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4. Public Works Facility: Approve Plans and Specs CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us 4- - MEMORANDUM TO: Todd Gerhardt, City Manger ,'-"'" 0' '" ." ' 1,) FROM: Paul Oehme, Director of Public Works/City Engineer February 23, 2009 OV~' SUBJECT: Public Works Maintenance Facility Project 08-03: Approve Plans & Specifications; Authorize Ad for Bids DATE: PROPOSED MOTION "The City Council approves the plans and specifications and authorizes ad for bids for the Chanhassen Public Works Maintenance Facility Project 08-03." City Council approval requires a simple majority vote of the City Council present. BACKGROUND On January 6, 2009 the Planning Commission approved the site plan. On January 26, 2009, the City Council approved the site plan. DISCUSSION Staffhas been working with the architect and the construction management teams to complete final design for the public works facility. The design team has been meeting regularly with the public works staff to determine what should be included in the facility, layout of the building, site equipment and supplies. Attached are the layouts and renderings of the facility. Staff would like to review the final design with Council and receive feedback before the project is advertised. Final cost estimates for the facility are being tabulated and will be available at the Council Meeting. Bids are proposed to be received Thursday, March 19,2009. In all, 15 bid categories are planned to be received. There will be a pre-bid meeting at the project site, 7901 Park Place, on Thursday, March 5, 2009. The schedule calls for breaking ground on April 27, 2009 with a substantial completion of December 31, 2009. g:\eng\public'L2008 projects\08-03 chanhassen maintenance (pw) facility\bkgd 022309 apprv ps.doc The City 01 Chanhassen · A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Paul Oehme Public Works Maintenance Facility February 23, 2009 Page 2 Bids The City will be advertising for 15 bid packages using the construction management approach. The bid packages are: Building Concrete Precast Structural Concrete Walls Precast Plank Masonry Structural Steel/Joists/Decking/Misc. Steel Structural Stee1/Joists/Decking/Misc. Steel Carpentry/Finish Carpentry /Millwork/ Doors, Frames, HardwareIMiscellaneous Specialties Labor and materials Roofing/Sheetmetal/ Accessories Aluminum Entrances/Storefronts Gypsum Board Systems Painting Vehicle Maintenance Equipment Plumbing and Piping Systems HV AC and Controls Systems Electrical Alternate Labor and Materials Labor and Materials Labor and Materials Labor and Materials Material Only Labor Only Labor and Materials Labor and Materials Labor and Materials Labor and Materials Labor and Materials Labor and Materials Labor and Materials Labor and Materials Labor and Materials The project includes several alternates in the bids that will be used to determine the final scope of the project depending on how bids come in. In general, some of the alternates that are intended to be included in the bids are as follows: 1. Deduct for VCT in lieu of ceramic tile at office. 2. Deduct for Modular block retaining walls on the south side of the property in lieu of recon block walls. 3. Deduct for paint at vehicle storage walls. 4. Deduct for paint at vehicle storage ceiling. 5. Add for concrete bunker dividing walls. 6. Add for Motorized Entry Gate. 7. Add for TPO roofing in lieu of ballasted roofing. 8. Add for six (6) skylights. 9. Add for each additional skylight over six (6) skylights. 10. Deduct for smooth gray concrete precast wall at west side of vehicle storage. 11. Deduct to reduce R-value of the exterior overhead doors to R-9 in lieu ofR-15.68. 12. Deduct to reduce the amount of vision glass at the overhead doors (i.e. the wash bay door). 13. Deduct to install precast wall in lieu of brick over CMU block at wash bay north wall. g:\eng\public\_2008 projects\08-03 chanhassen maintenance (pw) facility\bkgd 022309 apprv ps.doc Paul Oehme Public Works Maintenance Facility February 23,2009 Page 3 14. Deduct for sealed concrete in lieu of ceramic tile at the office areas. 15. Deduct for all roofing to be ballasted EPDM in lieu ofTPO. Quotes Other smaller work packages will be solicited for quotes. By soliciting for quotes for smaller items, the City is anticipated to see better pricing and local contractors will have a better opportunity to receive a contract. Below is a list of some of the anticipated quotes the staff intends to receive. . Earthwork - Building . Earthwork - Site (to be sent at a later date) . Asphalt Paving (to be sent at a later date) . Site Concrete (curb and gutter and sidewalk) . Retaining Walls (all except the concrete retaining walls, they will be included in the concrete bid package) . Site Utilities . Landscaping and Irrigation . Insulation . J oint Sealants . Overhead/Coiling Doors . Ceramic Tile . Acoustical Ceilings . Carpet . Fuel Island . Crane . Appliances . Furnishings (window coverings) . Fire Protection Staff intends to briefly review the proposed project with Council, the costs, bidding approach and schedule at the Council meeting. Attachments: Floor Plan SitelUtility Plan Renderings CIP Pages g:\eng\public'-2008 projects\08-03 chanhassen maintenance (pw) facility\bkgd 022309 apprv ps.doc I I ~ ~ ! 8 fi i i o , HORIZONTAL SCALE IN I ~ a ~ 1 !! u ..~ :;~ ~. WAlEB...fILL. SIAIllIi .~ .:;; :.,,; .:....:.;...:. " ...... <ti:..... ',. .:....:., El!EL. IUHIl. ~~.~.a.:: :.:. .....:', . .: ~ ~ '.~' ;. ',." .,'... . ;: ',' .~.: .~ 60 , ffJ FEET 12" BOX WASI::\. DAY WELIllWZ. DAY 12" BOX o 12" BOX o 13" BOX 0 0 13"BOX 13" BOX ----,-----r----T----,-- -r-60-1 '" ... o. t MAINTENANCE AREA Slllti 5Illlf. VEHICLE STORAGE AREA FFE = 930 304.0' 13" BOX 30. OAK 0 o 16" BOX o 14"BOX 0 o 16"BOX G] 13"BOX 0 14" BOX 121 ~ AREA 13" 'P 0 4' RETAINING WALL IS" pop * o d ~ 13"POP @ 15 axO -=\ ~ ~ .~. o IS" BOX ~O 12"MAP 00 0 12" BOX 12" BOX 0 IS"BOX LEGEND EXISTING BOUNDARY UNE LOT UNE CENlERUNE EASEMENT UNE CURB &: GUTTER OVERHEAD CABLE TV -OlV- UNDERGROUND CABLE 1V -UlV- OVERHEAD ELECTRIC - DE - UNDERGROUND ELEClRlC - UE - UGHT POLE i:> POWER POLE -e- UNDEOGROUND GAS - UG- UNDEDGROUND FIBER OPnc - FO - OVERHEAD TELEPHONE - or - UNDEDGROOND lRPHONE - UT - SANITARY MANHOlE 0 SANITARY SEWER - c>- CATCH BASIN . CATCH BASIN MANHOLE e STORM MANHOLE 0 FlAREO END <l STORM SEWER -~- GATE VAL\lE t> -e- -110- -,.- -OT- -UT- e -.- . e<<. e .. -,.- .. ... -1- ITEM A B C D E F COLD STORAGE DESCRIPllON TOPSOIL (30'X30' RIVER ROCK (30'X30') WATERMAIN BREAKS (30'X40') SEALCOAT AGG. (30'X30') CLASS V (30'X30') SAND 30'X30') ,m,. * -"IlL c ~ ~ .2 "3 ~-8:S 'g g ~-8 {}:s- 3 HUI g 0.; :J mil ~ ~ " < ill :E: ~ i" Il < 0 !a~ ~Il c;;..;> 15 4 Z~ w- (/)::::! (/)(J <<tf :clL.j Z(/)D.. <~l<: :Ca::~ (JOD.. lL.3:(5 O(J~ ~~ o=> a.. Z < -I a.. w I- C7i >- m Ul Z o u; 5 w '" ~ < o CHECKEO JS PO PROJECT' 08-03 SHEET' 2 9 SIllti SIillE. VEHICLE STORAGE AREA I ~ [ z J i , .~ -~-" FFE = 930 BIOROlL 0 0 ,..: ==eo- 0> ==eo- 1.5% x 1.5%928 ------ o , 60 , HORIZONTAL SCALE IN FEET -- ---- ---- ---- ---- - -===--===-- I 6 II i f; ~il ..~ iJ "8 9.30 LEGEND EXISTING PROPOSED BOUNDARY UNE - - lOT UNE ------- CENTERUNE --- --- EASEMENT UNE -------------- ------- CURB &: GUTTER MAJOR CONTOUR ---eoo- MINOR CONTOUR --aO<_ SPOT ELEVA l10N x BOO X800 DRAINAGE ARROW ~ SOIL BORING SILT FENCE CATCH BASIN .. . CATCH BASIN MANHOLE e .Qr. STORM MANHOLE 0 . FLAREO END <l <II STORM SEYoER -..- -..- DRA1NllLE -01- -DT- GRADING NOTES !lEElI. ABEA. PROPOSED CONTOURS REPRESENT ANISHED SURFACE ELEVAllONS. SPOT ELEVAllONS ALONG PROPOSED CURB DENOTE GUTTER LINE ELEVAllON. EXISllNG UllLlllES SHOWN ON THESE PLANS ARE BASED ON RECORD DRAWINGS AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE AELD. THE INFORMAllON IS NOT TO BE RELIED ON AS BEING EXACT OR x 2J.00 COMPLETE. CONTRACTOR SHALL CONTACT THE APPROPRIATE UllLlTY COMPANIES AT LEAST 48 HOURS PRIOR TO EXCAVAllON, TO REQUEST EXACT FIELD LOCAllON OF UllLIllES. THE CONTRACTOR IS RESPONSIBLE FOR RELOCAllNG ALL EXISllNG UllLlllES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ;JilL SHOWN ON THE PLANS. CONTRACTOR TO CALL GOPHER STATE ONE CALL (1-800-252-1166), 48 HOURS PRIOR TO EXCAVAllON FOR LOCAllONS OF SMALL UllLlllES. CONTRACTOR REQUIRED TO PROTECT THE TREES TO BE SAVED. SHOULD ANY PORllON OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERAllON OF THE CONTRACTOR'S EQUIPMENT, HE/SHE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TRIMMING SERVICE TO TRIM THE TREES. SHOULD THE CONTRACTOR'S -"iL OPERAllONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASllNG DAMAGE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZAllON BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD SUffiCIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO ALL -"iL DISTURBED AREAS TO BE SODDED OR SEEDED. THE FINISHED BUILDING SUBGRADE ELEVAllON SHALL NOT VARY BY MORE THAN 0.10 FT. ABOVE, OR 0.10 FT. BELOW, THE PROPOSED ELEVAllON. STREET OR PARKING AREA SUBGRADE ELEVAllON SHALL NOT VARY BY MORE THAN 0.05 FT. ABOVE, OR 0.10 FT. BELOW, THE PRESCRIBED ELEVAllON. AREAS TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FT. OF THE REQUIRED ELEVAllON, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. TOPSOIL SHALL BE GRADED TO WITHIN % INCH OF THE SPECIFIED THICKNESS. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE MINNESOTA POLLUllON CONTROL AGENCY - NAllONAL POLLUTANT DISCHARGE ELlMINAllON SYSTEM (NPDES) PERMIT. CONTRACTOR SHALL BE REQUIRED TO BE A CO-APPLICANT WITH THE OWNER. THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECllON REPORTS AND BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL DEVICES. ;JilL -"iL ;JilL ;JilL ;JilL C! '" -, ----- --- .......... .......... '- --.~-...... '.'..........-- c ~ ~ .!:! "3 ]-8:5 'u 5 E ~ . 0'" li~_ 3 1~li d z U ::J :5 ~ ::! ili :E: Q).... QlUl ~ I!! :: ~ E~l! <;J ;i sa~ ~Ii ~~ 4 Z <( ....J 0- ....J z~ 0 0:: w- I- (/)::::! Z (/)0 0 <(<(~ 0 IlJ...:5 Z Z(/)D. <(~:.: 0 Io::D:: en oo~ 0 lJ...3:c; 0:: Ooli?! w Cl >-::i Z I-m <( (3=> 0- C> Z Ci <( 0:: C> >- lD '" z o in 5 w '" ~ "" '" DESIGNED CHECKED JS PO PROJECT' 08-03 SHEET' 4 " 9 . OERTEL ARCHITECTS ",~/f "i---.....i I ~y ""--/ ,,/ i i I \_~ I j STOREFRdfrMil r~ .......riT.BRG. "..'21-< v~'" i EL VAllES , "'-. /"'-. /"'-- /:... ~/"""'/"""'/ I ~ :-~tr ",::""/1J'!.O'lf;. " " "y " sr.lIRG...... ..,,..-0-,,.. I I 1795 Saint Clair Avenue Sl Paul, Minnesota 55105 ~~~ -EPOXY pAt{T (AT ~y-,."..) - ~~~ r~~~ PR01ECIllR -P,,", ~TI" -In ,; ,; ,; " r' " r' /' ",4 ,; r' ,; r' ,; ,; ,; ,; ,; ,; " ,; r' ,; r' ,; r' ,; r' " ,; ,; ,; ,; ,; " ,; ,; ,; atUHJI< =\ \. ~ SEEAL1EIiIAlESFCR P,,*lffGAT't'EIIQ.E """"" (651)696-5186 Tel (6S1)696-S1stlPu IUlletE STORAGE 0Ii[) WASH BAY [Jjj] -D 'i' :: " " CHANHASSEN PUBLIC WORKS 1/8"-1' 0" .......;uij. SRHfROIr(rt!D.LG. to.~~4~~ I ! I I ~p~ ! ~A I T"~r;", to.E1.~' CHANHASSEN, MN ~ :( ~\~~/- I n i n T rn 1;l1 ! ======================================~==~~============~~..J ~ ~ ~2Z~~ .sr.IlRG.A ..1>>'-0-".. MEZZ. []![] IUlletE ~~~!NCE []![] <> <> ~(B"~~ ~1l.OCK 1'~"'" .........., ......~~.. ..........FlL 0.:::'-' BUU< DL [Jjj] :'ioo-~~ i Iii c:-~~~~~~~~~.:.::.:=.~~~~~~~~~~~~~~~~ =====j,~~~~~~~~~~J ======:::1.- ~~ o BUILDING SECTION @ BUILDING SECTION 1/8"=1'.0" 1/8"-1'-0" ~ .......lI.O.l'OEc.\ST .. ,20'... '" 1 ,I A....... o..ut-I01/t' r-"---~ 1 \1/ r--------~ n.~..~~ 1 " ....... 8.114'-0" /'\. F ~ :LY B.~;~'" /'\. i T.~~., A....... <> ""2'-0" .m~ r:T PL\IfC .1"+1- \1f\BJ<C_ <> :.>>rat~'" /; 1 A....... """'12'-0" \!.._.~ !UIl ~ .. _AclED.......... ~.~OO"~'" ~.~~'" n.T.~ r::+ I ---------------------------------------------- I -------------------------------------------~ ======::r..... -,-..... @ BUILDING SECTION 1/8"-1'-0" 1/8"-1' 0" @'""\lll~ j j IIII j j IIII j j j j j I j j 1111~ ~~ I I I I I I I I I I I 1;1 I i~ ELcia~, PU<.... 0..121-11" 00-23 i/ MTt 01' ISSUE: FEBRUARY ef, 200cf ~ ! j ! ~ ! i ~~~ ~~~~ ~~~~' y~ I I I! I! '" ,::: ~~:: II n = = = == = = = = == ~ = = = = = =~== = =============~ ~= === = = =~_.._J =========== = = = = == = = == = = ==============~._.._.J = = = = = = = = = = =~._J:=== - - - - === F~ I I I I r----y@ CMJ TR5 I I I I I I I I I I I I ~EZZ. 1]2[] JLO ! i i n Ii ---1 ===========~================================ FINAL BUDGET REVIEW SET (NOT FOR CONSTRUCTION) @ BUILDING SECTION 3/32"-1'-0" I HEREBY CERTIFY THAT THIS DocuMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A out. Y REGISTERED ARCHITECT IN THE STATE OF MINNESOTA -~ JEFfREYI,.ClERIn. ~~ ,~~ SHEET~ BUILDING SECTIONS ~~ A4.1 PI.QTTl]I;:~oOWOO't Fl..E1W.IE:A4.~ T.o.~-o"$ ..0._ 0.W'-4" ~:::t~. 5llJllEIl COUlSE c>>tOPY ~~:a-o" ~1~$ -. AuAL =~.I o ELEVATION EAST ELEVATION 3/32"-1'-0" PRECAST WALL PANEL FINISH !llJ1"-"""", P............... AT =......1f01ED o -lAYOOT WAy VNrf PER FOlAt4<ESDOltOT AffEcT 0f$IrtG LJ.YOOTat SPECf1C ~J"~,*,"" li1IIll sIOloniBlll>..... :="-TlP. =:::r :: PAAEL _lIdO 'i' '" sWooTlt '"'" ..... 100'-4--T'lP. @ ELEVATION PANEL TYPES T.O. SlAB $ <'> <'> 1/4"-1' 0" FlL.ElW,lE:ol5.~ 08-23 MTE Of ISSUl::: FEBRUARY c:f, 200ct CMJ TRS JLO FINAL BUDGET REVIEW SET (NOT FOR CONSTRUCTION) I HEREBY CERTIFY THAT THIS DOCuMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT IN THE STATE OF MINNESOTA EXTERIOR ELEVATIONS A3.1 .." Gfl 25 --~----- - - - - -/-:~ - - - ~ i ------~;;;-/ ~~~~:~~:~f~;/7~-~:- '. ~ .' ",-,.+, """'''''d''''~'2 \;~r.. '. i;;~ ~1~;~~"~~:~~ ~' I:. I,? ,~'~)O ~3"~L~~~~'7~1fff!' j~~GflJ~~~~~4! , ." ., ~ '" 'L'l_~ "w"~ .Q;>ll COLLECT, :Jji:~k::=:~_~?J~:". i~~> ,::: ;<t'~~ .. .~~~tDt . .. ... ';;;,; / '~:~ DRY,; J i Li iY mmmm., m ~',\,r C:J-j;"iP)(\<;.;r. rF-' r::;i~"~iFv ::~ F~ . ,./' ~. _', 11 -48. 11 4:eG' "~~_._.w. te. ~ I +.,,?\~ ~ ~ lJP.GfI~ '~~.=-O "/~'nj \,~ ~/' ~:::.~:~~ ....~~ .:c:::-di tf~ ?-t,( ).-<( ~, ~ - 1'7<m r~. _ l f1 . tl '--.fj_: ~<"~"A ,',.... 0g~.~QF1' ,.f\" ['-l;;i-" ;{U:: ; 2" "'=7,.""..~~;..,."......{'!.~.~/ij~----L1;3j'ftvb F)l)!~:)OSE " "~1~==3==~Lqr_~~:- '~=<1 . , . I ~.._....: rll ~~.df \J); @:! ~._...,,-.. --.... 1021' I i[---1 -~-:J..."I,..:Vli.- _j~'(''''! , .--i '0J '/.. ",. '''} U N - " P;':;f~:~~ ...)@ "J!~~I F,;;:tl,i~:D'II" ~..,!~:;; ,iEn ,4[UVE ..' ~i F ~ ~I " ~ jH N T& H --""J-m'T-' ';.jLr~ }~>__ r~"':.~~'.JC I~G itf7> ....." .---.. JSEE .n',' ,1...' _ ' 'lej>, :"., 11-- )u; R{ \;\11 '2~' 11 - .....,,-....J! Ii" ~I' mMmmw"'---~dD:""~~-J~ .- ~, !.~ @ I i I I I r'I" : i tf:;P~: Ltr-- i L:n '\IV ~nJ P lp efr' ~i i~:Q..l JO : en d~ ~.J '-' JAN. ""~ -",,- '" , '~ l:f ...w..1R ,I-} 1 :~I m~;~.~I.: .1. H" 'j-fO : Li:l i ~ F E' i~l,m,~ I 1!1:"';i:,;JI -,.;-...-. .........."J i;" r!jn}< ~~S1't"i~-:' CONU<[ TI:: STOOP iN / FROST FTG. BOLL.ARD ... TVP. O.H. DOORS CD ~C~L;,A l/~~~ l'~D~W'ER 8c SYSTEMS PLAN @) .ALL . __.___n GENERAL NOTES A. CONDUIT AND WIRE CONNECTIONS ARE NOT SHOWN. PROVIDE CONDUIT AND WIRE IS REQUIRED FOR THE INDlCAl[D ORCUITRY. B. DO NOT INSTAll /oN( ElECTRICAl. EQUIPMENT TO INlIRFIRE WITH SERVIONG fNAC EQUIPMENT. C. VERIFY EXACT lOCATION OF CElUNG MOUNTED DrnCES WITH ARCIITECTURAI. REFlICTED mUNG PIAN, FOR WAll MOUNTED DE'I1CES REFER TO ARCHITECTURAL INlIRIOR ELEVATIONS. D. VERIFY EXACT lOCATIONS OF All MECHANICAl. EQUIPMENT WITH DMSION 15 PRIOR TO ROUGH-IN. E. VERIFY EXACT lOCATIONS OF All OWNER PROVIDED BUIWING EQUIPMENT WIIH THE OWNER PRIOR TO ROUGH-IN. F. VERIFY EXACT lOCATIONS AND NEllI CONRGURAllONS Of PWGS OF All. OWNER PROVIDED BUIWING EQUIPMENT WITH THE OWNER PRIOR TO ROUGH-IN. KEYED NOTES G PROVIDE A OUPLfX RECEPTACLE FOR THE CORD AND PlUG CONNECTION TO THE NEW ElECTRIC WAl[R COIllER (EWe). lOCAl[ RECEPTACLE SUCH THAT IT IS IN THE OPENING IN THE BACKPlAl[ Of THE EWe AND OONCfAlEO. COORDINAl[ EXACT lOCATION WITH SUPPUER. PROVIDE so CORD IF NECESSARY. @ PROVIDE A JUNCTION BOX WITH CIRCUIT IS INDICATED FOR CONNECTION TO THE DMSION 15 CONTROL PANa COORDINAl[ EXACT lOCATIONS WITH DMSION 15. o PROVED A TELECOMMUNICATIONS GROUND BUS BAR. REFER TO SPECIFICATION SECTION 16450 FOR REQUIRElIENTS. @ PROVIDE (3) 3" SLEEVES FROM ACCESSIBLE CBUNG SPACE INTO I.T. ROOM 1116. . PROVIDE ARE STOPPING IS REQUIRED. G TRANSIENT PROl[CTION AND 2" CONDUIT FROM GAl[ CONTROllER HOUSING. REFER TO SITE PIAN FOR CONDUIT REQUIREMENTS. @ PROVIDE CONNECTION TO AUlOMATIC DOOR OPERATORS AND HANDICAP PUSH PADS. PROVIDE All REQUIRED CONNECTIONS. VERIFY EXACT REQUIREMENTS WITH SUPPlJER. o i'RO'i1DE 3/4" CONDUIT AND WIRING FROM THE DOOR OPERATOR TO THE OPERATOR CON1ROl DE'I1CES (PUSH BUTTON, ElECTRIC EYE. AND OTHER ACCESSORIES FOR ANAL CONNECTIONS BY THE DOOR OPERATOR INSTAllER. VERIFY THE EXACT lOCATION AND INST1UATION REQUIRElIENTS WITH THE SUPPUER pmOR TO ROUGH-IN. G PROVIDE A WORW XRA52, 120 VOLT, ElECTmC HAND DRYER. PROVIDE CONNECTIONS AND RECESSED BACK BOX IS REQUIRED, VERIFY THE EXACT ltOUNI1NG lOCATION WITH THE ARCHITECT PRIOR TO ROUGH-IN. @ PROVIDE A L5-2OR, 1WIST lOCK, RECEPTACLE SURFACE MOUNTED TO mUNG AND CONNECTION TO PANEL IS INDICATED. PROVIDE 120W lADDER RACKING, AROUND lHE PERIMEIER AND MOUNTED ABOVE THE RACKS AND SECURED TO THE STRUCTURE. PROVIDE GROUNDING FOR All lADDER RAC~NG AND RACKS THAT ARE INSTAllED AT THIS TIME. PROVIDE SIX (6) 6" CABlE WATERFAllS AND INSTAll. All AT LOCATIONS DIRECTED BY OWNER. PROI!J!lE SIX (6) 50" EXTENSION CORDS WITH AIXIBLE S.O. CORO, 120-5P ON ONE ENO ANO A STANOARO GROUNDED RECEPTACLE ON THE OTHER FOR THE CONNECTION or POWER STRIPS THAT Will BE MOUNTED IN THE RACKS. PROVIDE FLUSH-MOUNTED FUllY ADJUSTABlE FOUR-COMPARTMENT A.OOR BOX ASSElIBlY, WAlKER IRFB-4 SEmES, OR APPROVED EQUAL. WIIH I" POWER CONDUIT RUN UNOERA.OOR TO NfAREST WAll ON lHlS A.OOR. lHEN ROUlE UP WAll. TO CEIUNG SPACE AND OVER TO PANEL OR IS SHOWN OR IS NOTED. AlSO PROVIOE (2) I"C, LV. CONDUITS (BUSHED) TO NfAREST WAll. AND UP TO ACCESSIBlE CEIUNG SPACE. PROVIDE DEVlCES/PLAl[S INDICATED. @ ;~l;,A~~~~}ECH ROOM @ THIS AREA SHAU. BE CLlSSIAED ClASS I, DMSION 2 TO lB" ABOVE ANISHED A.OOR: ROUlE CONDUITS OVERHfAD TO DrnCES lOCATED WITHIN THESE MIfJS DR PROVIDE SEAL -orrs IS REQUIRED. COORDlNAl[ WITH lHE lOCAl AHJ. @ lOCATION OF INCOMING (5) 4" CONOUrrs FOR SERVICE ENTRANCE OF TELEPHONE. CABLE, AND CI1Y PROVIDED COM~UNICATIONS CABlES. COORDINATE WITH lOCAl UTILJ1lES. REFER TO SHEET EI.O. @ rll..EIWIE:~ . OERTEL ARCIllTECTS 1795 SaiDt Clair AVllIIIIll SLPmd,~SSlOS (fSJ) 8I-5l1f 'N (651)-.&111 .. -- CHANHASSEN PUBLIC WORKS CHANHASSEN, MN PAULSON 8c CLARK ENGINEERING. INC. ~~ LrCo~~ JlnMd Office: (551) 407-6056 Fax: (651) 407m6476 rf- .' 1: 11 0&-23 ~~"' ~ FEBRUARY ~, 200<'1 AJT DSP FINAL BUDGET REVIEW SET (NOT FOR CONSTRUCllON) I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFrSSIOtW. ENGINEER IN THE STATE OF MINNESOTA FEBRUARY ~. 20Qq R((lIS11t\.TION 237~" AREA 'A' POWER & SYSTEMS PLAN E2.1 1 r" L- .. - .. -- _J /' L_ ... //' i I / /l~'~:'~~"-.-i~~,),J~L WP, ! :';:.; /'/ /; ~4' .//../. '" 24'~ ' !~~ - ~'CRI ~ :-- ..----~<~~~E~~!:!:!-~t-- .~I UH '84 )~::u~:i,~~'B \\;.'~~fi 12:r':':1 5 I'l~:---f- (;V0 ~"'~J r _r-C'\ ' X~. 1-1 c,q i~~;",. - --~,;'~~]I 131.. !~()()!v! /1e~Rr~. ~ 21nz~i;~.?-~~=~~~.f~~~. i. I / [~~~~~~~~, I GFl ji____mm-tft__J ~ GFl CFl ~ I . ,." - .....' .. l ~n;p--- ~~:-:rll ~ _ _ ~-t i n.--.......l...f......1.. ~ ~. ...mmmu..-tl -- .. --r;::::~:::::.:::.r::..:.:.:::.:.::.... IJ ..... :~~ I..! 1 I ~ lJ --- - [,-- I: u II Ii ii ii :: II il q !: :: II U IJ~r II o .J, n I: U \1 Ii 1.1 li :e. '~Gf1 GENERAL NOTES A. CONDUIT AND WIRE CONNECJlONS ARE NOT SHOWN. PRlMDE CONDUIT AND WIRE AS REQUIRED FOR lHE INDICATED CIRCUITRY. B. DO NOT INSTAll Nff ELEClRICAL EQUIPMENT TO INTERFERE WIlli s~aNG INAC EQUIPMENT. C. VERIFY EXACT LOCAflDN OF C8UNG MOUNTED DE\1CES WIlli ARCHITECTURAL REFLECTED C8UNG PLAN. FOR WAll MOUNTED DE\1CES REFER TO ARCHITECTURAL INTERIOR ElEVAflONS. D. VERIFY EXACT lOCAnDNS OF All MECHANICAL EQUIPMENT WIlli DMSION 15 PRIOR TO ROUGH-IN. E. VERiFY EXACT LOCAflDNS OF All OWNER PRO'IID8D BUIWING EQUI'MENT WIlli lHE OWNER PRIOR TO ROUGH-IN. F. All ELEcrnJCAL DE\1CES. CONNECflONS, AND BRANCH C1RCUmNG WIlliIN WASH BAY SIW.l BE SUITABUE FOR WET LOCATlON. G. VERIFY EXACT LOCAflDNS AND NOO CONRGURAflONS OF PLUGS OF All OWNER PRlMD8D BUIWING EQUIPMENT WIlli THE OWNER PRIOR TO ROUGH-IN. H. THIS ENURE AREA SIW.l BE ClASSIRED ClASS 1. DMSION 2 TO lB' ABIM RNISH8D flOOR: ROUTE CONDUITS OVERHEAD TO DE\1aES LOCATED WITHN THESE AREAS OR PRlMDE SEAL-()FF'S AS REQUIR8D. COORDINATE WIlli lHE lOCAL AlII. -.JJ. [~rj:1 ~ \II :: I , 1-' : i ~I VEHiCLE \'1Aii,jT 6120 ,". , SF ~~==\~-~t: '~~j . :: ~ ':~i..~=-:=._~-..2_;_~.~~__. ~~~G:."J"ILJi .. . . .~ ,~J~\::::=]YI i,'~rA'C'NG~u_._. .~ :, b~ ~ ,....n-r] r ='i~O,. r']"'--'(-'H,!.l2/~rr:;.~'m "j, 'j' C,,', JIj' il'li " ~~'. ;~:14~~;~F~~~~i:l~~;J~I;J\, i _~:__ . KEYED NOTES o ~= ~5J= ~~~ ~~~~~ ~~~O:~Cfl~~ ~J. CD ~L;,AI/~~~ 1'~o~I"IER 8. SYSTEMS PLAN f1L.E1WlE:~ o PROVIDE 3/4' CONDUIT AND WIRING FROM THE DOOR OPERATOR TO lHE OPERATOR CONTROL DE\1CES (PUSH BUTTON, ELECTRIC EYE. AND OlHER ACCESSORIES FOR RNAl CONNECflONS BY THE DOOR OPERATOR INSTAlUER. VERIFY lHE EXACT lOCAOON AND INSTAllAOON REQUIREMENTS WIlli lHE SUPPlIER PRIOR TO ROUGH-IN. . OERTEL ARCHITECTS 1795 Saint Clair AVCIIIlO St. Paul, MiImesota 5510S (fifl)8U1IlS N (6JI)llIPU1II.... -- CHANHASSEN PUBLIC WORKS CHANHASSEN, MN PAULSON 8< CLARK ENGINEERING. INC. = L;~ ~oa.glo Office: (65!} 407-6056 Fa>: (651) 40'7-6478 :8 0&-23 ~TE 01' ISSUE: FEBRUARY q, 2ooc:l AJT DSP FINAL BUDGET REVIEW SET (NOT FOR CONSTRUCllON) I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM It. DUlY lICENSED PROFESStOtW.. ENGINEER IN THE STATE OF MINNESOTA FEBRUARY q. 200Q REGISlIIATlON 237Q" AREA 'B' POWER & SYSTEMS PLAN E2.2 ~':1 !S ~ ;t'.. ,I' ~ ~",...- _~'~i t ..- .......,. ... !II'I" ~ '",", . ~ . fO<, .,,, U . Ii; i\. ,.~, t . I'!' , ......~. ...., ':J f* ...... ,.11"'... .. · "" '"'I.l ~.} ,.~ """~ . .. ~ ~ ~ i.l J'. "''''rf'It .. 'l "i ~ ~~~:::~~il -i "-, ' t Capital Improvement Program City of Chanhassen, MN Project # EQ-087 Project Name Public Works Facility Equipment Account # 1 Account #2 Account # 3 2009 thru 2013 Contact Paul Oehme Department Major Equipment Type Equipment Useful Life Category Public Works Priority n/a Total Project Cost $500,000 Description Provides the eqiupment for the Public Works facility. This equipment includes the vehicle lifts, computer system, fiber optic connection, security', . system, fuel system and office equipment. . Justification Necessary for the operation of the Public Works facility. Expenditures Equipment Total Funding Sources Capital Replacement Fund Total Operational Impact/Other 2009 500,000 500,000 2009 500,000 500,000 2010 2011 2012 2013 Total 500,000 500,000 2010 2011 2012 2013 Total 500,000 500,000 42 I Capital Improvement Program I City of Chanhassen, MN 2009 thru 2013 Contact Paul Oehme Department Municipal Buildings Type Improvement Useful Life Unassigned Category Street Equipment Priority n/a Total Project Cost $8,300,000 Project # MB-003 I Project Name Public Works Facility Improvements Account # 1 Account # 3 I Account #2 Description I I The existing Public Works facility is over capacity and is in need of major repairs. The City is expected to grow an additional 30% before ultimate build out. The existing facility is located on a 5 acre site which is already cramped for storage and operation space. The City completed a facility needs study in 2007 and completed an exhaustive search to try to make an existing warehouse type building work. It was decided to move the Public Works building because the existing site is too small for expansion and no warehouse type building was economically feasible to remodel. I Justification I I The Operations and Maintenance Department needs additional space for repairs, meeting facilities, files, locker rooms, storage, supervisory offices and proper equipment storage. In addition, the current facility does not meet many City building codes. I I Expenditures Construction 2009 8,300,000 8,300,000 2010 2011 2012 2013 Total 8,300,000 8,300,000 Total I I I ~ ~: I Operational JmpactIOtber .1 ; This project may increase operational costs. However, the new facility is plarmed to be very utility efficient compared to the existing facility. Funding Sources 2009 2010 2011 2012 2013 Total GO Bonds 7,000,000 7,000,000 Sewer Utility Fund 700,000 700,000 Surface Water Utility Fund 400,000 400,000 Water Utility Fund 200,000 200,000 Total 8,300,000 8,300,000 Ii 1(_::,', .0.t,. ~';; I~i I; .~': 49