOACAllON AND DETAIL PLATES CASTING NOlE: AlL CATCH BASIN CASllNGS IN CURB SHALl BE SUMPED 0.15 FEET ANO MANHOLE CASllNGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVA liONS ON PLAN PROFILES REFlECT THE SUMPED ElEVA liONS. I o' I 50' I 100' I 150' -....:..:..:.~. ; .:.:, ..;.:...:.:.;!J-029- .:.:.:.:.:.:.:.:.:,::~ .:: 1005 26 E-15 20041064STF03.0WC Dole 02/21/05 _ 11 OF 14 Storm Sewer and Street Construction Plans PlDehurat Drift '" Lf.....~ Drift 02005 Westwood Professional Sorvfcoa. Inc. 1055 1050 /~ /~ / / //1 //1 //"..../ 1 //// I // I /" 1 r- ~:: I 1 1 I 1 I I 1 1 I 1 1 1 I 1 1 1 1 I I 1 1 I 1 1 I I 1 1 I I 1 1 I 1 1 I I \ , I I FES_46~1 1 1 lRASHGUAR \' I 111.0 CY WI RIP ~ ' I I 5.5 CY GRANU , 1 I FlLTER '-____..J L_-...fIl.:rtR~ABRlG '\ (~. .;t :~ ~.<> 1045 ... to o :E Q. .. '" 8 M 1040 g '" " '" '" " ~ 1035 (l) .. ." i ... >- '" .. ~ ,., g y (l) .. :9 .. g ~ )! i:. 1030 1025 1020 I'"~ 60 7599_0rlvo Edon Prolrle, MN 55344 Phone: ts2-,n.oS1SO Fa: "2-"7-5122 I ,--..........--.....-.. ~JW~- CIuII PJl. -_..._~ I ==....... pro OlY <X>MHlS l....l 07106/05 fl[>ASflJ f'[ft Q1'Y COlAlDn'S CftN 01/06/01 RE'YI!lm PER REPUT (A.IIl.'MrW) Westwood Professional Services, Inc. ~, ~ ~ ..... ADL'ON CIlM ON ---.. ~....,..",.., Call 48 Hours before dlgglng: GOPHER STATE ONE CAlL Twin CIty Area 651-45+-0002 Mn. Tall Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' lRANSlTION FROM SURMOUNT A8LE CURB ~ DENOTES GUTlERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE ClASS 5 IN ROADWAY MIN. g" a.ASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM SlRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FlL TERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COlAPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN ST ABIUZED AND THEN SHALL BE RElIOVED. PER CITY DETAIL PLATE NO. 5302 ALL S1GNAGE TO BE INSTALLED BY CITY. 55.90 .. 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTIUTY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S 2005 STANDARD SPEClFlCATION AND DETAIL PLATES CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROflLES REFLECT THE SUMPED ELEVATIONS. 2 ---------- I ,) )( CBMH:..3+ ~ : . RE'!'l Q4!!.!4~: . . . . . . . . . . lE-:l028014i .......... .............. : w-i-isO: Ra.: . . :Cl.~.O.o;jj"':.:. . .:.136;"tS-~RCP:ii..:~:~:b:.3Jj:. . . .......-...................... . . 50' I 150' 100' . '" ... ~.:.:. :SrMt1,,;Q~':':': ':...:.:. :.:.:':': ':.:.:':.:.:':. , . RE -1018.80 ' . : . . :~om~~~~'O~'; ....:.., , , fEs..;.Ol : .. ...: . " ..... it'-IPI4,OO' , i5'-l5~ ~cp. ,: : .. : : : : : . . , , :cL.: 5.0 0.33% . :~:. .............i.:...........:.:.:.i.:................. ':i2:':'. . . . . . . : . . .0........... J::, .Q.... ..u... ..0::... . .n.. ,:..,::: . . . . . . . . . . . . . . . , , .' . ' , : : ~ 54 Preplred lor: Plowshares Development, LLC. 1851 Lake Drift W-. Salle 550 Pinehurst d E 15 20041064SW04.DWC Do.too 02/21/05 _ 12 OP 14 Storm Sewer and Street Construction Plans 02005 Westwood Professional SenIIces. Inc. '''i> ~ ,-, .-~~., ~ ..- -..- -- r-~--] // ._.',.Il :.:.:~::::..::::a: . ::::::8:::::::::~: 1070 ~::::~:2: ::g:::~i::::!!. .: ::~:~::: :~::: ~~:~:: ::i:: . . ; . : . ..-:-..~ :: ::: : : :'T~ . r: . . . . .:.:.:.:.:.:.:L.:.:.:m.il:SiA:..:31+01.:.L:. . . . . .....:.............:.:.:.j...................j.:................ ..... . ~~,. m :3ti?" I H ".i,;;m J ~Mi. ~~ij L,' i ................. .... .. .. . .... .... .. .. '. ... .. . .... .:. .. .. . ..PROPOseo.C/l... ..... ..:... ... .... . ....IE _W5t.~[1 :SEE .aaow ...: . .....m.m ......... T~[m~+~~ C. ...~ 8~~~{,- ...b.;-~~.~'... m m 1m...... .....\ VI. . 40 VC ...____~~~~~~~_~___:-.;,~:L__~_~L~ . . . . . ........................................................ . . . . . . . . . . . . . . . . . . . . . . . . . ; . : : . CONNT~ (~) : : . . : ; . . : .. .. .:: ~".: .:...;. .~NT (:~tTf,RY SEm: : : : . . . : : . .. :. .:. ..::::.;. :,::.': : ~XlNG(T'/P). ::: : . .,.::.:::.:.:.:.:.,.......n.......... . .....:.... .............'..................:.:.:.:.:..: :.:.:.i.....:.K:: :.:.;. ....:.: :.>.:< ....: ..:.:.: ..... ....... j :.:. .... .:.. -.......... ...:.........:.:::::::: ~:... ..:.. 'F....;.......::;:: .m'+mmrlr.~i;JI 1065 1060 .... '" U ::E: 0- ~ ~ M 1055 g (\I .... '" (\I .... ~ 1050 (J) .. " g 1045 . . . . . . . . . . . . ......................... . . . " ... g ~ y ~ ;! ... g ;;: 5 Y ;: 1040 1035 . . . . . . . : . . .. . . : : : , : . : : : : : : :!t : : : :: : : : j :: ::::::::~::: . 30 31 32 33 "'T I ....,. ...,. -..e ... p... _ ,...- ., _ _ .... ., ~JW"'=-- CIIdoI ~J1. Dolo 01/05/06 ~ No. 40853 - :~~:=~~~~~) Westwood Professional Services.lnc. 7599 Anogram OM Eden ....... MN 5S344 Phone: '52.0'''''50 '0:: 1S2-tJ7..sIU .~~ ....<<1 . .. ... ...:: :.:~o':... :..:::.: :.. '.: ~..~;. ':: :...: :.~~. ..:.::L:::::::. ............................:..... ::.:.....::~..:.:.:..::::...: ::.~:..:.....'""-.......::...:...::~..:::..::..:::~::~.~::'.::'..::..:::.!..:.'.::..::_:.::.:.:.:.:...:.:.:...:.::.:.:.:.:.: :0 ~ .~ ~.'" ..........................:.j.:...:.....:.:...:.C:.:.:.:.:.....l~...:...:.:.:.:.:.i.:.........:.:.:.:.j.:...............:.j.:. .:. . ;. . .j:~><; ..... ::::':j:'::::::'j::::::::::::::::'::::':::::~:,,;,,;,:::::::::::.::::::::::: .:..:.'::;(:::::::::::::::::::::::::: : ::/ :: : : : : : : : : : i : . . . . ............-........................ . . . . ...................... . . . .....................- . . . ....... ... .......... .. . . .............................................................- . . . . . - . . . . . . ....-. . .... ,- '" : : : ~.'~~h.....:j:.hh..L:uu.:h :h.'hhh..:h.:h ..h::'-.hh:h: ... .::::.::.:. ': U-- :~: t :1; . : : : ; ; : : . . ; : . . . . . . . . . . . . . . ....:.~..:.......:.:.:.:: 1.:.:.:............:......:....... .. .....:.;............:..::.....:..:.:..:.L:.. .... ..... .... ...... .. .".. .. ........ .......... .... ......................... ... ........ . . ........... . . .................:.:..............:.:~:.:........................ . .. .0::.... . ..c:;:.. .. . ...::::0:::...::' ::::.... .......... :::.::::!Ji::::.:.:':':::: ................... ::::::::~:........:..... .......... :::::"':lI :::::~::~: : . : : : . : :8: :"!.: .::: ~:g: :~: ... ...... .:.. ... 40 . ............ ........................... . . . ... . . ........... -,- . . ................................................................ . . . :::::::~: "::. ..:.::CL.: ::::!i::' :::.q..::: '.:::g: .... .... 42 ::g:. ... . 43 41 -- . . .AJUI[2N' _ CD( DIMnI aN .... DIIInfM "'AMa PI'epued for. Plowshares Development, LLC. 1851 tUe DrIft West.. SaIte 550 t"I..,,1.._~:MbmeIota 55317' Pinehurst rh.,.1.~, :MbmeIota Coli 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll !'ree 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. &: G. 'Mlli 10' TRANSITION FROt.t SURMOUNTABLE CURB ~ DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALl RCP SHALL BE a.ASS 5 IN ROADWAY MIN. 9" a.ASS 5 UNDER C &: G HOLES TO BE PRE-CUT IN ALl STORM STRUCl1JRES THAT HAVE DRAlNTILE INLElS. CURB INLET SEDIMENT FILTERS SHALL BE INSTAU.ED IMMEDIATELY AI'TER CURB IS COIoCPLETE. THEY SHALL BE MAINTAINED UNTIL lliE SITE HAS BEEN STABIUZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PlATE NO. 5302 ALL SlGNAGE TO BE INSTAU.ED BY CITY. 55.90 - 1055.90 ALL DISl1JRBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO ""NIMIZE EROSION ALl UTIUTY WORK SHALL BE IN ACCORDANCE Willi THE CITY'S 2005 STANDARD SPECIFICATION AND DETAIL PLATES CASTING NOTE: ALl CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 I'EET AND MANHOLE CASTINGS IN PAVED f,REAS SHALL BE SUMPED 0.05 I'EET. RIM ELEVATIONS ON PLAN PROFlLES REflECT THE SUMPED ELEVATIONS. ~, I o' I I 50' 100' . . ... ...... . . . . . . . . . . . .. ........ . . . ..... ................................................ . . . ..... ....... . ... ...... ......... . ............ .' ....... .. ................................... ... . . ............. ............. . . .. . . . . . ...................................................................... . . . .... ....... ........... . . ........................... . . I 150' E-15 200-41064STF05.DWG Dols 02/ZJ./OS _ 13 0. 14 Storm Sewer and Street Construction Plans Hemlock Lule .. J!dpwaod Coart J l J I I ~ , I / I 1'" 1/ I //1 I // I I / , // I / I // I // _L___ // , ----"""/"---- L_____________/~____ / / '0 2005 Westwood Professlenol ServIces, Ine. ------- ------ PROPOSED ROW UNE (TYP) A I,.. '\ 1\ I I I vlY RQADr, I I I \ 'r -V ,-' . J , I...... \ f I I l- I I I ,,/ I I l.. ;; Kl "- ~ ~ '" ~ ." 61 c ~ M X C\J C\J ,- l:> Z W ,- 0- W ,- l:> :> '" ,- '" W '" '" a '" ,- M .., I- U W --, a '" 0- '" Z <t -' ,- (} I'" Westwood Professional Services, Inc. 7599 AAagr"" DriwI Eden _ M'l55344 Phone: 82-117.5"0 ..x:: ez-lJ7.SU2 " . I I I I I I I , I " 't, I , , , , , (fJ1''-' --1\ .1'''' I , I , I I I , I I , I , I I , I I I , J I I I , I I " I I I , , I I -~ -~ - - - - - - - -I-L.!.. , I I I --",--------------' I I , I I , I I +. --1 ~~5:jl.:~:.( ~~:~:,:~{< !,~;,~~j;?;~:;:~.:;{;:~ti~:>~n~lDlkt204: +;:::,;i",:'bH4' - ~'-J I I I J I , ...J I I ~'..-> n ~U> NO. ..-> .~ t" I I I I I SEE: GRADING PlAN FOR TREES TO BE SAVED AND GRADING ------- PROPOSED 8' BIT TRAlL (TYP) <~:~:::';;~;:.;~::<,;~.:;~,\~;::;'.d)n:in:~rH EXISTING C&G (TYP) ---------~ >'cP - ---, ~'0' 1 ot" :I:- t\" L EXISTING PROPERTY UNE (TYP) ------ ------- KEEP BACK OF CURB DEPRESSED FOR 10' PAST 1HE: EXISTING DRIVEWAY CONNECTION AND TRANSITION TO FUll BACK IN 10' EXISTING BIT TRAIL (TYP) REMOVE: 271'''' EXISTING CURB I AND GUTlER I ------ ---I ,----- I I I I I I I I j I I I I \ \ \ ----I \ I \ \ I \ \ \ \ I \ I \ 1 --- ---- ---- ----- A " I r- "\ ~... 'tl' ,'C EXISTING aJRB &: GUTlER EXISTING BIT EDGE ~VARIES (14.17' AT FULL lANE WlDTH)=b I ~ 80' VARIES (12' AT FULL LANE WIDTH) BITUMiNOUS TRAIL 2 O~ SLOPE -1 2.0'"- SLOPE ~ . ~)..O?t. ~",'1-\~\}~ ~'.' MATCH EXISTING PAVOAENT : .......;--.~ '. ..... :.'" -.", :- .; : .-". :. ". '. ...... ....:..... .' 1-1/2" - MnDOT 2350 LVWE:35D3OB WEAR COURSE: MnDOT SPEC. 2357 BIl\JMINOUS TACK COAT 3-1/2" - MnDOT 2350 LVNW35030B BASE: COURSE: 6" - CLASS 5 AGGREGATE BASE. 100% CRUSHED STONE COMPACTED SUBGRADE RIGHT TURN LANE STREET SECTION ,....,....,.........-........ 1Iy----.., ~JW"'=---- Cbdo~PJl. 0.0. 05/1$/05 ~ No. 40853 - ~~/f16 RE'teSEI) PER Q1Y <XMlENTS (.UI) .,.~ -'\, , , ..... ~ ,,- ,- \_~ / '\ \, , Coli 48 Hours before dIggIng: GOPHER STATE ONE CALl. Twin CIty ArfJ<J 651-45+-0002 Mn. To/I Free 1-800-252-1166 GENERAL NOTES ALl DISlURBE:O AREAS SHALl BE SE:E:OEDjlAULCHED Vt1TH MNOOT 50B MIX All STRIPING/S1GNAGE TO BE COMPLE:T1E:O BY COUNTY ~~ O' I 20' I 60' - -\. I 40' (-15 20041064SlF01.DWG Dote 02/21/05 Sbool: 14 OF 14 Pinehurst -. . C2N CIodd CIDoI 0... CIN .... tbwID ...,.... Prepued for. Plowshares Development, LtC. 1851 Lllb DrIft Weot, SaIte S50 rh.ft~. ~ 55317 Right Turn Lane Improvement Plan l"'h...h~ Ml:nDeIota