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Plans PARKING STRUCTURE 500 MARKET STREET CHANHASSEN, MINNESOTA WALKER PARKING CONSULTANTS 1660 South Highway 100, Suite 350 Minneapolis, MN 55416 952.595.9116 Ph WALKER PROJECT NUMBER 21-3590.00/0WNER PROJECT NUMBER SHEET INDEX GENERAL G-001 PROJECT COVER SHEET HAY DOBBS CIVIL C-100 SITE DEMOLITION PLAN C-200 SITE PLAN C-300 GRADING, DRAINAGE, AND EROSION CONTROL PLAN C-400 UTILITY PLAN C-500 PAVING PLAN C-600 CIVIL DETAILS C-601 CIVIL DETAILS PIERCE PINI & ASSOC IA TES LANDSCAPE L 100 LANDSCAPE PLAN 'IV II LIB :n.~ - .........................................................................................................................,... 1 0 6 0 0 U ~j I \/ E R S I T)/ AI,\j E l\j VV ) SUITE 38 COOr~ R,l1\PI[)S) r\~r~ 55448 TEL 76,3~5,37, 1 j 1 ~1 1\\' 767 ~--z7 ~1--zk4 FA ,X ,~ " "J 0 I 0 c) ,~~ I ARCHITECTURAL A210 GROUND FLOOR PLAN A211 SECOND FLOOR PLAN A500 BUILDING ELEVATIONS ~. ~ 'tt~ f{,~. , , w . ~ ~ @ I I I SIGNAGE & STRIPING AG-101 GROUND TIER! SECOND TIER STRIPING PLAN PROJECT LOCATION PRELIMINARY NOT FOR CONSTRUCTION SITE PLAN REVIEW OCTOBER 16, 2009 Copyright 2009. All rights reserved. No part of this document ~ay be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. . . 5 eX) en o o ~ ,..... ........ o ..... ~ c z ~ ...J a. z o .= ::. o ~ L.I.J C I o o ~ a. ~ ~ ~ C) z ~ ~ ~ a. z L.I.J (/) (/) ~ :J: Z ~ :J: U ..... (/) z ~ ~ ..... ..... (/) ~ :J: ..... :::::> o (/) ~ N o I en ~ en o o ~ (/) ~ L.I.J C ...J o L.I... ..... U L.I.J ..., o ~ ~ ~ E D z > L.I.J ~ c ~ ~ ex> ~ B A _WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com 1 2 3 5 6 7 I 8 4 I I I I I I - ~rt~~~ "~~~~" ,1"% '~:~:, //,'/'1 }- ,~'ol ;' 'x." ' \ ~ ~~ ~ ~~:"~'\"'""~~" ,,~::') i t ~~ ,_ ~ ~t ,~ '" , ~~, """ .. ' ,', '" ,<",/ , m It,'s,\,'l.:', {::,,,' \' j :Cl \\\ ",,' , ""X," "< ,"~, , "\ '>'\' ~ ' , " , ,,~"1~,~\\ "" ",,::"'l')'~ ::c<' ,:::':,'::'C~::" "'",, \, ~)::';: :',,'", ~' x ,'l,'-,' ,\, "" '\/ i '\\\ 1 n ~\ ~~.. ~ PI.' ~ '\ '" \~ "'::",,,,~,, ''l\'~'' <C' q,\,;,,::J,:W8T',,~~,I,~;:j..=~:..=:x::r...';:~~'Z~,'::,t~:,'Z,\~,i ' '''~'''' ,'," '"", ':"~,~"~' ,:"" ["" ,,'," """",~~: ;::::::',::,,1'~~~"':1:~~>""'1"~:""""":'" iF'\,..\ \\ \. ", ,,"'., " :<.: \ 'R" ,,' " ""l,~~,:~~~\':(",";\ ' , ,"\\\ ~, " """" : ,~~ :'" ,<~1, :" \""'\,,, , " ,", ~ '-~ ,", \",' ,,' ,~,\\\ '\ >; , ,':: ~ \\\ ~ ': :,\\.,,\\:' :~~~:'- ,-" ' - .'-- '- '\ ~" "'~ \\, ,~:.o.'~ ;', ,"::\\" r' ':,' L>;",":~:' <, S'l ,Q,>, ,r , , " "'}:~t~,,\\ " ~ ~ 1 ,,, ,,,,,' "",,' "''''''''''' ~ ,,>\,,:, , 1- - - ~'~ +- - - - - - ----:;,~, ~ '- -:---- - ~ ~ \~ , ,~' : "" ,::':,' \ \ x"~ ~\, .. ,~ '\\'\ :' , :, ~ " ," \ ",,' ~..........."~ ~ \, "'~':,1 "\:""';"(' ,,'~ ' ,\\" .......... ~\ '\c'\ >; ,"," 'I::IJ ' . ,'~" ,,,::\~ ~ .. ~ ~ ,~~,'\ '.." ~." '- ~ '\"\ \\~ "'::' >; ,,'S';~.. "\.~ \,,\ ~"\. ~ '\\, \ TEMPORARY CONSTRUCTION ' ,~,~:,' 0 '\~ ~\ " '.:'.:>"'.~' >; ,:,,':~ '.:~0'''', x ''',,:< \ " ," "Y' l 'j' EASEMENT TYPICAL ,", J " \\~ ~.. ><..... "", - - - '",. - -: - - - - - - - - ~ \ - - - ~~ :\\ \ :";\;,'~~, ~'~~~:~~'_~" -\"'\~ .' -: - di .'. · ,.,. "'\\" \\ ~~':L 'o' i"'. ,m, ,:m;m .: ,:.... ..~r~~y00~'1 +,! ~///yv~' //7 //.J~" -:1.'\"". d\.' ''''"i'' ". . ~~t~U6E~i~~Mi~~~;L TO "ii.'!'> '"'' ~ ~ "" ", ''',,'''' '''''''' ..........., ,,, " " ''',,' \~ ;\\l' "",~- .......... ,\\\ ',"", ,-'" '" 7[\' ~\1,").. ~ ~ '\'\,,, ','" ,,' ',,-' ,'\'\. ,~\" ~ ' ........... ~" " , ':"Z~ " , , ,',,>< ,; '" ~ '\ ~ ,: ,,,' "<, ", :, :'i" '~{~k " _ '~~ .......... ~" ' i-'..~ , ' '''-'' ~\ ",;;~ ~"\ / \ ~\.. ~ ~ ,t\ " ~\,~ ' ~\ ~" \ / "" ~ ~'it~"-'~ " , '\,,\ \, ' WIRES AND poweR"rOLl"S' , '01.:"',. , 01 de" dOl ,i " ~ 8.' \ '* )". "'~\iii""\i' " REMOVIit,d'tXf~TING ~~~~~R~~~I~N~UCH\\" <!~:' .," ' /\,;::' d""(BY OTHERS), TYP~: If: ,)ir \ . ,.... 7// ~ . _ ~~ / L'" ," · . ~17~~LLlMITS OF.~, ,," ~':" ~ ) REMOVE EXIST:::7l~F~~~~' ,JilrTiTlf,m I":rY · // /"'/ ///6' /7'/ '/ //)'61: ,'(' /OTHE~;~ ~,('i g8~iE~~T~~I~~~ AND ~ !'Pl.GAL ~ji>) / /'/l/' ~~)ii~Jllt;~I\~~. "COORDINATE LIMITS OF i ((~ 11i I I I I I I I. I G" '?z ',<, ///~// ~///~// \~ 4,; " /// -- /m \n",,"i'''~<<:./ Y DEMOLITION WITH SERVICE ,," ~ ~~~:~~N~y II I I :~.. ~ ~~ ~~:9~2 ~:~~~~~ :~. ...,"" ~~ ~:t~~~~~~~ A~ ~ .0" -~ ~"~r; ROAD PR~~~ ~~:L :,,/ OTHERS), TYPICAL, "1 REMOVED AS PART OF .',' ", .' ""'; " , ""'" (" \ ~"'" 0(~~ m-. ~ 0 /'. ,',",' --ij"~~~"",;, mm,,,' immmmm.mm,m....\f~~''''. ~ /,,~, 1 ' SERVICE ROAD PROJEcT, ., C mm .\ , 'mmmm ~ ~ ~ \Y ~~f . ..... /' ~ ,. /'''' ~ '\ '" / / "",~, :'','f>.' /' "'~~'\.."'" ; "r,~"'~m (12 ~HU~), ~YPlqAL I I, i ' \'~ " / // /~/////~ / , ~ .~ /~ _ ' ... ,..,..... . · II '. Q ~Q . . ~.~ Q ~i~ .\ "".i , ''\",''')tn , , , , , ~ ii, '\ /"",;:,, /A"i.'>" /s~~" // // ~ '~:~{E~I~~;~;~'~': ~' \B ~ <>><>> ':":- :~'.~ ;~ ~.. ,,/ ____~..;. \\4 / /. {, ti"...~ :~~:,::,~;"" .::- :__,,::;:~,- ~ ~ - "i,"~ " ______ e~'A ~~,~ TYPICAL · " ) I .. .;. 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''V'' J~' '" .' " y/ ",',::::,,'" mmm '"'' RELOCATE \ ,'.:$'" \~ ~ '- ,-'.. ",-' "".' ''..~, <;;' " , , "'';:t?~; "'6:,\~,1 EXISTING ,,'-\" ,>;:;' , ~.'-.'-". "" , '- '-. ", / / / ~~'::.;~'.(~ x~~,\~: ~ ,\ h ,,~ "'.. " , , ... 1\ .... '. , <" '" "", ',~ \ " ~'''\ \ .,'-' " " '"'''' , 1 ,J"\:~ \ '::{~~~~k~,~\,\,',2,'.. " '1~:.:::," "\:' y' ," "'.::' ,,::' ~.;\, ,-,'-' .,,' . \~..., ;\~N *" (~..~~i ",~1.~i ~C\ , ',,\., '" '- " "'",<, "\"\ t};~~'; ~::~;~f+'1'>,\ \' ,$ ". " '''~ (0.,::,j.J t, " '}..\~\)l) ,\" '" ' " ," ~~->},,,, '" \"~1~'" '-..., , ,,,,,,,,,,, """ ,>\~~:~'""" ' '''\~~~~''' - 1~ls~~..\l~S~"" ............. x':~~:;<:;, 1 ,,::~~~~~, ~, - , ,,-,,\ ,,::~.~~\ ~ ~ ::~~~~~,~: ~~ ~~::>:>z, ~:' .".....'-''-' 'X~,~ " ,,' ,,' ," ,,' ~ ~~,~~ '-, .:~:::;,,:> " ,,' .,,'" .".",,, s~ :" ~ X0~~ "'-' ~ GENERAL NOTES ~i:"::,~ i 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD, & NOWAK DATED AUGUST 7, 2009. :.::. ~':::~)::.~, ~ 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTEC, PROJECT BL-08-03870, DATED MAY 22, 2009. "~<" ~ ''''~, "~~ F' 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. ',,, " :.::. ~':::~)~,:;..~ ~ ':::~ '...'\.~ ...' TF~ ~\~..}, '\"", ~,,~, , ~ ,;;:::~"::.~...' 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGITATED. - ," .. ~ 5. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. ~ \'~~,,:;..~ ~ 0~:,\, " ,-'c;.;,~' ~ x "~,::'::,::'::'~ 'So 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE-CALL BEFORE EXCAVATING. "-",:--, ,,''-,;,.' LEGEND :t ....' '-,~ PROPERTY LINE TEMPORARY CONSTRUCTION EASEMENT """"'''''''''\ """"""""""""'''''''''\ """""""" EXISTING SANITARY SEWER """"''''''''''' """"""""""""''''''''''' """""""" EXISTI NG WA TERMAI N """"""""""""''''''''' '" """"""""""""''''''''' EXISTI NG STORM SEWER 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. """""""""""""""""~ """""""""""""""""""""""""""""""""~ """""""""""""""" EX ISTI NG GAS MAl N - NORTH ~ """"""""""""''''''''',''',1 """""""""""""""" EXISTING OVERHEAD ELECTRIC LINE """"""''''''',,' """"""""""""" , """""""""" EX ISTI NG TELEPHONE LI N E , ,* EXISTING TREE "" " ' @SITE C10Q o 30' 11111111111 DEMOLITION PLAN 1 "=30' "':" EXISTING SANITARY MANHOLE 60' I 90' I s~~ ~~H :",,,, C) EXISTING STORM CATCH BASIN EXISTING STORM END SECTION \\, EXISTING HYDRANT EXISTING LIGHT POLE , ,\., ': EXISTING POWER POLE EXISTING CLEAN OUT EXISTING CONCRETE BOLLARD EXISTING SIGN PROPOSED BITUMINOUS SAWCUT PROPOSED BITUMINOUS PAVEMENT REMOVAL PROPOSED GRAVEL SURFACE REMOVAL ',- ~:... :... ' ~ PRELIMINARY NOT FOR CONSTRUCTION // // ~::! ;~'.;..~ ::."~::~.::::::..? ~:.:::;~\.~.~ :#. Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers. Inc. 1 I 2 I 3 141 I I I 5 6 7 8 E PIERCE PINI & ASSOCIA TES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 '" z w en en <C :r: z <C :r: <..) PROJECT NO: DRAWN BY: CHECKED BY: SHEET TITLE: , I z o - I- <C I- en ~ " I ~ ~ I I r , ~ ~ D , ! ~ o en w z z ~ ~ UJ c::: => l- t.) => c::: I- en C.9 z - ~ c::: <C a.. z w en en <( :r: z <( :r: () c ~ B $: w :> w z 0:: 0 z i= <( a.. ...J i:t: a.. 0 W en I- W en 0 ~ (J) o W ~ ~ 2> 0 ...... o w o ~ z ~ 21-3590.00 KTG RSP SITE DEMOLITION PLAN A C100 . . ~ 0; en o o ~ - "- o ~ c z ~ ...J a. L.I.J t- (/) I o o N ~ a. ~ ~ ~ C) Z ~ ~ ~ a. z L.I.J (/) (/) ~ :J: Z ~ :J: U t- (/) Z ~ ~ t- t- (/) ~ :J: t- :::::> o (/) ~ N o I en ~ en o o ~ (/) ~ L.I.J C ...J o L.I... t- U L.I.J ..., o ~ ~ ~ z > L.I.J ~ ~ ~ 5 1 2 3 5 6 4 :;:;: [H \\\ 5JEPS "" "" "" ""., ~..'S<<::. "" "" "" ",,- ::~,~ ~"" "" .... ~><" ,."~ ~2' E~LE~C~ A'ft' '/1=~/?:~' ,'~ ~~ ~ , .." ,:~ () ~~:',~'\'\ >~~, () :;E~~~) ..,,:::::::;::::0-, i~(~1;rlft \\\..v '" "'" ,.' ,.::~."i:.~2< ......... ..' ',\, .,....y.\ "'" .~"':' .,' : ',< i)~'J~VfL,~tlfYlH Y I _ _ i~i;~~~~>l~ 1--------- ~, . .. -----........ \ ~y. r..."" ....,"" , ':" , '0.",. ..' """"'-- ,,'\,. '''- . . \ ',",,, ..' . ~ 'Z, '\" ..' .' . .' . :. . '..... \\" ..' '"""",-- \'\.... \\, .... II ... ,'~ \., ''>>'~'" .... . ..... ~ ~ ~\ ...... ..' ":\'\.... '''~ ~,...,. .' "\..." ..... .......... '""~ ~\ ..' .' .' '\\"... .... '~~ ''', .' ..' I '\~ .... ~~ '\\ ........ .' J ~'"" ........ ~, ............. ~~ ."" '""~ ~, ~ ..,,,.., - - - - - - - - - - - - - \~'" .... ,",,'\...\\(' ~, ...::::/~.,,~~ "\~, ..... '""~ ~, ...~ \\ \ ~, ..... ~~::,:::~;:::.:.~.,:.. '.~r~A1. ->~. ~'" ....,::.~:: . '~O/i>/1 o~ "\,"" "'::;-""""":::>" ~ 6:: _ ____ - - ~ " '''''''''' '~srj:)" . ~\ - ~c . ~ ..... ...." ~.....~o ~ ", .... ''':, .. .... ......' , . .........v.1v \\, .:~\ . '~...:..... .... '''~..,} \ ',,""~\~~" . '-:~:~.,,\\'.,' ~Yf \ '''~'~'V2:'L'''''' ... ~/~ '.........., ~~i'../~ {. /<' ~"t<4 ~.., () ~/2~:};)/,-'"-~:l:'-..A {) v~.,.t,:C)l) E~~(})( {'L c!(~){-~"} ,.., . .4 '" >'v/~ l'L {' t. ~ ,~) ~S f ~~~ .. ,.. " : E ~"..," " '... ''-'"'''''''"J~ -"""-"""""x. "" " ". '\.,~x-\\~;.. ~ ~. '''0 \ , , , , " , --- \----- 7 8 \. '\... ". '"" '" '"'" '"" ".: "... "" "~ '" '<. ^ "-~ ""~ ""~ ""~ ""~ "'~" "-~;~~\'-::: '\...\ ," \x\ \x\ \x\ ~ \\x \\x \\x \\x \~ \\x \~ \\x \~ \\x \~ \~ \\x \~ \\x ,0 \~ 2~ {(\\!{" \ {')(.ii{. Dii'../C . ..' \~ ~ ,~ ~ ~ ~ ~ ,~ \\ ''"''" "~ "'~ ~"" \~~ ~"" ~ ~"" \\~ ~"" "\~, .".. ~"" ""~~ ~"" ""~, ~ ~'\:~' ..::: ' ..:::' ~~\ ..:::' "'?\ (:~L /l s~ ~; <~<" TEMPORARY CONSTRUCTION EASEMENT, 1--------------------- I I I ..J.. ~ : ~ l<..~, I I I 13 PARKING STALLS 4" SOLID WHITE PAINT , .......... ~_ 1'<P~ - - \- PROPj.~~'- -..., ..... ....L .... 0:: _ --:--- ..... L, .... -- D :::-- \ 15 PARKING\ STALLS 4" SOLID ~~ITE PAINT \ \ :::-- :::-- -- - - ---- :::::::::::::: ::::::.:::::::::::::::::: c "'~~,.~ ~~ f'~~~~*V #''''~ W~ ill, "B 'S '% ~~ ~~Vl:" * @ , ~..~.. .. .. .. ' '" #''''' &"'''~ &''''' ~ * W 2B t~~ 1l~~~.# 0%~ ~ *~ Th'~8 *,,~1\~ ~~ w ~8 F': ~~ (~ ."V~. ffi ~~ %, ~ ~NN\~ ffi ~ ~ '**~~~~ #'~ @\, ~NN~ I~ V ~H~ ~ ~ 8~'\~~ '" ~~ ~ .,~.~"~: L~'~ ....... . . ~..~.. .. .. .. .. . ..~..........' . ..~............' ~~) "" ~.s.. '~H ~) "" ~.s.. "~H {(\ Ul\,<~P) z (:.U~~~'" i g""A\\H ~:..:'~ ,~\SH (C~. U~i~"") ....." (~~~.~~K'~P) ~:":<l'"SH B . . ~..~.. .. .. .. .. .., .,." . .... " ,~ ,~ . ....." LEGEND NORTH ~ PROPERTY LINE TEMPORARY CONSTRUCTION EASEMENT SERVICE ROAD CURB (BY OTHERS) PROPOSED CURB & GUTTER @SITE C20Q o 30' 11111111111 PLAN 1 "=30' ------------------------- ------------------------- ------------------------- 60' 1 90' 1 A PRELIMINARY NOT FOR CONSTRUCTION Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers. Inc. 1 2 3 5 6 4 .,,< ..< .,,~, ;;:;~ 0' ~ ..' \;::.;:::.;::.;:::.:::.;:.~ i;:,.;;:.;;:.;;:,;;:,;;::;;::;;::;;..".... H~ \ " 'x, \\\ / .>),: " ,<<" ,,<.::,;:~:;;'f"< ; ; ,.,' ,..~,:<,. /<~~.,. l i/ \\~ \~~~\ \~~~\~ \~~~\~ \~~~\~ '~~~\~ \~\~\ ..;~~ . . ~" \\ ; ; .v-."-/ ~~ ; ...."." GENERAL NOTES 1 . ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD, & NOWAK DATED AUGUST 7, 2009. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTEC, PROJECT BL-08-03870, DATED MAY 22, 2009. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGITATED. 5. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE-CALL BEFORE EXCAVATING. 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. 7 8 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com E PIERCE PINI & ASSOCIA TES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 D ::\....,4/L ~ 0 en w z z - ~ UJ Z c::: W => Z I-- en () en 0 => c::: c <C - l- I-- I <C en C.9 Z I- z <C en - ~ I c::: <..) <C a.. z w en en <( :r: z <( :r: 0 B $: w :> w z 0:: 0 z i= <( a.. ...J ~ a.. () w en I- w en 0 (J) 0 w c.b ~ ..... 2> 0 ..... 0 w 0 => en z ~ PROJECT NO: 21-3590.00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: A SITE PLAN C200 ~ c z ~ ...J a. ...J o ~ t- Z o u z o V) o ~ L.I.J C Z ~ .. L.I.J C) ~ Z ~ ~ c c.5 z c ~ ~ C) 1 o o ...,., ~ B a. ~ ~ ~ C) z ~ ~ ~ a. z L.I.J V) V) ~ :J: Z ~ :J: U t- V) Z ~ ~ t- t- V) ~ :J: t- :::::> o V) ~ N Oz I> en L.I.J A ~~ en o~ ~~ /'c.o ~~ L.I.J · · c~ ...J .. 00 L.I... ..- t- en uo L.I.J 0 'N 0......... ~~ a...- /' ......... ..0 ~..- 1 2 3 4 5 , , E , ,,' '~i/ ,,- " .. '-'- "\ ~ x >.; ~~..:: """"''''' " " ~~(~~~ ~ ~ ,;;:'::::: ,:::'::: <- x ,~....:~ '"''-~~'"'''- ~\\: ~ ,,~ .. '-'-,- "",,;. ~ '- ,,"'.... " ~ ''''-''''-. " " " """ '" " ~') \ , , ,-'-:-:...."- ';"" " D . CONTRACTOR SHAUL ' 1 FIELD LOCATE EXI$TING' TOPOGRAPHY ALONG 1 WESTERLY LIMITS OF . CONSTRUCTION AND 1 PROVIDE INFORMATION TO ENGLNEER TO · VERIFY DESIGN INTENT 1 . 1 . ,I . 1 INSTALL ROCK CONSTRUCTION ENTRANCE AT · PAVING LIMITS ~ OF\~eRVteE ROAD. PROJECT 1 MATCH EXISTING GRADES ALONG ,J SAWCUT, TYPICALI c CONSTRUCT CONCRETE SPILLWAY BETWEEN CURB LINES x ~~;l,,- " ~~~m~ ~~ f'~~~x<*V #''''~ W~ ill, "B 'S '% ~~ ~~Vl':" * @ , :.::. ~":::~,,~~ :;-. "- ~i:'-,~~ i :::::::::----- "':~'''"" ffi ~~ ~ ~ ~NN\~ ffi ~ ~ '**~~~~ #'~ @\, ~NN~ I~ V ~H~ ~ ~ ~~'\~~ ~ ~~ 'X ~~~ \.~ ""- :.::. ~":::~':.\::..~ ~"'~, '- LEGEND 'So ~':::~",,\," ~ ':::.':~,,~ ~' PROPERTY LINE - - - - - - - - - TEMPORARY CONSTRUCTION EASEMENT EXISTING SANITARY SEWER EXISTING WATERMAIN 0~:,< '- "-~;,~~ ~ x ,~~~..." 'S. % EXISTING STORM SEWER EXISTING GAS MAIN EXISTING OVERHEAD ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING TREE EXISTING SANITARY MANHOLE EXISTING STORM CATCH BASIN EXISTING STORM END SECTION EXISTING HYDRANT EXISTING LIGHT POLE EXISTING POWER POLE EXISTING CLEAN OUT EXISTING CONCRETE BOLLARD EXISTING SIGN PROPOSED BITUMINOUS SAWCUT PROPOSED SILT FENCE PROPOSED CATCH BASIN INSERT PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED CONTOUR PROPOSED SERVICE ROAD CONTOUR (BY OTHERS) PROPOSED SPOT ELEVATION PROPOSED DRAINAGE ARROW PROPOSED CATCH BASIN ,~,,~ :' ' ~"" " ,,;S: " ' " \ " NORTH ~ GRADING PLAN ""-" DRAINAGE AND EROSION CONTROL 1 "=30' 60' 90' 1 1 " " A' o 30' 11111111111 ..." ,~': "" r"", ,"II", PRELIMINARY NOT FOR CONSTRUCTION e ~ + 954.5 <~ ~ Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers. Inc. 1 2 3 4 5 6 '-"""- ''-'-,- "",-"-",, ,,~'-'- ~ ,:::'::: "" ,:::'::: " ,,' , ' \' ~ ,:::'::: ~"'~~ ,-' GENERAL NOTES 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD, & NOWAK DATED AUGUST 7, 2009. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTEC, PROJECT BL-08-03870, DATED MAY 22, 2009. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGITATED. 5. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE-CALL BEFORE EXCAVATING. 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. 6 7 8 "^~ ~" ~~ ,\" ~~ , \:~, '\;\ '>?", ~\:x 'l~<< " ~'\~ ~,~ ""~~\\\"'" ,~' ""'..'..-::~'i~, '~"''\ " '-' WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com PIERCE PINI & ASSOCIA TES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 E "i:' , ~ ~~ ~~'" ~, x. ,~'''':'' ' , "^'\ ~ ~~'-v, ~ ,}~ \. " ' '- " X :-;;::,'-"' \. EROSION CONTROL NOTES 1. CONTRACTOR MUST CALL FOR A PRE-CONSTRUCTION MEETING 48 HOURS PRIOR TO ANY LAND DISTURBANCES (952-227-1169). FAILURE TO DO SO MAY RESULT IN THE REVOCATION OF PERMIT AND A STOP WORK ORDER BEING ISSUED. 2. INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING CONSTRUCTION. HAY BALES ARE NOT AN ACCEPTABLE PERIMETER CONTROL. 3. BEFORE BEGINNING CONSTRUCTION, INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE. USE 2-INCH OR GREATER DIAMETER ROCK IN A LAYER AT LEAST 6-INCHES THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THE CONSTRUCTION ZONE. USE A GEO- TEXTILE FABRIC BENEATH THE AGGREGATE IN ORDER TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. 4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. SWEEPING MAY BE IN ORDER BY AT ANY TIME IF CONDITIONS WARRANT. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES. 5. INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCHBASIN INLETS WHICH RECEIVE RUNOFF FROM DISTURBED AREAS. CATCH BASIN INSERTS ARE REQUIRED IN UNDISTURBED AREAS THAT RECEIVE RUNOFF FROM DISTURBED AREAS. HAY BALES OR FILTER FABRIC WRAPPING THE GRATES ARE NOT AN EFFECTIVE OR AN ACCEPTABLE FORM OF INLET PROTECTION. 6. LOCATE SOIL OR DIRT STOCKPILES NO LESS THAN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN 2 FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT FOR MORE THAN 24 HOURS. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVE BEEN FINISH-GRADED, AND ALL AREAS IN WHICH GRADING OR SITE BUILDIGN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND, AND RUNNING WATER WITHIN 7 -14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACES. APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED IS RECOMMENDED FOR MINIMIZING EROSION POTENTIAL. 9. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, NON-BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENET VEGETATION HAS BEEN ESTABLISHED. MINIMUM VEGETATION ESTABLISHMENT IS 70% COVER. MAINTAIN ALL TEMPORARY EROSION CONTROL DEVICES UNTIL 70% ESTABLISHED COVER IS ACHIEVED. 10. READY MIX CONCRETE AND CONCRETE BATCH PLANTS ARE PROHIBITED WITHIN THE PUBLlCH RIGHT-OF-WAY. DESIGNATED CONCRETE MIXING/WASHOUT LOCATIONS ARE INDICATED IN THE EROSION CONTROL PLAN. UNDER NO CIRCUMSTANCES MAY WASHOUT WATER DRAIN ONTO THE PUBLIC RIGHT-OF-WAY OR INTO THE PUBLIC STORM SEWER. 7 8 z w en en <C :r: z <C :r: <..) UJ c::: => l- t.) => c::: I- en C.9 z - ~ c::: <C a.. z o - I- <C I- en PROJECT NO: DRAWN BY: CHECKED BY: SHEET TITLE: 21-3590.00 KTG RSP D ~ o en w z z ~ c z w en en <( :r: z <( :r: o B $: w :> w z 0:: 0 z i= <( a.. ...J i:t: a.. () W en I- w en 0 (J) o W ~ ~ 2> 0 ...... o w o ~ z ~ A GRADING, DRAINAGE, AND EROSION CONTROL PLAN C300 en o o ~ ~ " o ~ c :z ~ ...J a. >- t- ::. .= :::> I o o ~ ~ a. ~ ~ ~ C) :z ~ ~ ~ a. :z L.I.J (/) (/) ~ :J: :z ~ :J: U t- (/) :z ~ ~ t- t- (/) ~ :J: t- :::> o (/) ~ N o I en ~ en o o ~ (/) ~ L.I.J C ...J o L.I... t- U L.I.J ..., o ~ ~ ~ :z > L.I.J ~ ~ ~ en ..0 LO o ~, ~.." , ~ 0 , en , , W "i:' , Z Z - ~ UJ Z c::: W => Z I-- en () en 0 => c::: c <C - l- I-- I <C en C.9 Z I- z <C en - ~ I c::: <..) <C a.. z w en en <( :r: z <( :r: 0 1 2 3 5 6 7 8 4 E ~;:: ,'~:';:'S \" ," ," ~\ ," ," ~\ ,''. ,,<:::: '" '" '" ,0 '" '" '" ,0 ,0 '" "" '" ,0 '" "" '" '" ,0 "" '" '" ,0 ,,0 ," ," ," ,,0 ,0 ," ," "" \\ ," "" \\ ,0 "" ~ " ::::c ~ ~ ~ ,,~ '<<< ~ C) HH."'" "'HHH ~ ~ , ~ <:......... APPROXIMATE D , " (~: .. ..' ~ ~~,~ ::~:\~, ,,\r~~) , ,,\'-~\R)'\\$ ,<<\..:<<:.",,, , (''"w'-'- "-'...,," c :1 Ii ",,,,,,,,,,,,,,,,,,,,,,,,:J J Ii I 1 I 1 _- rfl ~1IIIII"""fllm'~"0Lllllliml""~t"'I~""III,,I1 ; "-'''- ",t - ---- -- c:i~'j '- ,,- ~ '- ,,- GENERAL NOTES , " '''-'': t .>:& '),\ ~'w ,,'- ~ "HI'...." ffi ~~ %. ~ ~NN\~ ffi ~ ~ ,*Th~~~~ #'~ @\, ~NN~ I~ v ~H~ ~ ~ ~~'\~~ ~ ~~ '." " HJ2 (;h;i' '~~~' ~~.. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD, & NOWAK DATED AUGUST 7, 2009. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTEC, PROJECT BL-08-03870, DATED MAY 22, 2009. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGITATED. 5. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 1 . ~~~m~ ~~ f'~~~~ThV #''''~ W~ ill, "B 'S '% ~~ ~~Vl':" * @ " 2. 3. '~, 4. LEGEND """H"H"H' ~' HHHHHHHHHHHHHHHH' ~' """H"H"H' , , PROPERTY LINE TEMPORARY CONSTRUCTION EASEMENT EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING STORM SEWER EXISTING GAS MAIN EXISTING OVERHEAD ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING TREE EXISTING SANITARY MANHOLE EXISTING STORM CATCH BASIN EXISTING STORM END SECTION EXISTING HYDRANT EXISTING LIGHT POLE EXISTING POWER POLE EXISTING CLEAN OUT EXISTING CONCRETE BOLLARD EXISTING SIGN PROPOSED BITUMINOUS SAWCUT PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED SANITARY MANHOLE PROPOSED STORM CATCH BASIN PROPOSED HYDRANT W/ GATE VALVE 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE-CALL BEFORE EXCAVATING. 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. """""""". "-"."""""""""""""",,,. "-" """""""'" , , """"""""""""""""" '},"}. """"""""""""""""" B , , ~~~~~~~~~~~~~~~~~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~ ~~~~~~~~~~~~~~~~~ , , ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ,~.:: ,,;:'" ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ "- ~ ,,~ '-,,-, " ' ~~~~ S~\N ~~H NORTH ~ @ UTI L1TY C40Q o 30' 11111111111 ~:::~ PLAN 1 "=30' 60' I 90' I ~\, '-~ ,',~ "" A v PRELIMINARY NOT FOR CONSTRUCTION o ~ -6- Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers. Inc. 1 2 3 5 6 7 8 4 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com E PIERCE PINI & ASSOCIA TES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 D B $: w :> w z 0:: 0 z i= <( a.. ...J ~ a.. () w en I- w en 0 (J) 0 w c.b ~ ..... 2> 0 ..... 0 w 0 => en z ~ PROJECT NO: 21-3590.00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: A UTILITY PLAN C400 m o o ~ ~ "- o ~ c z ~ ...J a. t.=) z > ~ a. I o o II') ~ a. ~ ~ ~ t.=) z ~ ~ ~ a. z L.I.J (/) (/) ~ :J: Z ~ :J: U ..... (/) z ~ ~ ..... ..... (/) ~ :J: ..... :::::> o (/) ~ N o I m ~ m o o ~ (/) ~ L.I.J C ...J o L.I... ..... U L.I.J ..., o ~ ~ ~ z > L.I.J ~ ~ ~ ..... ~ o o . . ..... ..... 1 2 3 5 6 7 8 4 ..:~:""''''''''<''''''xx-=,,,,' "'-., :-""', ""'" ,,' "", "" " ""x-\,{~" '" '" ' '''0 ,,~ ,,~ "'~ :~" "'~ , ,\~, "'~ , '-?"",,,,~ " ~~" "~;~~\~:: E '''''' "~ ~~ ~"'\" \~ ~\'," \~ ~\'" \\~ ~~:" '\~ '~" ~~ " \~ ~~,,, \~ ~'\\~~, ~ ,\\" ~ ~~," .....~~~~~ '\\~! "'~\ $'''' \ , #'v \ "", ,>'~, ~ ,,~: "\, ,. ;,~ ~ \, '~~,"\\;' ''-?' ~~;w "" "''':,,,- '-~' , ,,"~,- ~ :* ~ -$' " ~:""'~"'<'"'''~''~:'x...' ,:~ if 1f" ::::: " :,' :,',,' , *#, ~ \ '';~: "."^' " ~ ~L# " .. . < ,:'" @9 ~, \ ,'\: '\ ' ~ \ 8' " " ;, , ',: V >, ~'<'\ *"" '- "'\ k~ \ '\ '\ ~~~ \ ,'," "\, ~ :$ , \ \,~" '\~ V$'" '",,, , ,'" #' # \ "'",' '" ~''', V :# < <" ,'# " '\ '\ ~ €''(, ~ ~ '" ", I ~" " if ::$ <~~:-." \ , " '\ ~ , ".::\'-" '~\" \ , , *",,%," "" ,">, , tA\ ' ~ ,: '~ ~V~, ~~~ \ \ t ~~- ------__" '\ "'#'V' "~< \' , ....;:;~--------- -----:.------~~~....~ @ " '\~?s:" ,,~~ "", "''''''. "~"", ~. if \>~; ..."" ,\" ",;~~"" ,; , ~"'" '~~,~ " ~ "" "\ " , ""~ ' ":,:'" '''~~ "'''''''''' ",,- "", ," , , '! "r i,,, ,,' ," ~/:;~~ ": < '~.' t" ,,\:,', :" '~~> ":> "'" " :':;:':" /,,""-" ~~,,',~, :'0 ~ ':\. \" ""'" /..:;;j~:"'" <?; '"",, : ,,,: ~ "~ \"'\' '",). /:~;~ ~ '" ~0 /..~~... .# ,,' ~ ~0 /~~ ,. '\. \.. ~'\ /~;~ ; ~'" ~" /:..;~ / " <).... ~'" /::;j~'" ,,, , '" '" '\ ~'" /..~~... ; ~\''\ """ ~ ~ \"\ ,,:;:~~ ." ~" ~ ~ "'~, ....,,~... / "(, '" ~ ,,' ~., " " ",,:~~~ '- ~ v '; /:..,.-..~ ; "" " ",,:~., '" ~~ '\ /::;;j~/'" ; \ ' ,,",.~" "" "....":;:~., ... "",.~" ", ,,",.~" ", "":~~"/ ",:~~., ,,;:~~., ",:;:~" ; ;;'~~" ; EXTEND SIDEWALK TO ....:::;;;....,.-.. / SERVICE ROAD ......:?~~; WALKWAY ......:?....?/~; SEE LANDSCAPING PLAN FOR "<}' ......;:;:;:.~~ BOLLARD LOCATIONS /.;:"'?~ ; CONCRETE VALLEY GUTTER BRICK PAVERS, ../~,," ; ACROSS APRON, / <i ' ....:;~~~..~... / SEE DETAIL 8 C601 ......~... CONCRETE CURB AND SEE DETAIL 7 jC601 .,,~ ;z;.:"~.. __;;;;-;.;;;;'" .; .; g~~I~R'6 ~~~tL. SEE i : :~:; :~ 4, . : ;. ., ::::::::=:::::::::::::::::::::: __;;-;.;;;;-;;;'" .; / li ~~~C~g~L A~~g~Ol ..,' . ~g~g~~T~U~~LLl~o3~~ER __-::;;;;;;;;;;;;;;;;;;;:;;;;:~.., ~~,:. Ii MATCH ELEVATION AT SEE DETAIL 7 jC601 --- -.-- . fir ~B" F,..'<'., mmmm"mmmm:J LIMITS OF SERVICE ROAD .I PROJECT, TYPICAL Ii I BITUMINOUS PAVEMENTJ ,,, TYPICAL, SEE DETAIL I ~\~ \! 1,1 4jC601 i II r - _iP~~W~ J~E~~~~~/~OAD ~=...t'~:0L;;;;j..~~~..:1i <::::::.:<::::.<::-::<:::-o"?-oo<:-::;/ PROJECT. TYPICAL ___ _--_- _ __ ----~~~~~~- --- ::--- ~ :::::------ CONCRETE SPILLWAY __~..~:;;;;;;;~~~~~-_____ - - . i_""d;:~i;~~~~:.~\~ - t::: '''.~ ':.' ':.L"': ,::: ,(",,,-,, ~;:: ,'~:';:'S \"" ,,", ,"" ~\ ,,'" ,", ~\ ,,"" ,,<:::: '''' "'" "" '" '''' "'" "'" '" '" "'" '''' "'" "" "'" '''' "'" "'" "" '''' "'" "'" "" '" "'" "'" "'" '" "" "'" "'" '''' \\ "'" '''' \\ "" '''' ~ ,,'0 ~ ~ ~ ~ ,,~ \\ '\., '",- " '\ ~ ~~ "", "'", "'" "'" , "-~">> "", "'" "'", ",,- ,\ 'l',,,, "", "'" "'" "<<< ~ \\, "'" '...., '...." '"'' '...." ",,, ",,, "" """ '"'' "-\\ \\ "'~ ""'\ "-\\ ~, "-\\ '0' "-~ .:::...\ "'\\ ~" ,,~ "" '\ \ \ \ , " TEMPORARY CONSTRUCTION EASE_MENTo!, TYP1QAL _ _ _ ~ _ :,,: " ,;:-:~' c _ 1--------------- \ \ ,\,:~,,,,;'i~<,,,,,:' Ir:r='~T7 'H"H'H HHH'H ~ ~ , ~ <:......... ";;~ " ; ~'" ; ~/ \ I "I,,: ,",\ 'T ,,~ ,~ ,," \. I L ill L, \' .. Ii ....1.............1.......... 2 ,~ \\~ \~~~\ \~~~\~ \~~~\~ \~~~\~ '~~~\~ \~\~\ ; ; / EAST ENTRANCE EL. 975.17 CONCRETE SNOW DUMP, SEE DETAIL 5/C601 ; ; ,"i;. - ., ",." ",." ",." " - . . ............ .~,~"~~<,~,~?4~~~:j~li0--:-- . ,<:;', ' CONCRETE PAVEMENT, TYPICAL,~ " .' ":::"..'.'~':.':.'.' ::: /K,SEE DE~AIL 5jC6~1~. . '. ~: ~ ,>, '''''-'.~'.'... , . ' ~ 4l " ", . 4"" '" ", ' , "', . \\;." \ , ~ @. \ D MATCH ELEVATION AT SAWCUT, TYPICAL i;.".. ",'" ------ - - ; ........ ~; ... /' ; :;~\ ' / CONCRETE SNOW DUM~, ;' ,'" " SEE DETAIL 5/C60 1 \,'" ' " '\;' CONCRETE SIDEWALK, TYPICAL, SEE DETAIL 2/C601 ~,,~ ::~:\~, \\r~~) , ,,\"-~\R);.\$ ,<<\.:)';:."" , \"'(,,@, i....,..'" . ~ @ \ , " S~~~~~ ,t~t~,~ ' ~'- :<.". ; ,,-,'. ",t - ---- z ""';..,~ ,,t c:i~'j GENERAL NOTES c , " '''-'': t .>:& ')~\ ~'w ,"" ~ ,..I'.." 1 . ALL EXISTING INFORMATION TAKEN FROM SURVEY BY EGAN, FIELD, & NOWAK DATED AUGUST 7, 2009. ffi ~~ %. ~ ~NN\~ ffi ~ ~ ,*Th~~~~ #'~ @\, ~NN~ I~ V ~H~ ~ ~ ~~'\~~ ~ ~~ ~~~('~ ~~ f'~~~'><*V #''''~ W~ ill, "B 'S '% ~.,$ ~~Vl':" * @ , SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN INTERTEC, PROJECT BL-08-03870, DATED MAY 22, 2009. 2. B 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 9. ALL WORK TO CONFORM WITH THE CITY OF CHANHASSEN AND THE STATE OF MINNESOTA STANDARDS AND REGULATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. 11. WASTE MATERIALS INCLUDING PAVEMENT REMOVED DURING CONSTRUCTION, WASTE PIPING AND SUPPLIES, CONSTRUCTION DEBRIS AND EXCESS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. 12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS. 13. WHEN WORKING AROUND EXISTING UTILITIES THAT BECOME EXPOSED, THE CONTRACTOR SHALL PROVIDE SUFFICIENT SUPPORT TO PREVENT EXCESSIVE STRESS ON THE PIPING. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 14. CONTRACTOR MUST FILE NPDES PERMIT SEVEN DAYS PRIOR TO STARTING WORK ON SITE. SEE STORM WATER POLLUTION PREVENTION PLAN AND SHEET C3.0 FOR EROSION AND SEDIMENT CONTROL. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. '." " HJ2 (;Ni '~~~' ~~ '- 4. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE RESTORED AND REVEGITATED. "~, 5. LEGEND ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE PERFORMED IN ACCORDANCE WITH CITY OF CHANHASSEN AND STATE OF MINNESOTA REGULATIONS AND STANDARDS. 6. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER, STEAM, CONDENSATE, ELECTRICAL DUCTBANK AND WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE-CALL BEFORE EXCAVATING. PROPERTY LINE - - - - - - - - - TEMPORARY CONSTRUCTION EASEMENT \" ... '\ t 'h EXISTING TREE , ' "" EXISTING CONCRETE BOLLARD EXISTING SIGN ------- PROPOSED BITUMINOUS SAWCUT PROPOSED BITUMINOUS PAVI NG PROPOSED CONCRETE PA VI NG PROPOSED CONCRETE SIDEWALK PROPOSED PAVERS PROPOSED CONCRETE CURB & GUTTER PROPOSED CONCRETE VALLEY GUTTER NORTH ~ @PAVING C50Q o 30' 11111111111 PLAN 1 "=30' 60' 1 90' 1 A PRELIMINARY NOT FOR CONSTRUCTION Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers. Inc. 1 2 3 5 6 7 8 4 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com E PIERCE PINI & ASSOCIA TES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 D ~\',~ 'c ~ 0 en w z z - ~ UJ Z c::: W => Z I-- en () en 0 => c::: c <C - l- I-- I <C en C.9 Z I- z <C en - ~ I c::: <..) <C a.. z w en en <( :r: z <( :r: 0 B $: w :> w z 0:: 0 z i= <( a.. ...J ~ a.. () w en I- w en 0 (J) 0 w c.b ~ ..... 2> 0 ..... 0 w 0 => en z ~ PROJECT NO: 21-3590.00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: A PAVING PLAN C500 5 ..0 N eX) m o o ~ I""'-- ........ o ...J > U I o o to ~ a. ~ ~ ~ C) Z ~ ~ ~ a. z L.I.J (/) (/) ~ :J: Z ~ :J: U ..... (/) Z ~ ~ ..... ..... (/) ~ :J: ..... :::::> o (/) ~ N o I m ~ m o o ~ (/) ~ L.I.J C ...J o L.I... ..... U L.I.J ..., o ~ ~ ~ z > L.I.J ~ ~ ~ ..- ~ C vi ...J ~ ..... L.I.J C E - D - c - B - A 1 2 I I 3 I 5 ;:::::-: (. ./ WIRE MESH REINFORCEMENT, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, PER MNDOT SPEC. SECTION 3886 B 1. _____SiLT FENCE ~ FABRIC 4 I ~ GRATE ....~~ ~? ~FT STRAPS ,~ ..~~ ,~ CB INSERT \ ,~ v-OIL ABSORBENT PILLOW SHALL BE PLACED IN THE POUCH ON THE BOTTOM. ATTACH PILLOW TO TETHER LOOP l t ~ "::::>-DUMPING STRAPS ~~ CATCHBASIN MANHOLE / 1. OIL ABSORBENT PILLOW SHALL BE REMOVED AND REPLACED WHEN NEAR SATURATION. 2. USE DANDY BAG II@ AS MANUFACTURED BY DANDY PRODUCTS. INC. 3. AN EQUIVALENT CATCHBASIN EROSION CONTROL INSERT METHOD OR PRODUCT MAY BE USED WITH PRIOR APPROVAL FROM ENGINEER. (2\CB ~ INSERT EROSION CONTROL METAL (OR WOOD) POST OR STAKE~---::; ( .......::; r~ABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL DESIGN RECOMMENDATIONS NO SCALE ---- -- 1. SILT FENCES SHOULD BE INSTALLED ON THE CONTOUR (AS OPPOSED TO UP AND DOWN A HILL) AND CONSTRUCTED SO THAT FLOW CANNOT BYPASS THE ENDS. ~ "HYDRAFINDER" {,2 1/2" HOSE NATIONAL, CONNECTION (N.S.T.) STANDARD \ OPERATING ~ 3'-0" NUIT I '-oj r4 1/2" PUMPER ~ I ]U CONNECTION (N.S.T.) w ,_, I ~ t- O Z W W U1 rADJUST TOP TO 1/2" I BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED BOULEVARD GRADE, SET SO AS TO PROVIDE 12" UPWARD ADJUSTMENT (VALVE BOX DROP LID LABELED WATER If! II I' - DIRECTION OF (........::; J RUNOFF FLOW - -11-11- 'III 111==111 i'bll r ~- 7 ~ TI1 : ~ =ITI -1rr1 "T- --=11 / T T ~ to ~ --=:1 W --=UJII j ~II r~ ---J... - -==111 17'/JrrW '~.W: MIN NATURAL SOILJ'~ 1==111==1 NOTE: SILT FENCE SHALL FOLLOW MNDOT SPEC. SECTION 3886. 3. MAKE THE FENCE STABLE FOR THE 10-YEAR PEAK STORM RUNOFF. 4. WHERE ALL RUNOFF IS TO BE STORED BEHIND THE SILT FENCE, ENSURE THAT THE MAXIMUM SLOPE LENGTH BEHIND THE FENCE DOES NOT EXCEED THE SPECIFICATIONS SHOWN IN TABLE 1. "" ~ - II GRADE 2. ENSURE THAT THE DRAINAGE AREA IS NO GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. FIGURE 1 TYPICAL INSTALLATION FOR SILT FENCE TABLE 1 MAXIMUM SLOPE LENGTH AND SLOPE FOR WHICH SILT FENCE IS APPLICABLE BY CALCULATION BY ACCEPTED DESIGN PRACTICES "TJ...Tf 111= ~IT '.;... GATE VALVE BOX 8' -0" EXTENDED 3 PIECE, "G" BOX NO. 6 ROUND BASE, 5 1/4" SHAFT BUFFALO BOX '\. \ (/) w 0::: ~ ~ :::> ~ x <( 0::: ~ Ow t-(/) O(/)<( I <( rn u ~ ~o.; a...-: u OJ \ ~ BY CALCULATION SLOPE H:V PERCENT SILT FENCE STORAGE EQUALES 2 FT FOR A 100-YEAR EVENT 1 % 400 FT 2% 200 FT 4 % 1 00 FT 5% 80 FT 6% 67 FT 8% 50 FT 10% 40 FT 20% 20 FT 25% 16 FT 33% 12FT 50% 8 FT 1 00 FT 75 FT 75 FT 75-50 FT 50 FT 50 FT 50-25 FT 25-15 FT 15 FT 15 FT 15 FT ,.........., .........0 ....e=- SILT FENCE STORAGE EQUALS 2 FT FOR A 2-YEAR EVENT OR 3 FT FOR A 100-YEAR EVENT 900 FT 450 FT 225FT 1 80 FT 1 50 FT 1 12FT 90 FT 45 FT 36 FT 27 FT 18 FT MAXIMUM SLOPE LENGTH 100: 1 50:1 25: 1 20:1 1 7: 1 12.5:1 10: 1 5:1 4: 1 3: 1 2: 1 (1\HEAVY DUTY SILT FENCE DETAIL ~ NO SCALE 0::: W > o au I~ OJ:::> ~ Z ~ .1 CY GRAVEL OR CRUSHED ROCK WITH 2 LAYERS 4 MIL. POLY ~...., ,....GATE VALVE .... --l UNDISTURBED EARTH ~.~~~ :ffC III~II= ~[I,::.IJI ~jJJIIIIIIIII_ ~:' ~:: ~ :.:>~ .<~ " ~illllllllm , " ~. ..~' .1s'.". ~.. --III-I ~,~"~'~"~ :~:,'" ~~ u ( :..*.<....:.~...:... ill /- /' . '~,;:,.' ".............V ~ BRG. AREA ~ 11 :ill: _ ~II rilill iill~11 ~ &~ ,ill" ui~ Wl~lli" ill ,ill~lJjj 111-' ~, ;.,4.:,~~.~.'...~.:.,~~,,~, <( :J~ .':~..<.'~.:': .$,:'. '.'~ ~ ..~. :'.:' :" . w 111_ ~ < .'.:.~.01 ~', .s..:.".o1 ~'. : : 0:::1:;: . . ,". * :.. .. . ;. ... I' . <( ~llllr:..1 "~.i' ..:.~::, >::,' :".::~ U ( ~"l.... .: ~ '. .' e" I; : ,. : . ' ~.' . ) () / 0::: 111==1 ,..... ".'~ ' ',," rn IllIf .~./;.', .~. >:"" ~ I Ld POURED CONCRETE BLOCKS 3000 psi @ 28 DAYS BEARING AREA OF BLOCK IN SQ. FT. FITTING SIZE TEE & END 0.6 1 . 1 2.4 4.3 6.7 9.7 900 BEND 0.9 1.5 3.4 6.1 9.5 13.7 450 BEND 0.5 0.8 1.9 3.3 5.2 7.4 0......... I 1--1 - r TIE HYDRANT TO VALVE JJTllllm~ WITH TWO - 3/4" R1~k&1J DIAMETER TIE RODS :.:.:.:. '. :..::, :::.\:. 1:7 .:.:.:':j:,'j 3" 4" 6" 8" 10" 12" NOTE: 1. CONTRACTOR MAY PROVIDE "MEGALUG" JOINT RESTRAINT AS AN ALTERNATIVE TO CONCRETE THRUST BLOCKS. TIE MINIMUM 3 JOINTS EACH SIDE OF FITTING. (6\ TYPICAL THRUST BLOCK ~ DETAIL NO SCALE -111= v~ \ 7.'~:..::..:.:::.~... :.':'::':' " <<~"":':':': v ^, . = ..Lt /: .~ TH RUST ..../ . , 7: ~ :'::-:". ,::::-::.::::) BLOCK C}::::::\' :t:'.::::\",> 2.25 SF MINIMUM o UNDISTURBED SOIL , ..." ~. ;^.' ~8" CONCRETE ..,~ ~ BLOCK NOTE: VALVE BOX DROP LID LABELED "WATER" 1 ""'r~"",'\I 1 == " I .,""'~ "-A6JUST TOP TO 1 /2" BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED BOULEVARD GRADE, SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT I 6 -- 0::: w > o u ~ :::> ~ z ~ ,/GATE VALVE BOX 8' _0" EXTENDED 3 PIECE, "G" BOX, NO. 6 ROUND BASE, 5 1/4" SHAFT 10' MIN LENGTH WEDGE OR 2"X2" STAKE PRE-DRILLED HOLES,\ 0.5 "XO.5" /~PENING IN NET a I 00 -- .A COIR LOG 6"_7" MINIMUM DIAMETER INSTALL SHREDDED HARDWOOD MULCH (MNDOT TYPE 6). EQUIVALENT MATERIAL MAY BE SUBSTITUTED AT THE DISCRETION OF THE ENGINEER. -- \ GATE VALVE RESILIENT WEDGE TYPE OR r-j ~ APPROVED EQUAL )~rfiTIE VALVE TO TEE ON MAIN r ~ WITH (2) 3/4" DIAMETER TIE RODS o i--L) 8" CONCRETE ---...... ", .~, '~, BLOCK ,.'..... i ~ "'" 0....--- ~GATE C60Q VALVE AND BOX 7 ---' r- ,,,,/3 OF LO . . ;-. ....:." I'll .... ,,' . ";,', ,',~, ,{. " I 1\ - . '.. ..' .' .......,. .' .' ----.;" ,." " ~: .': ' :", :':'" ' ':':.', '" <, '" . ,.'. <' ",', "., .... . ',' ... . '.,'. ~" '.,. ''', " , ' . ' . 1, NO SCALE " . '.' . '.' '.' .'{ ,','.' ....' ,. ,... . ,.' . " ,"'" " LOG NO SCALE CASTING SCHEDULE CATCH BASIN/MANHOLE A, B, C GRATE TYPE (NEENAH) R-3250-A CURB INLET REMARKS liCATCH BASIN GRATE & FRAME (SEE SCHEDULE) WITH MACHINED BEARING SURFACES & TWO CONCEALED PICK HOLES, OR APPROVED EQUAL ADJUST CASTING FLUSH ~ WITH FINISHED GRADE J 01- -Y"A I' L'--';' L ...:,.,.:.... .....:....:' ~~" ADJUSTING RINGS AS ::::::::::::, :::::::::::: REQUIRED. (2 MIN., 4 MAX.) . . FULL BED OF MORTAR .... BETWEEN RINGS-MORTAR ...' OUTSIDE OF RINGS ~ !J . ." '",' ',', '. .~ .' . . . . '.00' ,,/"' 27" PRECAST CONCRETE CATCH BASIN PER ASTM C478 '" , " ,&. ';' .' .00', . ,if'. .: ~ ,4: . ~, 4,' . '. ~. : ,< 'A . . '.\ ... SLOPE GROUT 1 "/FT. TOWARD DRAIN PIPE ,~ >C . .~, 01 ~1 FLOW " ~ ":':':':':':':.::.:.:.,':.:.:.':' ',.', ',.', . , ; ..~:: ~",'~> <:'. :~.~ :::.. . ":: '. ':'~' .<',. ~ :>~.; .>&> :.:' ~> .'r~.. .::~.' >. $~ '.' .~~ ..'r ',<& ,9 m'*' :" " ; .... . . " '", <6,... <<'.i!,', (> f) '5 ~.. - + ~ 48" I.D. SEE PLAN FOR PIPE SIZE AND INVERT NOTES: 1. ALL FIRE HYDRANTS SHALL BE PAINTED PER CITY REQUIREMENTS. 2. TOP OF FIRE HYDRANT DESIGN ELEVATION SHALL BE 2.5" ABOVE FINISHED GRADE. 3. TOPS OF VALVE BOXES SHALL BE SET SO AS TO PROVIDE 12" UPWARD ADJUSTMENT. 4. COMPLY WITH CITY OF CHANHASSEN STANDARDS. 5. FIRE HYDRANTS CAPS TO BE CHAINED. PROVIDE PENTAGON NUT ON CAPS. 1. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER FOOT OF HEIGHT. 2. ALL STORM SEWER PIPING RUNS SHALL USE RESILIENT RUBBER JOINTS AT PIPE CONNECTIONS TO CATCH BASINS FOR WATERTIGHT CONNECTION PER PLUMBING CODE. (6\FIRE ~ HYDRANT AND GATE VALVE NO SCALE Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers. Inc. 1 I 2 I 3 141 5 CATCH BASIN NO SCALE I 6 I 7 I 8 ~~'\ ~<<...~ ~<? S)O ~o~ 0 6V ~vc(;) ~ o~ :;lV c,<<... 0 <<...<V ~/, So I IV/~u~ 1..0 ~\~ 2" WASHED COARSE AGGREGATE 12" THICK MINIMUM (;) CoO 000 00 0 D 0 ~oo o Oc Cf: 00 400 !;l00 00 ~GRAVEL C60Q CONSTRUCTION ENTRANCE NO SCALE 1.25 Be MINIMUM I I ec NOTE: THE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL UP TO A HEIGHT EQUAL TO ONE SIXTH THE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH OF THE BEDDING MATERIAL BELOW THE PIPE IS A MINIMUM OF 3" FOR 27" DIAMETER AND SMALLER PIPE, 6" FOR 66" DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE REMAINING EMBANKMENT MATERIAL IS LIGHTLY COMPACTED. ) I) rCOMPACTED \1 / GRANULAR 1 /6 B~ \. j MATERIAL lTi ~ I 111,:"'<' ':>.'::~ . ".:.:: ':'.'/\ JT--III:111rfl "'0 II .::';./ :;: ' '. ,:'; '" :':~' ,. t<,,' '.<.' ~I: 7""""""" ..:1,......-=-1'.;; ~:.\.'..;'~< ~ ," ~<::.,~". '":. .,'~ 1 , IJiTTllJiTTlllrrl~lllrT,llJifiWTTJ GRANULAR FOUNDATI0~3 CLASS C @CLASS C60Q C PIPE BEDDING NO SCALE o I ~ rTOP OF CASTING TO BE FLUSH WITH I FINISH GRADE AT PAVED AREAS; 1" "'-'- ABOVE FINISH GRADE IN LANDSCAPED J~---.L~" ":!.AREAS " ", ::: .:: - -2" ADJUSTING RINGS AS REQ'D. ~ (2-MIN, 4-MAX.) FULL BED OF ~ :"~ ~ ...'t ~\MORTAR BETWEEN RINGS-MORTAR ~'. ',., .' OUTSIDE OF RINGS .. , '" : : 27"(/) '..~:", MANHOLE FRAME AND COVER-ST 04 .. :' . U.N.O. '1 . . SEE SCHEDULE WITH MACHINED ,.~., BEARING SURFACES AND 2 , ':.,.. CONCEALED PICK HOLES OR APPROVED EQUAL <<,~ (<..... ~. . :'~ .4 & ..&:16 ,{ 1",6,' .' PRECAST CONCRETE MANHOLE PER ASTM C478 ~ . q \\:~ rt ',: :.. .';,:.~ '--STEPS-NEENAH R-1980E :,~',~ ALUMINUM @ 16"0.C. '. (DOWNSTREAM) ~/'~ALL BUTTED JOINTS .~ .; BETWEEN SECTIONS ..... SHALL HAVE "0" RING ~ ." ~. RUBBER GASKETS Cl w 0::: :::> o w 0::: U1 <( .' ~'. , :~, ,,,,>4 ,", ~. ~ ~ \: 48" U.N.O. ~ ,',),: . "*~ . "" -- -SEE PLAN FOR PIPE I'. .... ...........,..,,, .:. '.' .,..~.... ..,'. . '. '. 'I .. ...... '. *' . " " ' . ' " .'. . , ~ . . '. . .1. .... . .~ . -: .:. : ... :' .'. '~~..".....: <'. ":! ,*~ .'<. .01.~' '~.:' . ;s., , ,,: ~,,;~ :.;,. ::..~ .:. '. .... ' AA ',1':. .,~~ . r-SLOPE 2" PER .~,.. ' V( FOOT ::~ ~."i 8" PRECAST OR ~.t~.:::::: :::;V:...<~ .)/:, .. r G.I. P. BASE I~ "" . .: .. :~ ":" .~., . . .' '. '.: ,~' ~. .' A.:; ,..:': oJ .. ..' .1 I, :.,' ~~' ":', .~,~ ,~~. . ~.'. :~. '..~': ~:,' ~~ ;".. '~:: ~':.: .~~. '., >.. ~ ': . ;'>$1 . ~'." : '~:I NOTES: 1 . MANHOLES 8' OR DEEPER - THE PRECAST SECTION IMMEDIATELY BELOW THE CONCRETE 2. SECTION SHALL BE l' -0" HIGH. 3. PROVIDE STEPS IN MANHOLES OVER 4-0" IN DEPTH. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF 4. NOT LESS THAN 0.12 SQ. IN. PER FOOT OF HEIGHT. PROVIDE SNAP-IN BOOT AT ALL SANITARY SEWER CONNECTIONS TO MANHOLES. fW\STANDARD SEWER ~ MANHOLE NO SCALE I I 7 8 _WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com z w en en <C :r: z <C :r: <..) PROJECT NO: DRAWN BY: CHECKED BY: SHEET TITLE: E PIERCE PINI & ASSOCIA TES 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 ~ , I " . , , ~ ~ ~ I I D ,': ....:: -.:: ;.: :>.: -:, .\/:V " ... ..... ',:.: ',':',:. .~.,....:: /::. ';'.~. ;'::. .:.. .,.:,: ';. ::1, ''::.': ...: '.. ,...'; .,'.'., '.., . : ,(' " . '.' ." ~.' '.' .',"', '" I . ,: ",.' , ", ..' ..... "'" .' :'. .' .' '" ". . ' , ; <::;:,..~. ,.". .c < <.: ..':. :<. '<. :.::.':: ~~IL..' ':""': ,..~' ;,;, ;;,< .::. . :,' : ;:::.: STAKE DRIVE~----""":7 THROUGH LOG I '. .' ,,{" '0,"'", ,', . ",' ". ",' ./'" ", '. @COIR C60Q ~SHALLOW C60Q , ! ~ o en w z z ~ ~ z o - I- <C I- en UJ c::: => l- t.) => c::: I- en C.9 z - ~ c::: <C a.. z w en en <( :r: z <( :r: o ~ c B $: w :> w z 0:: 0 z i= <( a.. ...J i:t: a.. () W en I- w en 0 ~ (J) o W ~ ~ 2> 0 ...... o w o ~ z ~ 21-3590.00 KTG RSP A CIVIL DETAILS C600 m o o ~ ~ "- o 5 to ~ a. ~ ~ ~ C) z ~ ~ ~ a. z L.I.J (/) (/) ~ :J: Z ~ :J: U ..... (/) z ~ ~ ..... ..... (/) ~ :J: ..... :::::> o (/) ~ N o I m ~ m o o ~ (/) ~ L.I.J C ...J o L.I... ..... U L.I.J ..., o ~ ~ ~ z > L.I.J ~ ~ ~ to ..., o N o ....... ~ C vi ...J ~ ..... L.I.J C ...J > U I 1 2 AI E o I (0 (2) FRONT FACE OF CURB PLAN VIEW OF DIAGONAL RAMP 50%-65% OF ~ BASE DIAMETE~/5" r-1~'/ " DOME SIZE 15"(TYP ) 1n"-~'\l rn "1 ij"(TYP')\=~<D DOME SPACING @ D @PEDESTRIAN C601 RAMP CURB 1.5" BITUMINOUS BINDING COURSE MNDOT 2350, (LVNW3 035B) 1.5" BITUMINOUS WEARING COURSE MNDOT 2350 (LVWE35035B) BITUMINOUS TACK COAT PER MNDOT 2357 c 1 111==111==1 I 1---:1 11==11 1==111 I 'COMPACTED SUBGRADE PER -I GEOTECHNICAL REPORT BITUMINOUS PAVEMENT DETAIL NO SCALE BRICK INDUSTRY ASSOCIATION 11490 COMMERCE PARK DRIVE RESTON, VA 20191-1525 PHONE: (703) 620-0010 FAX: (703) 620-3928 www.bia.org B MORTARLESS BRICK PAVING - CONCRETE BASE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. A SUBGRADE CONSISTING OF GRADED AGGREGATES MAY BE REQUIRED WHEN SUBGRADE CONDITIONS ARE POOR. 4. THE THICKNESS OF EACH LAYER DEPENDS UPON THE IMPOSED LOADS AND PROPERTIES OF EACH LAYER. 5. PAVEMENTS SUBJECTED TO VEHICULAR TRAFFIC MUST BE DESIGNED TO ACCOMMODATE THE WHEEL LOADS. 6. CONSIDER THE EFFECTS OF FROST BEFORE INSTALLATION. 7. THE BEST WAY TO OBTAIN DRAINAGE OF THE PAVEMENT IS TO SLOPE THE PAVING SURFACE TO PROVIDE AS MUCH SURFACE DRAINAGE AS POSSIBLE. THE PAVING SYSTEM SHOULD BE SLOPED AWAY FROM BUILDINGS, RETAINING WALLS AND OTHER ELEMENTS CAPABLE OF COLLECTING OR RESTRICTING RUNOFF. 8. EXPANSION JOINTS SHOULD BE USED TO ACCOMODATE ALLOWANCES FOR MOVEMENT IN MATERIALS. EXPANSION JOINT FILLER MATERIALS MUST BE HIGHLY COMPRESSIVE & DURABLE. 9. MORTERED OR MORTARLESS BRICK PAVING MAY BE LAID OVER A RIGID BASE. 10. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISITwww.CADdetails.com/info REFERENCE NUMBER 400-003 A MORTARLESS BRICK @CONCRETE BASE C601 PAVING- NO SCALE 3 5 6 4 NOTE: TO COMPLY WITH THE AMERICANS DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD PLATE. WALK WIDTH PER PLAN 1/4"/FT. SLOPE .. NON-REINFORCED CONCRETE WALK COMPACTED _ I~ GRANULAR BASE ill===- COMPACTED SUBGRADE 1 . ~ INCH PERFORMED JOINT FILLER MATERIAL, MSHTO M213. 1 2. WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4' -0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OF PATH OF TRAVEL 3. PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE SHALL BE HAND FORMED TO FILL THE GAP. SECTION 3/8" : ~ " ~ ::::> : ~ ......z ~ 1 /4"R TYPICAL JOINT FILLER FULL DEPTH OF WALK 4. ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' -0" MIN. IN DIRECTION OF TRAVEL AND SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT (GRAY OR BUFF) COLOR WHEN THE ADJACENT SIDEWALK IS A DARK COLOR (RED OR DARK GRAY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR. CONTRACTION JOINT AT 5' O.C. MAXIMUM EXPANSION JOINT AT 20' O.C. MAXIMUM NO SCALE @CONCRETE C601 NO SCALE WALK & JOINT DETAILS , :1(;,.~ " " $ ; " ii'" .'.'~.,!" &i" " ~ -6 ': , :' .' ~ . . , ; ., "".<',:::,,*,,, ~ 8" UNREINFORCED ,'~',.'" ~:.':';:~, ~:";"":":." ':," PORTLAND CEMENT ~".:>:: :,":' > ~..:~ ~~'''':'''''~~ CONCRETE SLAB;': ....~':.~-:'<l.~..,:/ ,.~... ::"':(It~", ""~':' ",:'. ,':>o.",~";~'~"ill,':t'~"~: :', CONCRETE OR BITUMINOUS 12" PAVING AND AGGREGATE BASE, SEE PA 02 OR PA 03 FOR THICKNESS 2" 6" to ..................12" COMPACTED CLASS 5.................. . . . , , , , , . , . . . , , , , , .. .. .. .. .. .. .. : , 'BAS E (1 00% C R U SHE D . : .. .. .. .. . ' .. .. , . '..........: 'MNDOT 3138 "..., "....:' '.........., 11I1 l, I ,ill, < III ill, , < III, I 111I1111111111 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT '" (; 0', . '(; a~C: . Qo .' 0 1 ~1 9' : Z to- ~ 0, SLOPE NOTES: PROVIDE CONTRACTION JOINTS AT 10' O.C. MAX. IN BOTH DIRECTIONS CONCRETE @CURB & GUTTER C601 (B612) NO SCALE ~CONCRETE C601 PLANTING MEDIUM/INFILTRATION MEDIUM SHALL CONSIST OF 70% CLEAN SAND, 30% COMPOST MIXTURE, WELL BLENDED, SEE SPECIFICATIONS @CONCRETE C601 PAVEMENT NO SCALE MORTARLESS ~~~~~~:~:~~:~VING . .' .:.:.' . . '. SAND SETTING BED RIP RAP EXTENDED TO BOTTOM OF INFILTRATION GARDEN MIN4" CONCRETE BASE 12" COMPACTED CLASS 5 BASE (100% CRUSHED) COMPACTED SUBGRADE SUBDRAIN FILTER MATERIAL FINE FILTER AGGREGATE PER MNDOT 3149.2J 6" PERFORATED PIPE PER MNDOT 3247 WITH FABRIC SOCK 12" TYPICAL (MNDOT 3733, TYPE 1) TO WRAP AROUND FILTER MATERIAL GRASS BUFFER STRIP SEE LANDSCAPE PLAN FOR PLANTINGS AND SHREDDED MULCH SLOPE 3: 1 MAX TRANSITION CURB (0 I 24" UNDISTURBED AND UNCOMPACTED INSITU SOIL 24" ~ ...... CONCRETE CURB AND GUTTER SEE DETAIL 6/C60 1 CONCRETE CURB AND GUTTER SEE DETAIL 6/C601 ~CONCRETE C601 NO SCALE @INFILTRATION C601 GARDEN CURB CUT 1 2 Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers. Inc. 4 3 5 6 7 8 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com SEE NOTE 2 . :&"'.~, ", ".1" ",' . " . .<1' , ' , ~. . "', .' ".... I- E Q W= WIDTH OF SEALANT RESERVOIR 1/2" MINIMUN 5/8" MAXIMUM EXCEPT FOR 3/4" EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W T= DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR PAVEMENT LESS THAN 12" 10600 UNIVERSITY AVE NW, SUITE 38 COON RAPIDS, MN 55448 TEL 763.537.1311 FAX 763.537.1354 PIERCE PINI & ASSOCIA TES POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 SEE NOTE 2 ~ .:' : ,,~. '*....~,,:..< . '.~,~ ::"..,,: ' :: " ,i ,'.~;. Q NOTES: 1. SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2. TOP OF SEALANT WILL BE 1/8" TO 1 /4" BELOW TOP OF PAVEMENT. I- POURED JOINT SEALANT BACKER MATERIAL SEE NOTE 1 ~JOINT C601 SEALANT DETAILS D NO SCALE PLAN ~ 0 en w z z - ~ UJ Z c::: W => Z I-- en () en 0 => c::: c <C - l- I-- I <C en C.9 Z I- z <C en - ~ I c::: <..) <C a.. z w en en <( :r: z <( :r: 0 ~SLOPE PER GRADING PLAN 12" _ 12" ~ 2L- t ,( ,'r'. ~':,:"~~ ....~,:;;..;. "[::"'~:: .{~:,' , "". ' CONCRETE GUTTER WITH CONTRACTION JOINTS @ 5' O.C. MAX AND EXPANSION JOINTS @ 60' O.C. MAX VALLEY GUTTER NO SCALE B TOP OF POND VARIES PER EACH LOCATION, SEE GRADING PLAN $: w :> w z 0:: 0 z i= <( a.. ...J ~ a.. () w en I- w en 0 (J) 0 w c.b ~ ..... 2> 0 ..... 0 w 0 => en z ~ PROJECT NO: 21-3590.00 DRAWN BY: KTG CHECKED BY: RSP SHEET TITLE: A CIVIL DETAILS BOTTOM OF POND VARIES PER EACH LOCATION, SEE GRADING PLAN BOTTOM OF INFILTRATION MEDIA SHALL BE TO TOP OF DRAINTILE/STORM PIPE, SEE UTILITY AND GRADING PLAN NO SCALE C601 7 8 eta 16 Feather Reed Grass 197 Little Bluestem Grass 2-Gal 1-Gal Grass 11 Birchleaf S irea 3 Herita e River Birch 3-Gal 2 -Cal 6 alkers LoW Ne eta 1-Gal 10 Red Gnome Do Wood 11 Birchleaf S irea 3-Gal 3-Gal 2 Red Jewel Craba Ie 16 Feather Reed Grass 2 -Cal 2-Gal 1 2 3 ~v -- E I I I Multi Color Rock Mulch (1 1/2" - 2" size) (over poly) Multi Color Rock Mulch (1 1/2" - 2" size) (over poly) LoW Ne eta D F.D. SltlBlJE 11 16 Feather Reed 2-Gal 11 Birchleaf S irea 3-Gal 12 irea Con crete 0) 0 28 Feather 0 ~ """" C "- 0 "l"""" 8 Gro- Lo (.I) ~ 1 Red JeWel Cl d 0 0 C".l ~ Cl 7 Z :::::> 16 Feather 0 (D W I- en I a... C".l "l"""" 0) 0 ,/" Cl <( () 0 I- :::::> :> Cl W I- <( W ~ () B en () I a... <( ~ (.I) Cl Z <( en (.I) Z ~ <( ~ ;? a... ~ <( ~ Z W en en <( I Z <( I () ~ en LoW Ne eta PLANT SCHEDULE Broadleaf Deciduous Quantity Symbol Scientific Name Common Name Planting Size 3 (j;) Quercus bicolor SWamp White Oak 2 1/2"-Cal 5 ~ Syringa reticulata Japanese tree lilac 6' B&B Clump Form 3 0 Malus 'Jewelcole' Red JeWel Crabapple 2" -Cal 9 0) Betula nigra cv 'Cully' Heritage River Birch 2"-Cal Conifer Evergreen Quantity Symbol Scientific Name Common Name Planting Size 8 ~\II"<<; Picea glauca densata Black Hills Spruce 6' B&B U 8 0 Juniperus chinensis 'Mint julep , Mint julep juniper 5-Gal Perenn ial Quantity Symbol Scientific Name Common Name Planting Size 30 0) Nepeta faasenii 'Walkers LoW' Walkers LoW Nepeta 1-Gal 22 0 Hemerocallis 'Hyperion' Hyperion Daylily 1-Gal 33 0 Hemerocallis 'Chicago Apache' Chicago Apache Daylily 1-Gal 124 0 Calamagrostis 'Karl Foerster' Feather Reed Grass 2-Gal Shrub Quantity Symbol Scientific Name Common Name Planting Size 74 0 Spirea betulifolia 'Tor' Birchleaf Spirea 3-Gal 74 0 Rhus aromatica 'Gro-Low' Gro-LoW Sumac 3-Gal "l"""" o Oen .en A C".l_ "l""""Z o~ O)w ~:::::> 0)l.1... 01- 01- C".lW ~ I~ <( 0(.1) o o .~ ga... Ot"'- ~C".l I .. ,/"~ :It<) 8 ~~~~~~~~E PLAN 4 5 6 7 8 D WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com E HAY DOBBS ARCH ITECTU RE URBAN DESIGN PLANNING INTERIORS www.haydobbs.com ~ ~ ---0 L ~ Ul '? ~ ~ u.s. Bank Plaza 220 S. Sixth St., Suite 165 Minneapolis, MN 5 5 4 0 2 - 292 9 Tel. 612.338.4590 Fax. 612.337.4042 , I ~ ~ ~ Hills S ruce Rain Garden (see schedule) Shredded Bark Mulch o \f.:S\ ~~\~ 01(..1(..\ S\\~ C) <C I- 0 en w z z - :?i W Z 0::: W ::::> Z I-- en () en 0 ::::> 0::: C <:( - l- I-- lJ- :r: <:( en c.9 Z I- z <:( en - ~ :r: 0::: t) <:( a.. z w en ..lL GAS en <C :r: z <C :r: t) LANDSCAPE NOTES: RAIN GARDEN PLANT SCHEDULE 1. All plantings shall be true to name and size in accordance With American Nursery Standards. No damaged or scared trees or shrubs Will be accepted. 2. Planting Soil shall be a mixture of 1 part peat, 1 part soil and 1 part sand. 3. All plants shall be guaranteed for one year from the date of acceptance. The landscape contractor shall replace any dead or damaged plants at no additional cost to the oWner during the Warranty period. 4. All trees shall be staked and Wrapped as shoWn in details. Plant Size: 6-Pack Plug Spacing: 6 inches on center Grasses: 50% of total rain garden plant material. 30% Little bluestem (Schizachyrium scoparium) 10% Prairie Dropseed (Sporobolus heterolepis) 10% Fringed brome (Bromus ciliatus) 30% Switch grass (Panicum virgatum) 20% Big blue stem (Andropogon gerardii) B 5. All trees in sod areas shall have a 4" deep shredded bark mulch maintenance bed, 5' in diameter. FloWers: 50% of total rain garden plant material. 5% SWeet Flag (Acorus calamus) 5% Leadplant (Amorpha canescens) 5% SWamp milkWeed (Asclepias incarnata) 5% New England aster (Aster novae-angliae) 5% Azur aster (Aster oolentangiensis) 5% Joe-pye Weed (Eupotorium maculatum) 5% Boneset (Eupatorium perfoliatum) 5% Grass leaved goldenrod (Euthamia graminifolia) 5% Common ox-eye (Heliopsis helianthoides) 5% Meadow blazing star (Liatris Iigulistylis) 5% Mountain Mint (Pycnanthemum virginianum) 5% Great blue lobelia (Lobelia siphilitica) 5% Pale Lobelia (Lobelia spicata) 5% Yellow conefloWer (Ratibida pinnata) 5% Black eyed susan (Rudbeckia hirta) 5% Green headed conefloWer (Rudbeckia laciniata) 5% SWamp goldenrod (Solidago uliguinosa) 5% Blue vervain (Verbena hastata) 5% Golden alezander (Zizia aurea) 5% Culver's root (Veronicastrum virginicum) s w :> w z c:: 0 z i= <( a.. ....J 0:: a.. t) w en I- w en 0 0') 0 w cO ~ ....... 2> 0 ....... 0 w 0 ::J en z ~ PROJECT NO: 21-3590.00 DRAWN BY: CHECKED BY: SHEET TITLE: LANDSCAPE PLAN 6. Sod shall be cultured Kentucky Bluegrass free of Weeds and clumps. The landscape contractor shall water and roll the sod at the time of installation to assure a smooth surface. All sod on slopes greater than 3 to 1 shall be staked. Any sod damaged due to sliding shall be replaced by the landscape contractor. 7. All shrub beds and areas indicated as receiving shredded bark mulch shall receive a 4" deep layer of shredded bark mulch. 8. All areas Where sod and mulch touch shall have valley vieW poly edger as shoWn in details. 9. All planting islands in parking areas and ground cover beds shall have a minimum of l' deep planting soil installed. It Will be the landscape contractor's responsibility of remove any existing construction debris and existing soil to provide neW planting soil in these areas. 10. All product substitutions must be approved by oWner, general contractor or landscape architect prior to installation. A 4 0' 30' 60' N --- C9 1" = 30' -0" 8 L 100 1 3 Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. 7 2 5 6 ~ a... "T""" "T""" o o ~ 0) o o ~ ~ "- a "T""" e:> ~ Cl "T""" --.J l.1... a... o ~ :> C/) I- W W I ~ Cl <( () o I- :::::> :> Cl W I- <( W Ck:: () C/) () I a... <( Ck:: e:> Cl Z <( C/) e:> Z ~ <( Ck:: ;? a... ~ <( Ck:: Z W C/) C/) <( I Z <( I () ~ C/) "T""" o o ~ A o 0) 3-- 0) o o C'l I~ aZ aCk:: OW d2 o o I- 0) I- ow 1Ck:: /Ck:: .. <( Ie:> 1 2 3 4 5 6 7 8 E /' /' /' /' /' /' /' /' /' =S::::~~~~~~"':::::.s=:"'~ /'/' --------- < --- -./ "- n " / \ U \\ \ \ \ \ \ \ \ I I I ARCH ITECTU RE URBAN DESIGN PLANNING INTERIORS ...c /' --- / / / / I r I \ \ \ \ \ \ \ \ \ \ \~ WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com o E I 10 1 1 1 1 1 1 HAY DOBBS I I I 2 3 9 10 11 www.haydobbs.com U . S . Ban k Plaza 220 S. Sixth St., Suite 165 23' -0" 23' -0" 22' -3" 22' -3" 22' -3" 22' -3" 22' -3" 22' -3" Minneapolis, MN 5 5 4 0 2 - 292 9 Tel. 612.338.4590 Fax. 612.337.4042 D , D I ~ ~ . EI 0) I ,.... I I I I <( II I I- STORAGE 0 I en w I z . I z 0 - I ~ b II co W I z 0:: I w ::::> Z I-- II en () I en 0 ::::> C I --+ 1 F.D. t 0:: C <:( - l- I-- I :r: <:( en F.D. (9 Z I- z <:( en - t/; ~ o 0 :r: 0:: =-~ !/; t) <( BOLLARDSt lYP. ~ a.. . z 0 W I ENTER/EXIT PREFINISHED METAL b en co ENTRANCE CANOPY en RETAINING WALL <( PREFINISHED METAL SITE BENCH I SUNSHADE ABOVE CONCRETE PLANTERS Z CONCRETE PAVERS (lYP.) <( CANOPY- I PASSENGER t) EJOT LOADING/UNLOADING CONCRETE PAVERS (lYP.) CURB INLET W/RIP RAP RETAINING WALL B ,.... B ---------- CONCRETE SITE PLANTER (lYP.) s w :> w z c:: 0 z i= <( a.. -l (2 a.. t) W en I- w en 0 ONCRETE PAVERS (lYP.) WOOD TRELLIS CONCRETE SITE BENCH CONCRETE PAVERS (lYP.) STAIR B/CLOCK TOWER CONCRETE PAVERS (lYP.) RAIN GARDEN SEE CIVIL & LANDSCAPE 0') o w cj? ~ o 0 ....... (( CURB INLET W/RIP RAP ) o w o ~ z ~ MARKET STREET 21-3590.00 ~ PROJECT NO: DRAWN BY: CHECKED BY: SHEET TITLE: GROUND FLOOR PLAN A (2) ~C~~~/~~1.~~OOR ot 8t 16t 32t N --- C9 1/16" 1 ' -0" 8 A210 PLAN Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. 1 4 2 3 5 6 7 ~ ('l ~ o aD m o o ~ 1'0 "- a "T""" C) ~ Cl ~ --.J l.1... a... "T""" ~ :> C/) I- W W I ~ Cl <( () o I- :::::> :> Cl w I- <( W (:k:: () C/) () I a... <( (:k:: C) Cl Z <( C/) C) Z ~ <( (:k:: ;? a... ~ <( (:k:: Z W C/) C/) <( I Z <( I () ~ C/) "T""" o o ~ A o m 3-- mC/) OC/) 0- ('lZ (:k:: I~ 0l.1... 01- 01- .w O(:k:: O(:k:: ~<( 0C) I /. ..~ I a... 1 2 /' /' /' /' /' /' /' /' ~~~~~~~""'=Sl /'/' ---- ./' -- -- -../ "- a "- / \ U \\ \ \ \ \ \ \ \ I I I E I I I /' /' / / I I r \ \ \ \ \ \ \ \ \ \ \ \6 D a 0) I a o I b CO c a o I b CO B CONCRETE SITE PLANTER (1YP.) ONCRETE PAVERS (1YP.) STAIR B/CLOCK TOWER 2 3 23t _0" 23t _0" 22t _3" 81 IH] IHHHHHHHHHHHHHHI .11 I .........................1 ..........................1 HHHHHHHHHHHHII 1 ..........................1 III IHI ==i ! 1_ __=___--1L=_____ I ] -------,~------ I :. .:i I I ENTER/EXIT I 10 1 0 1 1 1 1 1 22t _3" 3 4 5 6 7 8 ~\\\\II$% ~ ~ ~ ~ -+- === - 9 10 '=: ~ \\\ '\' ~\ 1/ 11/;/ ~ ?;/ ~ ------- ~ - 11 22t _3" 22t _3" 22t-3" 22t _3" 23t _0" ~ ~ := + ~ 1 ~ ~ ~ ~/I\ \\\~ -+- ::;::::: -- -:;:/ ~ ~I!;II \ \~~ ~\\\\IIIIII!I;/ ~ ~ ~ Y" ~ x --- ~ :::::: ~ '--. ~I!;/II\\~~ 1 5 1 6 PREFINISHED METAL ENTRANCE CANOPY CONCRETE WALK II II II II II I .1............. I . ....... ... II / .......... ......H ... / II --- ,. 11../ I I H.H.. .. i I ilim/i~ II 0 II 1/ // /1 . I / .. >...) PREFINISHED METAL SUNSHADE ABOVE CONCRETE PAVERS (1YP.) RETAINING WALL SITE BENCH CONCRETE PLANTERS CANOPY- PASSENGER LOADING/UNLOADING CONCRETE PAVERS (1YP.) CURB INLET W/RIP RAP RETAINING WALL BOLLARDS. 1YP. . ' . . . . . ' . . . . . ' . . . . . ' . . . . . ' . . . . . ' . . . . . ' . . . . . ' . . . . . ' . . . . .. .. . ' . . . ' . . . . .. .. . ' . . . ' . . . . .. .. . ' . . . ' . . . . .. .. . ' . . . ' . . . . .. .. . ' . . . ' . . . . .. .. . ' . . . ' . . . . .. .. . ' . . . ' . . . . .. .. . ' . . . ' . . . . .. .. .---- -.--- ......................................................................................L~~- ~~ WOOD TRELLIS ~ CONCRETE SITE BENCH (( 8 ;C:I~ ~/~6~1'~~OOR PLAN . . . .' . . ..'.. . ' .. . ..'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . . . . . ' .. ....'.. . ' .. ....'.. . -.---.-----.---.--- WOOD TRELLIS CONCRETE SITE BENCH CONCRETE PAVERS (1YP.) RAIN GARDEN SEE CIVIL & LANDSCAPE ) CURB INLET W/RIP RAP MARKET STREET WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com E HAY DOBBS ARCH ITECTU RE URBAN DESIGN PLANNING INTERIORS www.haydobbs.com u.s. Bank Plaza 220 S. Sixth St., Suite 165 Minneapolis, MN 5 5 4 0 2 - 292 9 Tel. 612.338.4590 Fax. 612.337.4042 , I ~ ~ D <( I- 0 en w z z - ~ W Z 0:: W ::::> Z I-- en () en 0 ::::> 0:: C <:( - l- I-- I <:( en (9 Z I- z <:( en - ~ I 0:: t) <( a.. z w en en <( ~\ I ~ Z ~ <( ~ = I =;::::::: ~ t) q/j 3 4 0' 8' 1 6' 32' N --- C9 1/16" 1'-0" 8 CONCRETE PAVERS (1YP.) Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. 1 2 5 6 7 B s w :> w z c:: 0 z i= <( a.. -l (2 a.. t) W en I- w en 0 0') o w cj? ~ o 0 ....... o w o ~ z ~ 21-3590.00 PROJECT NO: DRAWN BY: CHECKED BY: SHEET TITLE: SECOND FLOOR PLAN A A211 1 4 2 3 5 6 7 8 1 10 1 1 12 13 14 15 16 2 3 4 5 6 7 8 9 WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com /::PR~FINISHED M EF- AL CAP NEIPN TUBE L1GHT"ING ./ v' .....-----PR ~FINISHED MElAL /" WA"""L PANEL v/ PREFINISHED METAL ~ SUNSHADE (FACE BRICK - 1 BUILDING SIGNAGE ~BUILDING MOUNTED uuuuuumuluuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu~uuuuuuuuu / DECORATIVE LIGHTING FACE BRICK uuuuuuu~:.<uuuuumuuuuuuuuuuuuuuuuuulmlr:::::::::::::::: SC R EEN WALL ~~ t=~~~~~~n~A~r~(~ r~ ~ ~ ;~~~: ~ .. ~..~" !-: ;OUTH NEST T AN~ I ' ~,,< " V ~ - ,HH.f Hm~Hm '--~ K ~ ~ ~:) ~ ~ ~ ~ ~ ~ ~ K ~ ~ ~ ~ ~::: _ ~ '--"-'--""I-~I Sol' ~:rt:S::~::K:;:K:r ~ .-j' f:I~ '-PRECAST SILL, TYP. FACE BRICK 1 BOLLARDS, TYP. PREFINISH METAL COPING:~ /-PREFINISHED MElAL CAP ((-PAINTED STEEL IIN PAINTED STEEL FIN-\\ FACE BRICK - 2~ \ / /-PREFINISHED MElAL /f1-EIFS CAP EIFS CAP-~\ '\ \ ---------------- -------------------------------------------------- --- ---------------- ---------------- -------------------------------------------------- --- PRE$~~E~A~~16~N:~ ~ .v ,< . ." .'. ..J .... '.' ............ ~ ~ ".;.;'.;'./ ".,;.;.;''' ,.',.:).';:' "Y;{/.:J; 't,:.:,.F>;,{:'~;};?~' ", B.;~,'<:cJ(;,';~~~~;i:l;::t.:F;,.., 'l.: ;i.:h;:0Sii:;; ,t.t.;::)':/7;'P:;, ~ ~<~IC..'A.'.'S'."T.~'" <S:.::}P""A" \', ':':2'N"'<""D':"::R:' E'.~L':") '<'.<.... ~ = pFfEC~T4.HEAD (TYP.) -~ R~g~TSfP~~RE = = "':<'f::';':f':;~.;' ==- ~=I' ',:"'. .......... \ .. = -= PREFINISHED METAL;i:~~~~~~~~~~~ - f 1>. :~~~~~~~~~~~~~~~~:D~~~~~~~~~~~~~~~~~ ~ "'> ~~ ~ ~ ~SAND BLA~: "'~'~"::<.~j;'~:::Y:":':;" ..:<,;:~,.:~:>;.:,\);<; ;';,.\i>,:;::'::;;,:::'.':":; :::::::::::::::: I:::::::::::::::: ~<<:']~::'0.<:';.:':...../..~.:,';;\'li:;..:~.' ::::::::::: ::: ENTRANCE CANOPY ==-- == ~ A - . I';'" ...;t'c','..'. > ,'{C<",,'.,/, ".;;;ll'lt4j$Ff:'(~), .," ."",",":1."'<::',,,", ',::e\" C,' ','/ - ...". ..."7\",.."..,;",:....'.,'".,.., -- --- ;~R~ (LOWER) FACiUBR~;;~~PRECAS~o~~~02~E T~f:;;;F::~ _i f~- -:::;;E T~f~~~V~C:=~ ~q~I;:P- ~~=t~~L~~::7P') DECORATIVE LIGHTING PLANTER (TYP.) 17 18 19 21 20 22 23 E E CANOPY SUPPORT PIER/CABLE FACE BRICK SCREEN WALL HAY DOBBS m fib ARCH ITECTU RE URBAN DESIGN PLANNING INTERIORS r1 r1 I ~:~~;m ::::::::::::::::::::::::::::::::::'li IZ::: i \=::::::::::::::::::::::::::::::::::::::: ::::::::'liIZ::::::::::::::::::::::::::::: ~~~""';.~.;..~...~';'\.-.~n~';~~L~~: " ,,:s.::-i So. ~ ~ :;: ~:::~::::$.. ~__.~ "''''__;:'__~'':'I'' s..-s-_s._:;:_,~...~....,,~....~........x ~::::~::'''''-:K:$-~~::~::-''.:r:-~~--;:.--'''''''~--''' '''; ;~;;;;;;;~;;; Hm~W1j WmYHlf; H:H~Hm: nl1Tmn l1~t:~~:~ ~,Ul -~-~-l:;_L~--~_;_~ ;:~ ~:~ : S ~ K ~ ::r ==r~"~"<'K ~,~:F -LI~..L~,K K,R ~:r ~=~!=~==~==~;_~=:~., t--X ~__~__;:.__~'-_~__.'>._~ l=:t~:==s ~ t 1 ~__'\. ;.\..\;:.__,,__:L\__~ ~ ~"s ...l""S--""~'~ :'I:s.. ..~ s \ ~PRECAST MEDALLI~~g~c~~HpLANTERS '--~ETAINING WALL J.~ ~ H i:~, ~:::~;:~ E~ : ~; i i ~ ;tc~~~-~-;'Tt-;t l=h::~ ;0; r~~ r~::s__:'I__:s.. :-,--~ ;:~ I-,,--<--,--'--,--K y--~ CANOPY PASSENGER LOADING/UNLOADING www.haydobbs.com u.s. Bank Plaza 220 S. Sixth St., Suite 165 Minneapolis, MN 5 5 4 0 2 - 292 9 Tel. 612.338.4590 Fax. 612.337.4042 I , ~ & @: I I SOUTH BUILDING SCALE: 1/16"= l' -0" ELEVATION PREFINISHED METAL CAP NEON TUBE LIGHTING PREFINISHED METAL WALL PANELS ICK - 2 D D EIFS CAP STAIR B/CLOCK TOWER BEYOND -$ ~P T.O. WALL 44'-8") PRECAST WALL PANEL VENEER BRICK -1 -$ TIER 4 (UPPER) 134' -0" PRECAST HEAD (TYP.) PRECAST SILL -$ W ~~tI:~) (1YP.) PRECAST SPANDREL SMOOTH/SAND BLAST FINISHES (TYP.) -$ TIER 2 (UPPER) 111'-4" WOOD TRELLIS EIFS CAP PRECAST WALL PANEL VENEER BRICK -1 BUILDING SIGNAGE PRECAST SPANDREL SMOOTH/SAND BLAST FINISHES (TYP.) PRECAST HEAD (TYP.) PRECAST SILL BANDING (TYP.) <( I- o en w z z ~ BUILDING SIGNAGE PREFINISHED META ENTRANCE CANOPY w 0::: :::::> l- t) :::::> 0::: I- en (9 z - ~ 0::: <( c..z w en en <( I Z <( I o z w en en <( :r: z <( :r: t.) ~ ~ '--CANOPY SUPPORT PIER/CABLE ~DECORATIVE METAL FENCE/FACE BRICK SCREEN WALL RETAINING WALL CONCRETE PLANTERS CAN 0 PY- PASSENGER LOADING/UNLOADING FACE BRICK - 1 -$ TIER 1 (UPPER) 1 00' -0" LO "'l"""" z o - I- <( I- en . . LO FACE BRICK - 1 FACE BRICK - 2 FACE BRICK - 1 CONCRETE SITE PLANTER (TYP.) EAST BUILDING SCALE: 1/16"= l' -0" . . "'l"""" 0> o o ~ l'0 '-. o c c ELEVATION ~ "'l"""" PREFINISHED METAL CAP PREFINISHED METAL WALL PANELS STAR B/QLOCK TOWER l f'[AGAOLE PREFINISHED MitrAL SUN S HlAD ~um~~~uuuuuuuuuuuuuu BUILDING MOUNTED i SIGNAGE (48"X32") r- C) ~ Cl c:.; Cl --.J CD I w o o LO <( /" en I- w W I ~ Cl <( () o I- :::::> 5 Cl W I- <( W ~ () en () I a... <( ~ C) Cl Z <( en C) z ~ <( ~ Cl /" a... ~ <( ~ Z w en en <( I Z <( I () ~ en EI FS CAP PRECAST WALL PANEL ',y~m uumuuuuuuuuuuuuuuuuuuuuuuuuuu,,: VENEER BRICK -1 - MONuMENT SIGN FACE BRICK-1 -$ ~p T.O. WALl. 39' -Ow BUILDING NuMBER SIGNAGE: ~" THICK LASER CUT ALUMINUM CHARACTERS. 1" ALUMINUM STAND-OFFS. COLOR ANODIZED FINISH. HELVETICA TEXT ~ TIER 4 (LOWER) '" 128'-4" PRECAST HEAD (TYP.) PRECAST SILL & BANDING (TYP.) ~ TIER 3 (LOWER) '" 117'-0" I I f--~'-o" ----t 1-- - - - - - - - - - - --I L____________..J -$ TIER 2 (LOWER) 105' -8" -$ TIER 1 (UPPER) 1 00' -0" -$ TIER 1 (LOWER) 94'-4" B B PREFINISHED METAL ELEVAf~CJ~ PRECAST CAP FACE BRICK - 1 PRECAST CAP FACE BRICK - 1 BUILDING SIGNAGE PREFINISHED METAL 12" HIGH LETTERS ENTRANCE CANOPY MONUMENT SIGN ELEVATION SCALE: 1/4"=1'-0" WEST BUILDING SCALE: 1/16"= l' -0" s w :> w z a: 0 z i= <( a.. -l c::: a.. () W en I- W en 0 Gf 16 15 13 10 4 9 8 7 6 5 3 2 18 17 21 19 23 22 20 T.O. CAP 154 -6 -$ T.O. WALL 149'-4" -$ T.O. WALL 144'-8" RAMp LIGHTING BEYON D (TYP .) , ' ,~PAINTED STEEL TRELLIS, ^ BEYOND '- ----------------------------.....--------------------------------------------------------------------~-:--------------------------------------------------------------------......--------------------- ---------------- --------------------------~I.-------------------------------------------------------------------......----------------------------1 . * ].. 1.' J .. ~ . STAIR B BEYOND EIFS CAP PRECAST WALL PANEL VENEER BRICK -1 $ ~p T.O. WALl. 39' -Ow ----$ FIN WALL T.O. W L 149'-4" 0') o w cj? ~ o 0 ...... ~ I, EIFS CAP rRAMP LIGHTING '" BEYOND (TYP.) ----------------------------------------------------------------------------, \....................... .---------------------------------------------------------------------------- 'I PRECAST WALL PANEL VENEER BRICK -1 ti w o ~ z ~ -$ T.O. WALL 137'-4" 21- 3590. 00 PROJECT NO: DRAWN BY: CHECKED BY: SHEET TITLE: BUILDING ELEVATIONS PREBAS: BEAa \HP.~ uuuuuuuuuuuuuuuuuuuuuuuu:gREeAS:f:uuSn;,:Euuu uuuuuuuuuuuuuuuum u uuuuuuuuum uuuuuuuuuuuuuum:&:uu8AMDlfilGum€:p(p.Jum uuuuuuuuuuuuuuuu _ m "'l"""" o o ~ "'l"""" o 0> o /" 0> en Oen 0- ",Z ~ IW :::::> 0l1... 01- 01- .w O~ O~ g<( OC) I /. ..~ I a... A A :\ ~" "... ~ "S"':::~~ ~ "S...~ FACE BRICK - 1 PRECAST MEDALLION FACE BRICK - 2 $ TIER 2 (LOWER) 1 05' -8" $ TIER 1 (UPPER) 1 00' -0" ~ TIER 1 (LOWER) ~GL g14'-4" 16' Mt.1 AL RETAINING WALL W/PRECAST CAP (TYP. ) CANOPY SUPPORT PIER CAN 0 PY- BEYON D FACE BRICK SCREEN WALL W/PRECAST CAP DECORATIVE METAL FENCE PRECAST CAP FACE BRICK - 1 32' FACE BRICK - 1 PRECAST CAP FACE BRICK - 1 PREFINISHED LOUVER A500 NORTH BUILDING ELEVATION SCALE: 1/16"= l' -0" Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. FACE BRICK - 1 1/16" 8 1 '-0" 1 4 2 3 5 6 7 ~ a.. " 1"1"') " o ~ m o o N ........... ~ "- a ...... ~ 3= o N o ......1 o ...... I ~ < o m L.(') 1"1"') /' I a.. < e::: ~ I to o /' z w Ul Ul < I Z < I U I I- 3= Ul I o o I o m L.(') 1"1"') I ...... N /' o E D c o .....J < Z o e::: z :::) o e::: :::) w .....J B A 1 0.... ..................................................................................... ~ """-::J"""'" """e"""'" """~""""- ",,,,,0,,,,,,,,, Z """(7')"""'" ~ c:::::::> ........................................................... ~. I@!!I ................................................................L.........~.......................................>>............................................ ~~kbtltl~ I I ~./ /lTI~ ,'.'. 1 L~ /~/~ ~ ( 2 ~~ tR~ ~~ F.D. 3 STORAGE SINbw l ! 1 4 LEVEL PARKING 420 STALLS ELECTRICAL II o I 1xl ...... ! . - " ~ ~", 8 6 ~" :.$-1""""""""""""""""""""""":'1'{'" 10 STALL I ~ SIZE II o I 1xl ...... ROADWAY 4 D LJ MI P ~ ~ ~ DECK RAMP I ~ -4Wi ~ F. .@ _ RAMP 1 ----oowNl ~ ~ 5 6 8 ////\// //!~._~. 1.-~\~7=:~tt'JZ", " 1 ,-'" ,,<,' a 0 ' 0 7, "-"'" """ . · ../ ./' /\"/ \> ' i !,I 'l",j/"~ x""'l /".,' ,,0 / //>"',....~'" "'''''' ,"',"" ~""""""'" ,/ it r"~" )1 ><" , "11.'''''. 0 $ '" /~'A/~ / """'"'' / ~, ",.",,""""""" ,," ~ /~t~/" )''''''''''',,,,,,,,,'/, $ / "-', ,.", ;' ,,'-.)"~ " / '/ J'''" 'v I, ",Jib'" / /' ' / '~7/!,. r','i .j , $ $ 0 " " '~*hN"'/l'" , ~. ~ .;- ... ~ ~ .. ,,~~. , ~""'"i / ' '" '''-'')~ "'"'''' / I /~I/~' / /fJl?J~/)S!~,,! , , , "~'" '% $ ",,,' tfo f 71/"'/~/}/,/( I' , , l' ", $ "", $ S ~ ;- ;/ /.~.............. :/ ::<...............;; l ~ ~ ~ <,;'.:" ......,"-..: $ 7 ;; , LAN ~ 51 CAP E ' F ' ,'"'' """"""""""""""'':''''''''' """':""""""'''''''''''''''''':'''' m""",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, I It-' I l Il ~ ~ I 0' ~ l 0' ~ ~ ~ l . , , '"''t'''''r::::I:::J'''''''}''' " '" ,~, , . ". ,. ,^",,,,,, "'''''''''''''"^'''''''''''''T"""""",,,,,,,,,,,,,,,,S,J,,D,,E,,W,A,,LJ('''''T'''''''""""""'\ I I I I I I I I I I I \ ~ I RAMP ~~ @ FLOOR ~LA~ 16' 1/16" = 1'-0" E Copyright 2009. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. WALKER PARKING CONSULTANTS 1660 South Highway 100 Suite 350 Minneapolis, MN 55416 952.595.9116 Ph 952.595.9518 Fax www.walkerparking.com TRANSFORMER D ~ c:::::::> D ~ 0 en w z z - ~ UJ Z 0::: W => Z I-- en () en 0 => 0::: C <:( - l- I-- I <:( en (9 Z I- z <:( en - ~ I 0::: <.) <( a... z w en en <( :r: z <( :r: <.) o ~ ~', ", ~ ) 1 2 3 B s w :> w z 0::: 0 z i= <( a.. ...J a:: a.. (,) w en I- w Ci5 Cl 0') 0 w cb I- ...... <( 32' 0 Cl ...... . Cl W 0 => en z ~ NOR TH PROJECT NO: 21-3590.00 DRAWN BY: CHECKED BY: SHEET TITLE: GROUND TIER/ A SECOND TIER STRIPING PLAN 4 AG-1 01 5 6 7 8