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2013-05-28_PWETC_AgendaPacket
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2013-05-28_PWETC_AgendaPacket
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5/23/2013 4:28:20 PM
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5/23/2013 4:20:28 PM
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Commission/Committee
Commission/Authority Name
Public Works Commission
Commission/Committee - Document Type
Agenda/Packet
Commission/Committee - Meeting Date
5/28/2013
Commission/Committee - Meeting Type
Regular
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PLACE OF EXISTING IM-9160 <br />254%<-5,x! 387 N22J,' -. ceFN �L¢ <br />- 32251 4230 a2aes szzw . Ta <br />092 f -szzx 92 .0 X922.0 ¢I z9 wP00ii2'ww <br />x 9 0.0 924 5 I<< <br />CRMH1 182 T -15 ' RCP <br />Tce2z.e 923.5 <br />Im-9146 REMOVE <br />ti <br />_ m r y EXISTING STORM <br />r b ro Pn O T m(� x919D STRUCTURE& <br />r 0 10 - PIPE <br />z 919.0 H`Qo iu bw o+ v v p m m 00 Lot 4 <br />l 0 ' +C'p v c3'¢J," m m is o L 16.359 sf <br />Lot 3 <br />16,491 sf v / <br />/ y 2 <br />GN x 91&. <br />X9180 <br />&' CURB CUFF M1.7 <br />PRETREATMENT BMP: T° <br />i� 4R" DIAMETER x 3'DEEP I iSv 9 t) O <br />CONCRETE CYLINDER GR 29.2 m 0 T GL <br />WITH OPEN BOTTOM �� j p40 a �- eeA% <br />FILLED WITH RIP -RAP O -I r ml i 2 I m r y G) z 9i .0 <br />CONCRETE T T r O Tn i pp. 7 r 0 j r\ r m Lot S <br />FLUME) x917.0 mm OWW1 /� I NW VAAWI 13.02 Of <br />Lot 2 o o w W m g\ v etas m On 'v o of <br />-- 12,074 s1 <br />�._ 48' DIA TOP NVI / 7 <br />913.0 3.0 i \ i1 <br />(9 9.1 X91 .0 <br />FILL 3TRUCNRE <br />VATH CL3RIRRPP 33 DEEP I Big. 19A G9 919.4 B <br />917E0 II <br />OR OJ m GIL r 920 C!{STING: R-4342 920 (If <br />-_ Lot1 L7� rm 6.09N n �y <>. w� �L7 1 NO TC -9130 Ed C6L:I- <br />BLD: 2.5r I , r <br />14,415 §t i9 N T O N N Ip Loi 915.02 y en DIAL 27" . <br />OPEN BOTTOM x 915.0 4,9525 sae <br />0 `; O m m 1 O w W N rn IN -�_ <br />Is W W (9 .4 P W O �I LOWESTALLOWABLE n 1 LOWESTgLLOWgRLE 30.0 - OPENING -916.5 <br />OPENING -915.5 SB <br />j 2L0 91B 50 NEE <br />Iniltmtion Basin i = v - Infiltration Basing o ss 910 ��� _ ` 910 <br />5.0 oui 913.0 u$] EX._GOLF- <br />OURN -913.0 HWL -814A 1d" RCP @ <br />C84 HWL -914.0 0.90% U M N <br />TC -9130 - - -31 <br />twofl Inv -9100 CBS O O O <br />O, $� 4AMe 9 TG9130 1]55 m m <br />112 _ _ _ Rronarm)0SNN lLC_4.WSsf 9130 (91 .6� -91191, s aFRroanrr_oorsa NruE _ I9 <br />9142 OURPF913.0 PE(3.09050 'sry5 5 OUM1EC8130 (300D St) OutlOt B -\ 9ni s�i¢05 > > > <br />2fi'42 'HOPE HAL914AI.,,5vI6 OUtIOtA d HIM- 9132 m1 /2 OPEN Z Z Z <br />- � f 915. X EO - EXISTING STORM 9W ` - - - - 900 <br />kls� 917tH ] /Tall Gu r I$L' (1 PIPE <br />TO RE 0 +50 'Q+00 <br />ni5s EOF.914.0 R _ .11428 ?a 9Ia aN�aa� Tai bZ �� ss <br />REMOVE S REPLACE <br />e PAVEMENT 915.37 <br />,e 11378 914,13 SB 915,40 i LIE <br />�aI - Bi691 <br />b> - 9,< , <br />91426 51446 EXSTMH - -e>L¢ O6 <br />11151 .91171 nee TC9145„ w ,sW 91 <br />h'(OIQA '91596 - In <br />930 <br />r -- <br />r T <br />T <br />1 930 <br />CBMH1 <br />920 _ _CB 4 920 <br />CASTING: R43421 <br />F CASTING: R -4342 <br />CBMH1 <br />i TC -922.8 <br />I TC -913.0 <br />CASTING: R4342 <br />BLD 83' <br />EX C6MH BLD: 2.5' <br />TC -919.5 <br />DIA: 48" <br />Finished I Trade <br />TC -916 tE DIA:27" <br />BLD 310' <br />- -- <br />DIA: 48" <br />1 <br />920 - <br />-- - - -I <br />- -- <br />- - - - -1 -- <br />- - - <br />-- ---- <br />i - - - <br />- -- 920 <br />EX S14I5 <br />910 - 910 <br />TI }14.5 <br />26.0 LF -12 "RCP <br />- - - - <br />- _. -. -- -- - - - - <br />- -I - - -- - - - - - - <br />-1 - - - <br />- - - - <br />_ - - -- <br />� CLV @0.90% <br />-- u? p <br />180.7.0 LF- 15"CL{V <br />RCP @ 0.78 <br />910', - -- - -rn - <br />-- - -- -� <br />323.3 LF - 15" CL V <br />- -- -MCP <br />910 <br />T <br />@1.551 <br />900 = - - -I 900 <br />z <br />_ <br />o +oo o +so <br />-I <br />z <br />7T7i- <br />I I <br />! <br />I <br />IXIST ING URLITIES GRUSIN ARE SHORAN IN ANAPPROMM O-E WAY ONLY. THECONTRACTOR SHALL <br />NORTH <br />DETERMINE THE EXACT LCCAPON OF ANYANDALL EXISTING UBLNIES BEFORE COMMENCING <br />�' <br />FORANYANDALLOAMAGES ARISING OIROF HIS <br />AND ALLDAMA <br />WORK HE AGREES RESPONSIBLE DAMAGES <br />- - <br />- L <br />- <br />L <br />-900 <br />ACTLY LBENLLND PRESERVE NYANO ALL UTUITIES <br />FAILURE TO EXACTLY LOCATEANDPRE <br />.9005 +50 5 +U0 q +50 <br />4 +00 3 +$0 3+ 00 <br />2 +50 2 +00 <br />1 +50 <br />1+00 <br />0 +50 <br />0 +00 39 15 <br />D 15 39 e6 <br />ALL CONTRACTORS MUST CONTACT GOPHER STATE ONE BEFORE CANSTRUBON BEGINS <br />SCALE IN FEET <br />MN TOLL E (600252 -11E8 <br />TWIN CRIES (6 (651) A5fL9U1 <br />DESIGNER <br />NO <br />BY <br />HALE <br />REVISIONS <br />USE INCLUDING COPYING OISTRIBUBON, AND/OR CONVEYANCE OF <br />)HEREBY CERNFYl1WTTHIS PLAIN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT) <br />sLgL <br />CRY PROJECT NO. <br />FINAL STORM SEWER PLAN <br />FILE NO. <br />- <br />fln5[NIU_Flxu Pw.S <br />01 <br />02 <br />03 <br />W <br />NRH <br />NRH <br />NRH <br />NRH <br />ROLM 13 <br />00.11 -13 <br />011] -13 <br />00.2113 <br />REVISIONS PER WATERSHED COMMENTS <br />ADD UNDERPINNING DUETOONSffESOILS <br />REVISEDRAINIILEINVERTSPERWAIER SHED <br />PER CITY COMMENTS <br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBRE WHOUT <br />SAIHRE- BERGOUIST, Me's EXPRESS RRBTEN AUBIORVATION. USE se-Hei <br />SAIDAUTHORI] ATIONCONSNIDIESANILLEGRIMATEUSEANDSHALL THEREBY <br />MDEMNIFYSATHR6BERGOUIST , INC .OFAURESPONSBIUTY. <br />SpTIREAERGOUI6T, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE <br />IAWSOF THE STATEOFMINNESOTA <br />-L -.,, // <br />""( S /✓,� <br />5¢MS <br />W <br /><'0 <br />9 SATHRE- BERGQUIST, INC. <br />JOSEPHINE HEIGHTS <br />493f301] <br />DRARMBY <br />ROSEVILLE, <br />RSM <br />CHECKED BY <br />... <br />s <br />150 SOUTH BROADWAY WAY2ATA MM 50919524]660m <br />( 1 <br />RSM <br />0 <br />NRH <br />°C -2313 <br />PER CRY BTORMWATERCOMMENTS <br />- <br />- - _ <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSBES RESULTING <br />FROM ILLEGBMATT USE. <br />+FR6 <br />E <br />P9H� <br />MINNESOTA <br />LANDMARK 6 OF ROSEVILLE, <br />LLC. <br />I <br />7 <br />Bases Moi PE_ <br />/ <br />0E -18-13 <br />
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