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Home My WebLink About5.D.1. Approval pf Plans for Pheasant Run Storm Sewer, Project No. 2006-7-Res. No. 6456 S. 0./. CITY OF SHAKOPEE Memorandum TO: Mayor & City Council CONSENT Mark McNeill, City Administrator FROM: Jeff Weyandt, Assistant City Engineer SUBJECT: Consider Approving Plans and Ordering Advertisement for Bids for the Pheasant Run Storm Sewer Improvements, Project No. 2006-7 DATE: July 18, 2006 INTRODUCTION: Attached is Resolution No. 6456, which approves the plans and specifications and authorizes staff to advertise for bids for the Pheasant Run Storm Sewer Improvements, Project No. 2006-7. BACKGROUND: WSB & Associates, Inc. has completed plans for the Pheasant Run Storm Sewer Improvements. Staff is recommending that City Council approve the plans and authorize advertisement for bids, with the intent to have the bids be considered at the August 22, 2006 Council meeting for the work to be done this fall. This project is necessary to increase the outlet capacity of the Pheasant Run storm sewer system. Staff had an informational meeting with the affected residents to inform them of the proposed improvements. The bid opening is scheduled for Friday, August 18, 2006. As a result staff will have a memo on the table for Council to consider at the August 22, 2006 Council meeting. This project is included in the City's 2006 CIP and will be funded from the Storm Sewer Utility Fund. ALTERNATIVES: 1. Adopt Resolution No. 6456, A Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for the Pheasant Run Storm Sewer Improvements, Project No. 2006-7. 2. Deny Resolution No. 6456. 3. Table for additional information. RECOMMENDATION: Staff recommends Alternative No.1, to approve plans and specifications in order to proceed with this project, as outlined in this memo. ACTION REQUESTED: Offer Resolution No. 6456, A Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for the Pheasant Run Storm Sewer Improvements, Project No. 2006-7, and move its adoption. Jeff Weyandt Assistant City Engineer JWlpmp ENGRl2006PROJECTIPHEASANTRUNIWORDIMEM6456 RESOLUTION NO. 6456 A Resolution Approving Plans And Specifications And Ordering Advertisement For Bids For The Pheasant Run Storm Sewer Improvements Project No. 2006-7 WHEREAS, Bruce Loney, Public Works Director has prepared plans and specifications for improvements for the Pheasant Run Storm Sewer hnprovements, by storm sewer construction and any appurtenant work, and has presented such plans and specifications to the Council for approval. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. Such plans and specifications, a copy of which is on.file and of record in the Office of the City Engineer, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin an advertisement for bids upon the making of such improvement under such approved plans and specifications. The Advertisement for Bids shall be published as required by law. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of ,2006. Mayor ofthe City of Shakopee ATTEST: City Clerk ENGRf2006PROlECIIPHBASANTRUNiWORDIRES6456 1 ~O, 1 . GOVERNING SPECIFICATIONS " THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION PLAN SYMBOLS .STANDARD SPECIFICATIONS FOR CONSTRUCTION." AND PROJECT SPECIFICATIONS STATE LINE ----- CITY OF SHAKOPEE ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL COM FORM TO THE MN MUTCD COUNlY LINE ---- INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, TOWNSHIP OR RANGE LINE -- DATED JANUARY, 2001. ALL TRAFFIC CONTROL DEVICES SHALL HAVE SECTION LINE --- RETROREFLECTIVE SHEETING. QUARTER LINE --- SIXTEENTH LINE ---- RIGHT-OF-WAY LINE --- SLOPE EASEMENT ----..?L- PRESENT RIGHT-OF-WAY ----- INDEX CONTROL OF ACCES LINE -0- PROPERlY LINES (EXCEPT LAND LINES) CONSTRUCTION PLAN FOR PHEASANT RUN STORM SEWER IMPROVEMENTS VACATED PLATTED PROPERlY ------ SHEET NO. DESCRIPTION CORPORATE OR CllY LIMITS \lllll. \lllll. \>. TRUNK HIGHWAY CENTER LINE ~ PHEASANT RUN TITLE SHEET RETAINING WALL LOCATED ON 1 --;-v-v-v RAILROAD RAILROAD RIGHT-OF-WAY ---- \u;!w 1> I~ I 2 GENERAL LAYOUT RIVER OR CREEK - NAhAE----;"" yl~R ~-=U~~~ \ ~. REMOVALS DRY RUN - 3 DRAINAGE DITCH SI2E - ::r:. fQ- DRAIN TILE -->---------- -~ DR,F~ t 4 STORM SEWER CULVERT ------- --- '--'-'-'-.....-- 5 EROSION CONTROL DROP INLET 0=====' ~r--L- GUARD RAIL BARBED WIRE FENCE -x-x- ~ ~ WOVEN WIRE FENCE ....:!JL.x-.J!L.x_ ~ ,..,-m;[ :,,-\..INE~ S'J' CHAIN LINK FENCE ....fb.x~x- RAILROAD SNOW FENCE - - 7-* ~~. STONE WALL OR FENCE ~~ I ~~ ~ II '" 0 ~ C-V--CHA~~~EUX ')...~ HEDGE = RAILROAD CROSSING SIGN '" I ~ ~~ ~ ~r- - ~ RAILROAD CROSSING BELL ~ ELECTRIC WARNING SIGN I'J CROSSING GATE - MEANDER CORNER . r::: === ==:rr iIIID [ill SPRINGS ffi.- -0 J ;:;'ilill!l!!lII'Eiiii mill Z L ~w~ MARSH ....* THIS PLAN CONTAINS 5 SHEETS TIMBER } ~ ::'TO< J,- ~ 0ml""1 m iilm~!/!! 1m U ffi ~[I A VE :'i I~ A VE D~ !ij -;( ~ 1~ ORCHARD S> BRUSH J E 1 HAVEl E mmu; i \\mlllli~~! ~::: is ~Ir ~~~~'l ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED NURSERY WITH IN THE CONSTRUCTION OF THIS PROJECT. CATCH BASIN . Cll ",,,",,{ I ,'''"I,e'l < 'I j 1J 1/1 H AYE E 4 '" FIRE HYDRANT ~ CATTLE GUARD - f-~+- _ "~ '11 BAULT V I 0 0 ... 4150 Olson Memorial Highway 1:( 'p ~~:rl~E~,$ I ~;u Suite 300 OVERPASS (HIGHWAY OVER) WSB Minneapolis, MN 55422 UNDERPASS (HIGHWAY UNDER) ~ ffiIJ C F"R[NCIHI I1RII>lOEl 8i~~'\ n:: ulllli I ) VE ~ 763-5414800 BRIDGE f,;( L " fa JT"" II ". p;:, I~UfL w ~ & Associates, Inc. FAX 783-541-1700 BUILDING (ONE STORY FRAME) 'I-- ~ '\ -:-r---r--- '--./ 'j f- W f--- .1~I:I:I.'JaI:UIII..J:4=-- -::I~(etll1!III::a:,.."'-'-:l..l!~I~:I:'~ F - FRAME C - CONCRETE 11-S-FI~ ra c:!? ~'UII flWI^ "v'~~:= \~ U \)<?-, S - STONE T - TILE 75 p;1 !i~A~Jat0 ~v ~ B - BRICK ST - STUCCO IRON ROD OR PIPE . If-=I[:B~A\ V0~ i'>- ~ ~ MONUMENT (STONE. CONCRETE. OR METAL) o MDNU. WOODEN HUB . GRAVEL PIT @ Lr III II 'k. EBb ~ 0 ~ SAND PIT @ BORROW PIT @ I ,- /' 'h'~h!f~ ~ ~ i" - ~~ APPROVED 20_ ROCK QUARRY @ CI1Y OF SHAKOPEE ENGINEER UTILITY SYMBOLS ~ Mlcfd~Rk7 ::.- ~ ! 1 --H t= ~ ~ ~~ ~ ~+-n n:: /;ff;/ ~1B'tl: 1 111/ POWER POLE LINE +------+ TELEPHONE OR TELEGRAPH POLE LINE . . --' -< ,- ~'" ,,, , .\A III ~';j ,,:t 1 ~~ ~ ~ ,--,Jt11 JOINT TELEPHONE AND POWER ~ ~ E ~~ == f@J TIll/- j'~;:; ~)"~ c::~UA~~ ON POWER POLE ~ ON TELEPHONE POLES @ @ ANCHOR f-- ~'l ~ 0Ll ~ 'I ~ -!Iii ,> -f::-~ C:=I iii - di t= ~ STREET LIGHT Q PEDESTAL (TELEPHONE CABLE TERMINAL) IliIPED. I ~ I r~ V\'-P~N 111/1 '[ II I t c- t== L f- - APPROVED FOR ONE YEAR FROM THIS DATE GAS MAIN -G- 211 ~\~'lHELMFL--1ir=:=~\i;: ~~ t:= p ~ m~~ r- WATER MAIN -1-1- CONDUIT I I I I r--,. ,) ~ 'A f-L- 1::"1II _ 1--, nT<fif'-r-... f.., .p 1ELEPHDNE CABLE IN CONDUIT =#=T= .. _ PROJECT LOCATION ELECTRIC CABLE IN CONDUIT =#=P= SHAKOPEE PUBLIC DATE TELEPHONE MANHOLE rn PHEASANT RUN UTILITIES COMMISSION ELECTRIC MANHOLE IT! POND IMPROVEMENTS S~~k~~::"~~~li~n~t[l~re~tr~e~tl~t~~t~~~~y s~~~~r7i~. ~~~C:h 07, 2005. BURIED TELEPHONE CABLE -T-llUR- BURIED ELECTRIC CABLE -P-llUR-;- AERIAL TELEPHONE CABLE --T-AE --+- SEWER (SANITARY OR STORM) ->-> SEWER MANHOLE ->--> SCALES INDEX MAP rI. ~. ~ , I HEREBY CERTIFY THAT THIS PLAN Wt-S PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE 0 SOD 1000 LAWS OF THE STATE OF MINNESOTA. PLAN F.."'. .. , 0 3D 60 ENGR. PROFILE HORIZ. P'\.~..~ , TODD E HUBMER, P.E. 0 so 100 07/12/2006 DATE L1C. NO. 24043 VERT. r..~,,~ 0 10 20 CITY PROJECT NO. XXXXXX WSB PROJECT NO. 1281-97 TITLE SHEET SHEET NO. 1 OF 5 SHEETS K:\01281-97\Cad\Working\ 1281_97- TS.dwg 1 , - \ 0,",1.0"" - . ...............:..- --- --- --- --- \ --- \ --- \ \ \ - -- (" \ -- ~ / ! \ \ ./ ./ ~ \ \ ./ ./ r- ./ ./ \ J \ ./ ./ 61 w-O ELEV ./ ./ ~ 834.61 ./ ./ \ -- \ ~g \ __----X \ ~ --- \...- --- -- -- \ \ 61W-O ELEV -- --- \ 836.86 ~ \ g~ ! ~ \ \ " . '" 6 M N \ \ % 0 ~ ~ \ \ ;r --- Lo. ~ ~ ~ .J \----- .. lii W fa ~ 3 ~ ~ ~ ~~~ \ 15~~ ,., FES ~ :z~1ol ~ \ RIM 824.18 ~~~~ \ ~~~I 13Cl::1II 61 W-Q ELEV ....sJZ \ 835.08 ~?i~~ g \ ~~~~ 3 \ !@:;)~liI r-G:::::low '" ~~~F " \ " POND 1 ::ii5~ S \ ffi~;~ ~ (..)~-.., " ~i~~ ~ ~~~~ w ;5 I- Z 0 W ~ :iE U) W W x_ ~- z> Z - ::;)0 --.... Z 0::0:: 1-0.. - / -- z:iE :E I <C- ---. \------ 1 -- wO:: W --- ----- \ \ \ <cW w w3: \ \ \ :l:W c.. \ \ \ ~-" o..w 0 -835_ J :iE ~ \ \ \ ~;5W5f ELEV \ 0:: <( \ \ 61 w-O ELEV \ 0 835.11 ..J l- X \ \ 1930 PHESANT RUN st (I) U) WIN. SILL \ \ SHAKOPEE. MN 55379\ 835.15 J \ \ \ \ \ \ \ \ \ \ \ \ J \ -1 L ~~fi: L I I I I I I --I '" ~ I "'8 8z'" C'l~! , ~~% . (/):a ~ . -t OFT J: IYSB PROJECT NO.1281-97 CllY PROJECT NO. XXX GENERAL LAYOUT SHEET 2 OF 5 SHEETS K:I01281-97\CadIWorkingl 1281_97 -GL-.dwg - ~ .~ \ DI W-U c.1.C.V_";"'- - ---- ---- - \ \ 833.94 __ -- \ \ -- - -- --- --- \ - - \ - - --- ~ \ -- - -- - \ i \--- -- \ -- - \ ~ \" - \ \ \ \ \ ~ \ \ 1 1/2" 2350 TYPE LV 3 WEARING COURSE (LVWE35030C) ~~ \ \ ~ \ WlN.SILL 61 W-Q ELEV \ 2357 BITUMINOUS TACK COAT \ 835.82 -834.61 -' 21/2" 2350 TYPE LV 3 NONWEARING COURSE, (LVNW35030C) \ \ ---- _-""1 6" AGGREGATE BASE, CLASS 5 100% CRUSHED " \ 1...----- \ ~~ ~! & --- \ ~! ~ ~ ---- \ BITUMINOUS STREET REPLACEMENT \ ~ . \ !2 ~ ;r \ t&- ~ ~ ti \ .. ~ I.IJ 8 I \ ~ ~ ~ \ \ NOTE: ~ J ~i!ffi CONTRACTOR SHALL SPAY AND REPLACE TREES ;~~ '" ALONG PIPE ALIGNMENT. .~~ ... ~~~< ~ ~t;Q!i ~~~~ ~~ ~ ~ ~~~!; \ / ~~!:i 3 \ / \ 61 W-O ELEV / ~~g= 835.08 / ~~~F "' / 0 0 / ::li5~ N / ~~;~ ? / ~ / ~~:~ / POND 1 / ....g:~o:: / ~~i~ g / / (/) ;5 I- Z 0 W / :::E tIJ EX,FES INV:.824.20 W W Z> Z :;)0 -- 0::0::: Z 1-0. - z:::E :aE / ct- ~ ~ (/)0::: W / r ctW W REMO rMlNOUS--- · - ...-'" - w3: C. ---SORF~ ~ AND CONCRETE , :cw 0 o.(/) 0 CURB A D GUTTER \ e; :::E ~ I 0::: <C SAW C 1j BITUMINOUS \ '" J -- I ----" 0 \ \ I WINDOW SILL,' - -835_ _ \ I- J: I (/) tIJ \ \ I 835.33 \ 61 W-O ELEV \ J \ 835.11 \ J I 1930 PHESANT RUN st I 1870 PHESANT RUN ST I \ I SHAKOPEE, MN 55379/ \ SHAKOPEE. MN 55379\ I I \ \ \ I J \ \ \ / \ \ \ I I J \ \ \ \ \ \ "~f \ \ \ I \ __---J --- __J L_------ ~ ~. - I .. \ I I I I I " => '" " ~ ~~ I i.!, Q)(")~- ~~~~ . g to:E ~ . ~- I OFT 30 60 WSB PROJECT NO.1281-97 CIlY PROJECT NO. XXX REMOVAL PLAN SHEET 3 OF 5 SHEETS K:\01281-97\Cad\ Working\ 128197 -removal.dwg t . ~ ' '~~~'~ c-' r-' . \" ~~" ,. .. \ 1IUlSl.l. __...J""... 11l111H)DEv j \ . \\_-~\\_........\?\ \ """ _- -""\ "- \ ~" _ I to ~ \ .- SEWER \_---::;::--=----\- I~ I~~' ,\~I _--:::::-"\ \ \'\~\ \.-/;/ _- / \ I~\ II ~\\ \.-,..- __- I I :J::;O&Lv.\ i'~~ (.- \ ~ TCH srf\\_~~ r-\- \ \ __ 11;; \ aM.W" \""- I ~-826 ~ \ \ -,....-- \ SlEEVE I - II " .."'" I \ --- -'\ \ NOTES: ~ \ ".-" ~, .-'- ';\ \; ~ \/ - \ \ ~ _ -::JL"7I/1----.-~. '."l'N ft t5ciOO' ~' I ':":'" /~:.~ I ~~' -~=.- ~ --- ---d; /-/ \\ ~ <D USETRACKHOEONRESIDENTIALPROPERlYTO ~ ~ _ _-----, ~ '"V~''''' \ -.. .,.__- 1 j2 ....-; \.' _\ rr --/~ -III/.......JIl .T "u-...., 6.3 CY CL III \\~I" ~/ - ....\ ~ ~I ~""" ~- \ """ \ , "> REDUCE THE IMPACT TO THEIR PROPERlY. g J ~ RIP RAP W/12. 1 \ I \ '\ ~ Pc I ~t-~j \~<~,\\ I \ ".", / /, (2) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) ~~ 11-'/4'BEND WATE..,AIN) EOLl:.ktI tABRIC~ ~I~ I \ \~I ~ 1 ~ \1 \\'~~, \ \ 1l.",;;"&Lv ////', ~ Q) SALVAGE AND REINSTALL CHAIN LIKE FENCE ~ V MECHAN'CAL JOINT FITTINGS \ \ ~ I \1 \ \ \ "'~:'~1H~~~~, \ \\~\m,^,_\ ~ i ~~'s":offi~ I \\ I \,\~ OND 2 \ / /' @ SALVAGE AND REINSTALL RETAINING WALL WITH RET~NER GLAND/MEGA-LUG POND 1 hH \, \ \ \ \ .~__ I 2t ,\ "-!''' II I~ \ \;~r : \~\i:~), \~ // / " @ SALVAGE AND REINSTALL MISC. LANDSCAPING ... .:;; ----8 P'( \ c.;.:i: '\-...>< -;l.... - - '-~'<J! \ Y - - _____i--i --::l~g",~ ~ ~3 / :a. III ',,@CONSTRUCTIONTOBECOMPLETEDIN21DAYSIii w ~,!. .~ W A TERM AI N LOWERI N G DET AI L \=Prrn-'\'r-\~ \\n,\ \ 'I ~F:_:::~::~ ""l- r ?\~O~~'\~\\ \ RIP ~~ILf~i~RI~ ;> (f) MATHIAS ROAD TO BE OPEN ATTHE ENDOF EACH DAY. ~ ~ I~ lEI 'VI ~ / I'--...J \.... ;~_ -' _ \ i -~~~ 11 I \1 II \ ~ ~ ~\ \ / ~ F'-~ ~ NO SCALE ~ ~ ~I (,.), II I \ ~\ r h'\ \$111 \ ~-\'~\~~~ ....~'...., ",",,&Lv / i5 t I Ql.j \ 118 lAATHlSROAO \ u\ \. J 11'\U1~ / l- 'b//-~~II fl,rDn \ I I .~'k"'5S>" II' ~ \ I, I\~W"^~"~ / \~ ~\ \\ '/'~";;.',';." ,.. ~~\I') I I', / / // / * A CALL TO GOPHER STATE ONE (800-252-1166) IS .' ~ b ~ . 11 0; ; ~ I . -f li I "'-:r" 1 ~'( \ '" / / / / REO ~ . g _ -~ ~~'V-/ L~ "" ~~v-y.:1!>ll; I" ~ ",''' I ~"" _-_ - .- J>") \ ...."....,,, --'0,.- /1 / , UIRED A MINIMUM OF 48 HOURS PRIOR TO iil ~ ~ - ~ _ lr' \ L~ '-""=- /,)JVl ~....>.... ~:...=-~ ." / '- ~ / (/; PERFO M -C- __ /-.~~ / _'"-1-____ ',,,,,{ <~ "'-~ _\~__~---:'->l _/ _.- ~ '.....""::-e&,,;... R ING ANY CONSTRUCTION. " / 1/- / 'I' I~ ~.."'-..L "'- ~"- --- 0 -~~ Ii: .-----""1 r-------~I' ~~~1 \/ / 1;;/\11'\ \ il3: -t $ :~ y--:::-J~~~ =~-:_/ II ~;''i:W . ** THE LOCATIONS OF EXISTING UNDERGROUND ~U ~ \ \ I nr~r- I V;~ --I r~ 1 1-,(",.. GRADE l--eRJAIt~~'1\ -I--------L 1~~---7(--7 1~1}.~ UTILITIES ARE APPROXIMATE AND ONLY SHOWN BY ~~~~ ~ I II -::'+-1/- - -I::::! fl ~ '<<", Htl lEER l 4""--_-_-- / I "~:_---.... ',,* /1 DESIGN REOUESTONTHIS PLAN. THE ~~~~ "' I \ 1l.';t&Lv \ :21~@ : \ :!: / 1:1 1,-"," -r !L: ="'-, / '::.~&Lv : X! /' CONTRACTOR SHALL DETERMINE THE EXACT ~~~~ ~ ~ I \ 19JO'HESANTROOst "'",SANTR"" 1'1":::: ""PHES,,",RU J 1\_ \ 1 )> I '1f';'~~W':.'.RlliN I I'~~PHES,,",RU'S'I I "'0 'HE"""''''' I 11l58PHESAH'RUllST III '.1....1, LOCATION OF ALL EXISTING UTILITIES BEFORE ~~8w ": g 11. \ \ SHAKOPEE. I.lN ~ WN 5537 I SHAKOP 79 'I V ~ W J ~~...... Ii'S l.lN 55379 I I SHAKOPEE, l,l'" 55379} J SHAKOPEE. l.IN 5SiS79 / /I '" ~I! ~ 5 ~ E; w \ 1 I 1\ IIJI .-" I I I, I I I 1/ / ~~ "':"~H/~ COMMENCING WORK. i!'i!i~::: 8 <0 \ \ \ \ I I I JI ::!II I) I I I I I I / d / / ~!t~~ ~ ~ I II I I _...1 L___. ___...1 ~ t- 0 j.,r:___-.~-_J L__-.__J L_ - 'I I I A ..II!. -1::./ ~li~~ ~ I _J L--"1f- , )> II 1,--1 L / ~.li - '-<- "8B '- .,. _...J l.-"" ~ < ~ If I -----0;-_ J - _.i:'-... .... l:j~-w " , . II :I ~~ . /I -- .... I...., !il<i~i!' _:\ _I ".....HOLE I ~ r 'I J / eiQ.l-e5 ~ If i-'+-I-\-~I-I-----'- ~"I ru''-P;;-a~~''I'!"IIL ~I I~:r '. ~ '-- :~~~ ~ I~ T I . I 1 - .. '..J .~-.. >Or I -~" / "' -=-J iT fi T '-~li ('1. ~~ l...~ 1.- I - ..~ \ \ I ~4 ~. ~ ........~.... 0 FT 50 100 en <( ::: .... .... .... .... .... .... .... .... .... .... .... .... ~ · . . ^"^.; '.l~ .... .... ..~. .~.. ~. . . ., ......... .... .... .... .... 845 ! I i . ... ........... .. .... .. ..... . . ....... ~~2~' liNG mur l.-t. <{~ ... I" Cl::' .. ... 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"" .._. ._.. .... .... :::: :::: :::. ..~..,. .::: :.:: :::: :::: :::>.... . .::: :... .... .... ...... .. .... .... c:: . . .. .... .... .. . .. .. ~ v r:~~<.. .. .... .... .... .... .. . 0 <( 830 .... ... ...........:.... :::: :::: :::: . : :@::.:::: : ~O~gR ""'''T'''''; :.;" ;~t~r~N'G ".,."0 '''' : : : . f\' : :. :::: :... .... ... . .. .... ..:. :::: ::.. t;:I: ,...... ......... ... ...../ I ............... '\ ,~".. \. ~;;-:,.., . .. .... .... .... .... .... .... .... 830 UJ ...... .... .... .,.. .... ...... .... ....... ... .SEIOPfTAIL.. .. ....... , ::::Y ..... ....... w,.. ..... ... ............ , :::: :::: :::: :::: :::: ..:' ::.. :::. :::: .... /(':' :.:: :::: . .. .'.: :::: :::: :::: : \. .::. :::. :::: :::: :::: ..:: ::.. :::: :::: 825 ... . .. .... .... .... .. -. .... .... .... ,~ / x:J...." \. f) Ii"'.... .... '" . ., .... .... '" . .. .... . . .. /'10. ---t-. . .. ....,., '" . . . ........... '-~- ~ .... .... . . ,. 'NWl "4~.U . .. .... .... ..., .... 825 .... ... .... .... .... .... .... .... .... '824.50 "X ... ....:\. ,'0-" .... '..M".'i/,"~o.'..\L'..25.0o.. .... . .. .... .... .... ... .. .... .OLa.I" 0=.'''.. . " .... ... . . . .. -. .... ... > .... . . .. .... ,.J.,.~.c;.,,,~ . . . . .. . " .... .... _... ...., . ... . . . . . . " .... .... .... ... .. . . ,. " . . . . . . .. .... CL II "" 7 ~~.,. . .'" . ~n' n. "n;'n . . . .. .... .... .... .... '" . " .... .... 820 .... ...... .... .... .... .... .... .... ".. ...!(28'.+o'APR-ON). ..-.JLI-L@:~~8% .::. "''''''C'AQ';:: :::: :~,O:.L..~L.t': ..:: :::: :::. .. .... .. .... Ig. ..... ..... ,......, m vL-Y'~ ,.~/O ~_l.- V -lBl_Y:;~ . .. . . " .... .... 820 COI-- . . .. .... ....................... .... . .. .... .... ..,. .... .... ... ....... ..... . . .. . \~L. + . ~~ '~V':} . .... ...... ...... ~ . . . " .... .... .... .... .... .... . . . '" . .. .... .... . . ...~ g 0+00 1+00 2+00 3+00 4+00 wse PROJECT NO.1281-97 K:I01281-97\Cad\WorkingIRCp01001.dwg C/lY PROJECT NO, XXX STORM SEWER SHEET 4 OF 5 SHEETS 7 .' . \ \ \ \ \ \ \ \ 61 W-O EL-E.V ..-) \ 836.86 ~ ..- \ ..- ..- i ..- \ ..-"- ..- ~ \ ..- ..- \ ..- ..- ..- \ ..- ..- \ - ..- ~ ..- y"- ~~ ~ ~ b ~ ~ 824.18 8 ~ ~ ~ ~ Q. !.2 ~ 61 W-O ELEV " 835.08 L.. ~ ~ ~ ~ ~ w ~ ~ \ 0 ~ ~ POND 1 ~%~ ~~! '" "' w% ~ ~~i~ " .,.., ~ <Xl N I 2~~~ I "' *~i~ ~ \ . .~ ~ ~i~~ " ~ '- '................. ............... ';......... ..... 61 W-Q ELEV oJ ~~~: " I I I -&37.34 I / g;~~ is ~ EX.FES I I '-~ / / r ~ INV 824.20 I I '8 I / ~~i~ ~ I '- 36 / Z 1l~-w " -- lDffil-F - ~lf~f5 g ~~$~ - -------- / ~ .-----------~ r------------, --- ~ I \- 0 --- I Z 0 I \ W I \ ---'" :iE U) \ \ -- -- \ W W I \ - -835- _ i Z> Z \ \ 61 W-'O ELEV \ ~O 61 W-Q ELEV \ \ 835.5~ I c:::a::: Z 835.11 \ \ t-Q. - 1930 PHESANT RUN st \ I z:iE :E \ \ \ I <t- N. SILL SHAKOPEE. MN 55379\ I W~ 35.15 \ I \ I t/)a::: I \ \ \ I I <tW W I \ I \ I / WS; \ \ \ \ I / :::r:W D.. \ \ \ / Q.t/) 0 \ I I / :iE ~ / \ \ \ / a::: <C I 1 --' 0 - - / ___----------.J L_ -----.1 t- :E: t/) U) I ~~~I~~~; .1 I -\ RIM=837.83 <4~11 s: ~ . LEGEND .. C?ZJ AREAS TO BE SODDED '" " '" c: ~ - g? ~ SILT FENCE ~~ I ~o;1 -s-s- ~g:E! >< l1) ~ ~=d ~~~1e ; OFT 30 WSB PROJECT NO.1281-97 CIlY PROJECT NO. XXX EROSION CONTROL SHEET 5 OF 5 SHEETS K:\01281-97\Cad\Working\ 12B197 -erosion.dwg