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Yellow File City Applicant 1. DATE BUILDING INFORMATION 11. SIZE OF STRUCTURE (Height) (Width) (Depth) DIRECTIONS SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2. SITE ADDRESS 12. NO. OF STORIES Fireplace a Alterations a Heating a Plumbing a Finish Attic a Residing a 13. TYPE OF CONSTRUCTION CO eeL 14. FLOOR AREA APPORTIONMENT USE LOT ADDITION :z....,... 4. OWNER C/T 6V 5. ARCHITECT "'-> ~L.fJ 6. BUILDER (Name) ~#CJ/\) c-oP. 7. TYPE OF WORK New construction}( Chimney a Misc. 8. PROPERTY AREA OR ACRES Sq.Ft. (Name) iZ-1a.i- "A-~ (Name) (Address) 1~'Zoo €t4- (Address) ~S-r. . (Address) I z.e~ (, fI- t.v Septic a Addition a P6. (Tel. No.) ~ Reroofing a Porch a Finish Basement a , """" """ "" ",,,. to_ ~,'''' '" ". ""r.."" whioh . ~ ". "" of my """,,,,. "'" "'" ,,",,'" "00 """ "" , ~ '" 0"'" ~ -- "'.... '" _. __ ,"",,", "'" "" .. "",,""'0 .. """'" to '" """"' _ "'" ,.". ... "" "" ....... 10 """'... ... ""milled ..... ,....... "" "" ,"",,,,.... ~ , ok.';' , "" ]," ""'.. '"""""'". I h_ ",.. "" '" '" ""'''' ~ . - m'Y - ,poo '" ,",po'" to ,,,,,,,", ""'.. .0", ,," X C "j ucense No. 9. PROPERTY DIMENSIONS Width Depth , 10. CULVERT SIZE Yes No FOR ADMINISTRATIVE USE SETBACKS: Required Actual Front Back Side Side MATERIAL FILED WITH APPLICATION SOIL TESTS f- ENERGY DATA ~ PROPOSED GRADE FOUNDATION IN RELATION TO CURB OR CROWN OF STREET USE OF BUILDING PERMIT VALUATION = TYPE Of CONSTRUCTION: I<!D"IV V Occupancy Group A BEl H R M -A \ -r-4 - 1-\4...~ ~ ~~ ~ Division 1 2 3 4 q permit Fee ................................... $ . (/11), .:2 .s: Plan Checking Fee ......................... $ ~', 2- c; <- '7 \ . State Surcharge ............................. $ \. D "i\ ~- Db I OFF STREET PARKING SPACES REO. SPACES ON PLAN ~z.. PILING LOGS 0 PERCOLATION TESTS 0 Pu.NS & sPEcs-,f SETS SURVEY -fr COPIES :J- ~ PLOT PLAN 0 Your Building Permit When Approved. Date / (:) - .<....- 9 s: Amount Brought Forward .........,........ $ ( Park Support Fee -J.~.t;..~........ $ SAC ....,....,..i?"'*.\<:';~.......... $ Collective Street Fee~~~"""" $~ Sewer Tap ..,....,....,...................... $ License Check Fee ................, ........ $ Pressure Reducer .......................... $ Meter Hom ...................... ............. $ o ~:::r~e::t:~'bh~~~~~'.'.'.~~~~'.'.'.:= (~ a WaterTowerFee .7.~~'!:-.~......... $~ .J.l) Water Tap ................................... $ Builder's Deposit ............................ $ Other ......................................... $ Total Due .............................. paid~ 9 Recei t No. Date 10 , the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed r constitutes a temporary Certificate of Zonil}l.. compliance and alloWS construction to commence. Before occupancy, a Certificate / \::\- '-:1.:::::... Date Special Conditions n any City: Septic System ...,.....................,...., $ Check if O~~~ ~~ '2..-0< , b Penalty ....................................... $ Other ........,..........,...................., $ ..................,............ $ 1'1..) 0<"'" ~, 9 <- Deferred Issued Certificate of Occupancy 24 Hour notice for all inspections 447-42309:00 a.m. .10:00 a.m. tfs, L/SI CITY OF PRIOR LAKE PLUMBING PERMIT :~::~ ~~/~~~~ Signature: _.2....;.;~ :' ~; J L~ Legal Description: Lot I Block / Sub/!;t1lf /12;/,-1 ~Il~c pd#f// Site Address: /....t7 ',J tI Building Permit # PID#~5"-315."oo/- 0 NOTE: This permit wi essed without complete information. FIXTURE UNITS 1. Blue 2, Gold 3. Yellow File City Applicant # f 6- :3 f fllr~/7dq , Phone: Unit Quantity Type of Fixture Amount Total Bath Tub with or without shower $ 6.00 Dishwasher $ 6.00 Floor Drain $ 6.00 Lavatory (bathroom sink) $ 6.00 Laundry Tray (1 or 2 compartment sink) $ 6.00 Shower Stall $ 6.00 Sinks: $ 6,00 Bar Sink $ 6.00 Water Closet (toilet) $ 6.00 Rough.ins $ 6.00 Water Heater $ 6.00 Water Softner $ 6.00 Stand Pipe (washing machine) $ 6.00 Sewage Ejector $ 6.00 Backflow Assembly (RPZ, Double Check, PVB) $25.00 Backflow Assembly Test $10.00 Lawn Sprinkler $25.00 Other $ 6.00 Minimum Fee $25.00 SURCHARGE .50 Go jt- C::/ F --:k, b $. \ 2/1 000 - '" ) 0/0 GRAND TOTAL $ l?-.IO.oO This permit is granted upon the express condition that said contractor, shall comply in all respects with the ordinances of the State Plumbing Code and the a~e~~~ents thereof. 7 2- RECEIPT NO. d:iJpLt ~ DATE . ATfEST Call for all inspec ' 24 hours in advance, 16200 Eagle Creek Av. S.E., Prior La e, Minnesota 55372 / Ph. (612) 447-4230 / FAX (612) 447-4245 An Equal Opportunity Employer ~._-"-~.,~".~_..._-"._._._.-,~~-_..".._-"..,-,.,.._....,..,,'--~--~...--- r'i#';;, .,:.,..'.' ,~"',;"{'~'r__'<' ., '~.""".\"",..".r .....~..i,.,,,"'.';.,..i'~_"......,,.....,~,.., ,..." .. ...'. ,. "".. .'h... ,., r ~"""'.,.., ,.~ +- " '.. ~ White - Building . Canary - Engineering Pink - Planning , ) .fl'f n. c.u.or of .11. LIlli. CODD'ry "UI,",pl~G PERMIT APPLICATION DEPARTMENT CHECKLIST /.. '!. / I NAME OF APPLlCANT.-!-, r. {f. I ,-/ t etl1.. . I APPLICATION RECEIVED IIJ/J J I/.~- /' The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: j. l ' /7/i 7..3 (jd~1 J ,,, ,It " ./ ~>,....... Accepted y Accepted With Corrections Denied '-, Reviewed By: ~. MV ~L I ?FA'- Date: IqlH.o/l~ comments:!;:::: d J<-%-?.-er ~ "~H~ f ~jJ~ ~"'- /L ~./.L ~)H~'" ph/./... _...u./~ &.L . J../_. (~.l/,) 7/~/A~A#YM/.z" . liThe issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or ~'~'m .' ~al of, any viola,.t~Ji\~ any of the provisions of this code or of any other ordinari'9~' · flie jurisdiction.. ~.~rryilts presuming to give authority to violate or cancel the prdv(f s of this codei'dr,other ordinances of the jurisdiction shall not be valid." . ",o==,,,~,_.,.~ -- " :~!. qtj> 4c; I BRAUNSM lNTERTEC DAILY OBSERVATION REPORT Project #: 13o:DX -9~- zero c- Location: f,l, ~~ FA:::;;r~ Report #: Date: y ILl -7~ Regular Overtime Personnel Classification Hours Hours P> I /fA j' 55 p-.:/<- EA, Areas and work performed this day: ?f/ ;::i;.R/I/'~ CC"J-l/.;JAc 77~?J /7"575 ..;r"/Z/' iJit1Tcl,~ :5r/oP G;2~ ~ -/11. 2,1- 8r / '7 If 5/::: f/J 'f ,l'E j7fF ';::-c/:/l/ f'z:.) Ny LAc;! /}'5/ Rf Q\JT)tC{4(€;0T~ ~ C)j? E)<t:: ?'f'l? ;:::J:> /l-/;r; /lln:W'! /v')u/1c '7.J~ Weather: ::J)J -;.:TVZ Submitted To: f'/J?P;ST ~ /!r:c /fcr0 ~. ( ~?: Performed By: .(i~c' ~~~,-----'-' F: DAILY 1 DOR-D1 _~_._}yg,-:16-96 FRI 9: 07 AM VOSON PLUMBING FAX NO. 6129388910 p, 1 -- --- --- -- .-------- ------- ---------. ..-.......--.--.--..-... ------- ---- -- -- . . ....... .. .., .. . . .. .,",.. . ....- ...--- ..... .... . ..... - ..., "" .-... ,I .~ . ' :1 . ..1- :;~ If. n'~ ~ .,n'l r~;~ ,} t.. 'W' .J:,I "'-'" U"\:J I, P'umbin!J, Inc. 1515"^ 5tn Scr~et South Hopkins. MN 553-'3 Fall # Fall # , !B~ I .. -- - ~ ... . . ~ a.- v J.-"" I L- 1""\ '. '; '.TEST' REPOR. ",.II..';li~lI. IQ c., li,j.lol T. .1.1.: ",llln'ul'R.li,," 111o?i.,' &... IVP.~ ,;,f .1....1.,. p'WII." \.. ~I..:;. if,l.. : SI'1'1:: ADDOESS ' .P.rior La~e Maintenance Building tIP '. OCCUPJ\N'l' City of Prior Lake ' 'rE!.. NO. 'J'~'l' DA'r~ . 8-15-96 . .. Df:VIC~ l'lAIill AND NOD~L Watts'009M2 SI2C .1V2" ~EI1IAL 110. 120&7 DevICE LOC,\ '!.:J 01'1 South wal1 of garage ." : Irrigati91l " DeVICE: SEflV~ llHA'l' S ~S'l'Oi and, ta.nk,er fi 11 . cum" CHE.'CK l)flES. Dn'. I'll 1::::1 . Dlf'. VALVI:: Hl V^LVB i~2', '., . AcnooS III \Ill j)J m:I..1I::1;< s'rnAIUCl '. CH~" ' 01:'1::1I::l '1'1::::1'1' f..E,\ ICED & ~ 1.EJJCED ~j{l', UOClE ~x~ U~~POOE 8.0 jJsl 2.6 J1:>1- !H::J.',\!IlS CLOSED . cLOSUl .. . ,CUlD, ~ f'IUi\L CLOS ED ( ) CLOSlW C. ) psi ll.:il 'l'~'l' New installation '. " . DE::3CnIDE n\i:.lI,\lH , . ., ,... '" '. '.' CE!1'l'IF'ICA'L'ION I . , ,..' . I hor-by oortUY tho ror<2lo1nj; oJ.;.'~ to ". corr...t lUld ,h"' .tho t..'ed dodo. 1. lU1lct.lonllll! wU,hln t.hlo: 11.mlt.:& ot U\" :;t.anda.rd.:J. . .A.DpnfSS , ' 1515-A 5th' St. So., Hopkins, Mfi 5534,3 DY 'l'fS'l'EI1'Scm'l'IrrCA'l'IOtl }lO. m 00238T tEL. HO. 938-9300 -. _,___~G-l.Q~9.6 FRI 9:08 AM VOSON PLUMBING FAX NO, 6129388910 P. 2 -----.-.- .----- --..--~-- ... '... -- -- .....------.---- ----.......--.-..--- .. -..-----.--.--.. ---.. . i . I...." . . .'1 :".. .:' . . . . . . .. .. ., 10. - . .__ .._. "0 ,_, "' . .-, .i '. .', - . "..1 :;, If~~(JJN . J~JLlmbin9.. Inc. IS 1 S-I\ Stn 5crc:c:( South Hopkins. MN 553'13 iBACKFLOW PREVEN.EA I ..,,' . .. . : '.TEST' REPORT 1...Il..':li~... IQ C.,li'i." l..I.'.: ...u 11l1"r"'.li..IlIl~.1 a... 11"." ~ ~1..JIl'. "rilll.., 101 1.11.0:1. it,.... I : ~1.1.J:: hDDnESS Prior Lake ~aintenance B u i 1 d i rig ~J1l 8-15-96 ., OCCUPN~'l' City of Prior Lake ' 'rEt. NO. 'l'E$'l' DATE. . DeVIce NAKE ,UID NOD Ill. Watts 009M2 5121:: .3/4" SClU/\L 110. 8521,1 o~vrcJ:: LOC/\'~OI" South wall of ga rage. II: .' DeVIce SEllVE:) WiNl' SYS'l'1::Joj Water. tempering. })II E:S. nn". J-JI ~. DH'. I cu~J{ CIi E:C Ie 'i,cnoos 111 \III DI fi1~LI I~ s'rnAIUEIl " V'~LVI:: 111 VA.LV~ i~2'. '. CH&::CIC . Df'1U'S '1'~'1' . . [L;.KeD ~x ~ u:;.xCP hl., . 7 . 5. Jl:i1 2.6 )10m:: r ~ lJ eJ;'on !:: CL~CD . C LOO f.:L) p:.1 , ,CUlD, fUi:.L),\IHS ., - . FIUAL CLOSlW ( ) CLOS~ ,( ) p.s1 11:11 '1'~'!' New installation '. " , DESCTtIBE Ugp,..lH " . '.'..-, . . -', cm'UFICA'l'IOH I . . "'. . I h~ruby ~~rt1fy ~h~ tor~eQ1n~ ~t~.tQ b~ corr~ct ~d ~h~~ ~h~ tust,~ duv1c~ 1~ iUJlc~lQnllle w1th1n th~ 11.m1t.~ Ol' Uhl :;~nd.J,nl~. . Vosoo piumbin~, Inc. ~DIlESS' 1S'1S':'A,' 5th Street South, Hopkins, .MN . '!'~I!'rn's' .CEn'l'Ir!CA'l'IOH 110. 0023ST .,'eL. riD. 938-9300 . '.. ___}lLttQ~,9.6 .FRI 9: 09 AM VOSON PLUMBING FAX NO. 6129388910 P. 3 ---'--~-' ...--~. -----... -.' ._. -..... ..-- .-----------.. -.-....-....--.. . -.-..----..... -.-... ....... .. " i . .....-.... ..' :' .., .~. ,,' ,.' . .., ..,., ....._..__ .._. ...._.... ......... 0'... '.' '0' , , .' .~ .. ';j' , 'J - '. . '\ ri.r\~~O'lNi"~' .~ j 'l..JI ~ ., I {~ , ' Plumbin!J1 Inc. 151 ~-t\ Sln S((~i:C SOl.ltn Hopkins. MN 5~3'13 ! , . iBACKFLOW PREVENTER I '.". " ." . '; '.TEST' REPORT .. ",.lIw':liolll. IQ C,,'ljli.~ T..,.,.: AU I/),..u"..i"" /1.....1 ~. 'V'P." ti4 ~1._lt. ",ii"." I" .....d. .nl.. .' . . r SI'.L'C ADDnE55 ; Pr:-i,or Lake.Mainten~nce Buildf~g :!IP . . OCCUPAtI'l' City of'Prior Lake ; "L'EL. NO. '!'~'1' DA'fl:': . 8.,.15-96 Watts,009M10T . Df:VICC ,.LAKE N,D JoI0D~ SI2E 2" ". SCflIAL 110, 72790 DeVICE LOCN~ON West wall of garage' , .' ' .' DeVIce S8llV~ lIHA'l' S YS'fDo{ Tank fi 11. CHD.'::/C CHECK ,l')f!J::) . Dn'. J.lI ~ . un' . VALVI:: 111 V;"LVt; i~2'", 'AcnooS /11 \III fll IlI~UJ~ s'rnAIUEJl " CI-I~K' OP~I~ 'l'~'l' LI?.n KeD ~x~ IF.JJCEP ~.x~ '. 8.4' 1101la:: ~ ~ u~;'onR CL~CJJ ' C r.a::: CD j1s1 3.0 1l~1 , ,CWD , JlI:.:J.~^IIl5 " - " . FINAL C LOS CD ( ) cLOSED ( ) P,s1. 11.:01 '.L'~'.L' ' . . New installation " . p~crtInE: . HEPAIIl . '. .' . ,.0::. Cr;:n'l'IFICA'l'IOIi I . ' . , . I h~ruby ~ert1fy tha fgr~Q1n~ ~t~'to b~ cQrr~t and ~h~t .th~ tu~t~~ dov1cu 1~ lunc't1.Qo1l\l! wlth1n t.hu 111111.t,::i at U\1;3 ::;Ul.nd.1.nL~. . ~DnESS' 1515~A' 5th Street So., Hopkins. M~ 55343 FInN II u'~ Voson,Plumbing. Inc. DY . . , 'f~'l'E1l"S ,cm'lrrrJCA'l'ION 110. 00238T '{'EL, HO...9.3A_Q~nn ~Tfn . .. ~ AUG-08-96 THU 08:19 PNEUMATIC CONTROLS FAX NO. 6125579775 P. 02/03 '~rOXALER,T, Inc.'-' P.O. 801159, Mound, Ml" 5~i364 (612) 5S0-8051 FAX # (612) SSo.-OOSZ DATE: WL Y 24. 1996 FACTORY REPRESENT A TIVE: PCl 14110 - 23RO AVE. NO. PL YMO{ mI, MN 55447 PROJECT: PRIOR LAKE PUBLIC WORK:) COUNTY ROAD 21 PRIOR LAKE. MN CONTRACTOR; PCI PLYMOUTH. MN PRODUCT: 1) MODEL TOXCONTRO L CONIROL UNIT (SERIAL # C940359) 4) TOXCO/l/MIA REM01 E CO SENSOR (SERIAL # F960054, -55,-84~.87 4) C0210 C02 SENSOR U~ERIAL # 089S382.1195176,-182.-183) DATE SHIPPED: MARCH 29. 1996 DATE OF START~UP COMPLETION: JULY 9, 1996 START.JJp FEF:QRI TESTED CONfROL UNIT AND VERIFIED ~'.EQUENCE OF OPERATION. CALIBRATED SENSOR AND VERlFIED SICiNAL BACK TO CONtROLLER FOR ALL SENSORS, STARTED EACH ZONE EXHAUST SYSTEM AND VERIFIED OPERATION. VERIFIED FIELD ADmSTME NT SETTINGS - LEFT IN FOllOWING SETTINGS: DELAY ON 60 SECONDS FAN RUN 10 MINlITES FIELD MODlFICA nONS: HAD TO CHANGE SENSOR SIGNAL INPUTS AT CONTROLLER FOR CORRECT ZONING OF SENSORS TO EXHAUST FANS SEE ATfACHED DWG. WARRANTY EXPIRATION: TOXCONTROL CONTROLLER AND ~~ENSORS.............JUL Y 8. 1997 TOM BOERNER TOXALERT, INC. AUG-08-96 THU 08:19 PNEUMATIC CONTROLS " . ',--., . r'''''.'. ~ -'-'.- ...-.......- w.~.~_ I I C/) j~ r:-:J f'Tl Gtl I N ! I n 0 L.J 0 Z f'l r; , n i IV I I , I I I i I z 11~,1 el - , r'l ::1 N L,J 0 in z I I 0 r'rj c') 0 I f"I..l I f i I .",.u...... '....... -.,.",^"-.-.- f r c l . ( , , r r t i t , ( c - f . . " c. " G. (.J*~OO6j ENG: ... E"C. , TOX 'By ~ CONTR: · ALE R T~?:. ~~~ 'C J ...D...... ~ .,.. ~ ,-IA.. 7-:*-" 'a. "It'. , p- FAX NO. 6125579775 P. 03/03 '-' I I '~ I~ l~ I~ .< .~ V>!~ >C ~~ ~e") g~ ~ Ie") .....10 'l\:> I~ 1< I~ I~ ~ ~R~OR LA~E PU8L1C WORKS 7:4 (r: 95 f./52 S · I ~ I llWC:. NO, SIRXl'..!L 7-9-96 !(I5 T.1750S tJ Vl r J> .- ........, CJ C .".,,,1 -' ~ o i .'1 I i i c~rl ~~I II ..-\ I I ! OUi :!> i~ ; \ ?O 1\ 0 \~ I \ ~ I \ fTi \ 10 l I ! I i I I I 1 ~ I cj 1 I I ~ ~~ I I I : ~.'~ I ~ ~ ~'" \:I=,::-\ ~-"i IJ 'j ,t.l).,~ : :~d~ 'I~- ~ '\l) 5 i +iI ; I I 7\. :I i I ~" . ~: : ~ . ~ I 1<tA';:~ i , ..,. . t~t!~ "'~ 1'\1 il.aLfi ~!L1!J ,,' J I ',- J I r-r.r-:I-I Itr -JmI ~ r.:;r;r-J , r' - ~-' '-..,--' ",".__J '--,.-J .. . . ~~ .lIi;! lP," ,!:~ !t." \ I iIi'.'i "\- "-ji Fl'" ~ r"'S..~J , , -. \ ~~. ~~: ~!::: ,,~: '[ 'f'.!;'';; I u ,~s~ li.:':' ,~- ,,;;... . '1"1' ~ ~l ~;~ :tlO :~! ..v 1\.,. u\'~ ftlIl'"I' .n'" .,..----' '~~ ~;;;~ ~;:~ ,':i ~j:~ ! 01 . ! iii ~ iii ~ Y, ~ $ i f' - I . ~ ;;' ;; ~ lri I ' L_ '-'" ,_.__,_~ Gil l~ I ( ) o (/) r'l L- V) o 70 {/) N o L rl I n CJ !\) ~l !DI ,L..., z ~ ~ i;tf: : If\) i I n o j'-..J n I , n o rv ",~. fT1 I~I Thresher Square 700 Third Street So. Minneapolis, MN 55415 612/339-5508 Fax 612/339-5382 BRW ELNESS ARCHITECTS INC July 6, 1995 Prior Lake Maintenence Facility Construction Type II - N Fully Sprinklered Occupancy Classifications Offices/Lockers 5,463 sJ, Type B Multi-purpose 1,150 sJ. Type A3 Vehicle Maintenence 6,098 sJ. Type H4 Vehide Storage 29,241 sJ. Type S3 Shops (Wood Assembly, Metal Sign Assembly, Latex paint, One Hour Flammable Storage Cabinets) 1,920 sJ. Type Fl Occupancy Separations F1 - H4 One Hour S3 - H4 One Hour A3 - H4 Four Hour 307,1.4 Liquid Storage Lube Room 144 sJ. One Hour Rating 302.1 Exception 2,2, Office and parts storage need not be separated from vehicle maintenence (H4) Allowable Area 505,1.3 Allowable Area Increase Separation on all sides 100 % Increase I~I Thresher Square 700 Third Street So. Minneapolis, MN 55415 612/339,5508 Fax 612/339-5382 BRW ELNESS ARCHITECTS INC 505.2 Unlimited Area Type B, 53/ Fl, Areas are sprinklered A3 (Allowable) 18,200 s,f. A3 ( Provided) 1/150 s.f, H4 (Allowable) 22/400 s.f. H4 ( Provided) 6/098 s.f, Occupant Load Occupants Offices Multi-purpose Lockers Shops Veh. Maint. jMezz, Veh. Storage 3251 s.f. 1150 s.f. 900 s.f, 1920 s.f. 6098 s.f. 29/241 s.f, 33 76 18 20 61 147 507 Mezzanine at Vehicle Maintenence Mezzanine Area 771 s.f. Room Area 5328 s.f. 14.5% Only one Exit Required Office Area Vault Building Type II - N Construction office vault area to meet provisions of Type IV - heavy timber construction m Minnesota Department of Health 121 East Seventh Place P.o. Box 64975 St. Paul, MN 55164-0975 August 29, 1995 City of Prior Lake c/o Mr. Frank Boyles, Manager Prior Lake City Hall 16200 Eagle Creek Avenue SE Prior Lake, Minnesota 55372-1714 Gentlemen/Ladies: Subject: Plumbing for Prior Lake Maintenance Facility, Prior Lake, Scott County. Minnesota. Plan No. 960368 We are enclosing a copy of our report covering an examination of plans and specifications on the above-designated project. A set of the identified plans and specifications is also being returned to you. It is the project owner's responsibility to retain the plans at the project location. It is the plumbing contractor's responsibility to contact the Minnesota Department of Health for inspections as discussed in the paragraphs in the report pertaining to inspections. If you have any questions in regard to plumbing inspections, please call 612/215-0841. If you have any questions in regard to the information contained in this report, please contact me at 612/215-0840. Sincerely, ~~. William G. Deneen, P.E. Public Health Engineer Section of Drinking Water Protection WGD:ter Enclosure cc: Bakke, Kopp, Ballou & McFarlin, Inc~ Mr. Jay Scherer, Plumbing Inspector TDD: (612) 623-5522 (Twin Cities) 1-800-627..3529 (Greater Minnesota) An Equal Opportunity Employer ,. MINNESOTA DEPARTMENT OF HEAlJH Division of Environmental Health REPORT ON PLANS Plans and specifications on plumbing: Prior Lake Maintenance Facility, Highway 21 and Adelmann Street, Prior Uike, Scott County, Minnesota, Plan No. 960368 Submitted by: Bakke, Kopp, Ballou & McFarlin, Inc., 219 North Second Street. Minneapolis, Minnesota 55401 Ownership: City of Prior Lake, c/o Mr. Frank Boyles, Manager, Prior Lake City Hall, 16200 Eagle Creek Avenue SE, Prior Lake, Minnesota 55372-1714 Date Examined: August 16, 1995 Date Received: August 9, 1995 SCOPE: This examination is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or seYIerage system to which this plumbing system is connected. The examination of plans is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Appl"CMll is contingent upon satisfactory disposition of any requirements included in this report. INSPECTIONS: Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. It is necessary that the State Health Department make roughing-in and final inspections of the plumbing system to determine whether it complies with the code. Provisions should be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules. part 4715.2820, of the code. It is the responsibility of the owner, or contractor, as the owners agent, to notify the State Health Department when the installation will be ready for a test and inspection. No acceptance of the plumbing Installation can be given until inspection and testing of the roughing-in work (Minnesota Rules, part 4715.2820. subpart 2), finished plumbing (Minnesota Rules, part 4715.2820, subpart 3), and inspection of the completed installation by a representative of the State Health Department indicates compliance with the provisions of the code. REQUIREMENT(S): 1. Verify that water closets in public bathrooms have an elongated bowl with an open-front seat. 2 All plumbing shall be installed in accordance with the Minnesota Plumbing Code (see Minnesota Rules. part 4715.0320). 3. Materials used for the plumbing system shall comply with the standards set in the Minnesota Plumbing Code (see Minnesota Rules, part 4715.0420). 4. The water piping system shall be disinfected in accordance with Minnesota Rules, part 4715.2250. b, The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. 6. Plastic pipe must be installed in accordance with Minnesota Rules, part 4715.0580(F) and part 4715,0600. Above-grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length, Above- grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is used, 7. Solvent weld joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the pipe and cement (see Minnesota Rules, part 4715.0810, subpart 2). 8. All solder and flux used for the potable water distribution systems shall contain less than 0.2 percent lead, Use of 50-50 solder or flux containing more than 0.2 percent lead is prohibited in potable water distribution systems. Arr-j solder other than 95-5 tin-antimorr-j or 96-4 tin-silver must be specifically approved by the administrative authority prior to use (see Minnesota Statutes, Section 326.371), ~~~,.-~ Prior lake Maintenance Facility Plumbing Plan No. 960368 -2- August 16. 1995 Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions. additional Information, or advanced knONledge make improvements necessary. Approved: ~'~ William G. Deneen, P.E. Public Health Engineer Section of Drinking Water Protection 612/215-0840 Th. C.ntt. 0' lh. Lakt Counlry White . Building Canary . Engineering Pink . Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ~ !!oyv. APPLICATION RECEIVED J()f3/~- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /7~ 7.3 {M,L4~/ Accepted --!- Accepted With Corrections Date: I u--3s--9 C "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." .. ..~.Y? White . Building Canary . Engineering Pink . Planning -" Th. C.nter'l>i tho Lokt Country BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST .v Iy NAME OF APPLICANT ~ trcJ Ihw/ ( ~ . APPLICATION RECEIVED J DJ3 / fJ- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /7b 73 IJd,J/>,,4."/h/ Accepted ---L/ Accepted With Corrections Denied Reviewed By: Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." _---L-_____.._._ MWCC 92C Service Availability Charge (SAC) Commercial Detail PROJECT TYPE : 1tJ New Blildlng Only D Alt<<atlon (change In use) [] Addition D Demolition with New Use ( Attach to Form MWCC 92A ) o Demolition Declaration Only (Attach to Form MWCC 920 ) Proposed Occupant CITY OF PRIOR LAKE Site Address Building Permit No. 95-451 Date Issued 10-6-95 Tolal Square Footage 48,659 CAlCULATION OF SAC CHARGES: Use Quantity SAC UNITS Retail OffICe Warehouse Other sq,ft. @ 3000 sq.ft. Per SAC = sq.ft. @ 2400 sq.ft. Per SAC = sq.ft. @ 7000 sq.ft. Per SAC = = SEE LETTER DATED 10-6-95 = = Determination Made by: ROGER JANZIG Date: 10-6-95 TOTAL CHARGES = 10 6n urilll) Previous Occupant Site Address Demelitlal Permit No. Demelltlal Date Tolal Square Footage CAlCULATION OF SAC CREDITS: Was previous use in existence prior to 1973? D yes D no If no. Original Blilding Permit No. Date Issued .Actual SAC paid for space (waived: (choose one) D Entre Building Additional SAC paid for space involved: Bldg, Permit No(s) SAC UNITS D Portion of Blildlng = Date(s) = TOTAL CREDITS = ~~--') 6nu~)"" If yes. Use 1973 Retail 1973 Office 1973 Warehouse Other Quantity sq.ft. @ 3000 sq.ft. Per SAC = sq,ft. @ 2400 sq,ft. Per SAC = sq,ft, @ 7000 sq,ft, Per SAC = = Actual SAC paid after 1973: Bldg. Permit No(s) Determination Made by : Date: Date(s) = TOTAL CREDITS = ( ) 6n unitII)- )):::FQrabOvesectiori S :'st16WSOOfCeofSACdetermlnattOlt){{{::{{/:)::::::: .. .............. . . '..... ..... ......:.. ..:.:.:.::~:}f~{:~:~:~ :::~:~:: NET A UNITS = 10 NOTE: Determinations based on phone conversations are only estimates. (0.5 rounds up to whole number In unitll) If NET SAC UNITS Is a CFEDIT BAlANCE. please Indicate how many will be resElVed as... Site-specific units of credit (Form 92RCR) or taken as... City-wide units of credit (Form 92A). If a determination for fils location was made by MWCC. please reference date of letter or atlach copy. Architect's Owner [X] Supplemental Architect [Xl Instructions Consultant [X] Contractor [Xl AIi{JDs AlA Document G710 Field ] Other ] PROJECT: (name, address) PRIOR LAKE MAINTENANCE BUILDING Prior Lake, Minnesota OWNER: City of Prior lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 TO: (Con/ractor) Rochon Corporation 12866 Highway 55 plymouth, MN 55441 CONTRACTFOR:General construction of maintenance building and other site items CONTRACT DATED: September 29, 1995 ARCffiTECT'S SUPPLEMENTAL INSTRUCTION NO: 8 DATE OF ISSUANCE: December 6, 1995 ARCffiTECT: BRW ELNESS ARCHITECTS INC 700 Third Street South Minneapolis, MN 55415 ARCffiTECT'S PROJECT NO: 2908 . ZOO The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Descri ption: Several unrelated items, which have no cost change implications: 1) Refer to the attached memo issued by BKBM Professional Engineers dated December 5, 1995 to correct the conditions observed in the field: footings north of Grid 4.8. 2) At the typical brick veneer wall detail at the office area, in lieu of the full grout between precast base and back-up wall, install 1" THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MAY BE MADE BY USING AlA DOCUMENT 0401. pro4.c,.. ....r lic.... ...lMr "600064" ... ca. IN ..,ro..c.. .i'...' violaU.. ..tit 3/1196. AlA DOCUIoUlNT 0710 _ ARCHITBCT'S SUPPLBMBNTAL INSTRUCTIONS - 1992 BDITION ,AlA - COPYRIGHT 1992 - THB AMBRlCAN INSTITUTB OF ARCHITBCTS, J73S MBW YORI: AVENUB N.W.. WASHINGTON D.C. 20006.S292. WARNING: U.Ue..... pllotoco,yia. violate. U.S. co,yriald law. I.. is nllljecl to ....1 pro.ec.tioa. Tlaia .oc.....t.&I electro.ieally Electronic Document Service G710-1992 1 thick rigid insulation up to the elevation of the wash shown, but include a 2" thickness of grout at the wash (on top of grout) to act as a base for the flashing. Do not procede with this if there is a cost change. 3) As noted on the architectural precast shop drawings, all base precast sections (regardless of being below a window or a solid wall) are to have the same profile, with a 1/2" angled 45 degree front, top edge. The precast belt course above the windows is to be 3-5/8" wide in lieu of 4" wide. Attachments: (Here inlert lilting of documentl that lupport delcription.) None. ISSUED BY: BRW ELNESS ARCHITECTS INC BY:Jeffrev L. Oertel Architect AlA DOCUIolBNT G710 . ARCHITBCT'S SUPPLBIolBNTAL INSTRUCTIONS. 1992 BDITION ' AlA . COPYRIOHT 1992 . THB AMBRICAN INSTITUTB OF ARCHITBCTS. 1735 MBW YORE AVBNUB N,W.. WASHINGTON D.C, 20006.5292, WARNING: Ua1Io..... ,..toe."I..olol"', U.S, oo"ri.~ I...... I. ,,'joollol...1 ,ro....li... T". ...._.1... .loolro.lo.Uy ,r.4Ice" ....r Uc.... ....., 396000644 .1. ca. " .'lOtI.C.. wit~o.t violali.. luil 311/96. Electronic Document Service G71 0-1992 2 .B!<BM Inc. ID:6123429482 DEe 05'95 15:57 No.012 P.01 PROFESSIONAL ENGINEERS 219 North Second Street MInneapolis, MN 55401 (612) 333-7101 Fax: <(12) 342-9412 MEMORANDUM BKBMJob No.~S'~S'. ~ 'Z TO: f'~"'" · ~\'- DATE: FROM: SUBJECf: ~1 ~'NQl,(C;.~U'1 V~IJ)(L ~ ~A\N.~. ~~~~ ~ -t~ ~on~~ NEAll- .Cir'IUO 6r) J~'- ~o1L-Tt\ ~\) ~~ O~ ~J) ..... 'l> (ljPw:: · t:=-5' . . ~4\-')) ~ \,..p~ 'to" "W -nre. ~'{ ()'P ~i:. ~~NE. or:: ~ $~~ ~U)""N. ~ P\~ wEJQ.E. CbrULoECl""Li ~ ...,,' ~T o~ ~ ()~ ~ ~~J.....J 'T'l)~ (.L)lA?~N. 'B\Ij""' 1"tt1e ~0't\N.~ N~ ~ t':o~..vno~s. ~~N ~ ~ ~ ~..n'~) (2..\/S~. ~ ~ \is:;. -'1bv ~E. ~1 6N~S\l~? c: ~~~ ~~. I!-o~ ~ '... F-JIr~.c:..ft~.,.>1r ~~'C1l204b _.._...... BAKKE Karp BALLOU &: McFARLIN, Illle. BKBM Inc. . ,..It .ru 10:6123429482 DEe ~Ia, M1nnuo1a Aoche8Ier. Minnesota Ma1IhIlI. MInnuota Albert Lea. MiM850ta 05'95 15:57 No.012 P.02 SHEET "0. _..~ J ~1? JOe 1152/,!J. ~~ DATE 11. ~'''.?. BAkKE I<cPP aAUOO& McfAfUt N::. ~ENG1NEERS enSIGNEA.. "'"""~ DeSIGN OF ~ ~ , " !, "'''~, I\)~e ~ ~.~(~ ~I P~a.. ~Nf'. , ,,~~Vl~e. \Q-'*'7X.oz!"',1I ~. ! PfI,s",,-, t ~.., ~vr: AU.o ....''''1''... t"fi<H\()e ~-t... '~~.'~:" I I " 1i.",;. : .'" .'" , , , , .-._-~ --. .... .." --..--.... . ........----. , ,~, " ,1-" ".. I . I ,I, , :"" '":''' I' I . '~ ., 'I" ., :' : ~ It. . , . ~~' l$ee ~t.r.~si 9Evtl~ l.;D~I4t..r ~ ,~!J~ "QF ..:,~O \!::.J ~ \-e : y~ u a.' 1'-0 I' No ~ "\1nt.u ~.4'0, . cr::r6r. ~~ ~~O Gr '> ~o ( 4;:. .,.-v~ Cot- --.- ,'1 f!E-vlIOe. CIf ~.... :0 1( '1-- '7 ~ E4S:. -t>",,\..oL.. . at:l-. "t 6r12o.U'-.~o "~l,"~, ~~ ~S. ~S f' 4;..em.:', PI~ I, ,f... f'~~-r ?A-N~ \%0 (~ I (~.~ . ~.c;,~ \S.I I<PO~.I& ~; ~... 1 ~"-l~~,~ ~';OO. @' ~o~ ~'lo;..'~ f'IIDf-Ttt ~ Gr~ Q ~-e ~ l/4f-" =-t~o " N ~ f'..:f f\ +.f7 ~v ~6( N~ (i.{n.JQ &- ) ~o Architect's Owner [X] Supplemental Archi teet [Xl Instructions Consultant [X] Contractor [X] AIP/JDs AlA Document G710 Field ] Other ] PROJECT: (lIame, address) PRIOR LAKE MAINTENANCE BUILDING Prior Lake, Minnesota OWNER: City of Prior lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 TO: (Coli/rae/or) Rochon Corporation 12866 Highway 55 Plymouth, MN 55441 CONTRACTFOR:General construction of maintenance building and other site items CONTRACT DATED: September 29, 1995 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 8 DATE OF ISSUANCE: December 6, 1995 ARClllTECT: BRW ELNESS ARCHITECTS INC 700 Third Street South Minneapolis, MN 55415 ARClllTECT'S PROJECT NO: 2908 . ZOO The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Descri ption: Several unrelated items, which have no cost change implications: 1) Refer to the attached memo issued by BKBM Professional Engineers dated December 5, 1995 to correct the conditions observed in the field: footings north of Grid 4.8. 2) At the typical brick veneer wall detail at the office area, in lieu of the full grout between precast base and back-up wall, install 1" THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MAY BE MADE BY USING AlA DOCUMENT 0401. '104.... ..4or Uce... ....., 3"000644 au ca. " ",10..0.. will...t .iolaU.. ....n 311196. AlA DOCUMBNT G710 . ARCHITBCT'S SUPPLBMBNTAL INSTRUCTIONS. 1992 BDITION . AlA . COPYRIOHT 1992 . THB AMBRlCAN INSTITUTB OF ARCHITBCTS. 173S NBW YORK AVBNUB N,W,. WASHINGTON D,C, 20006.S292. WARNING: U.Ii....e4 ,htocopyi...iolalo. U,S, copyri..t I.... ..4 i. ...ject to 1...1 'ro....tio., Tu. doc._.t.... .1..trooicaUy Electronic Document Service G710-1992 1 thick rigid insulation up to the elevation of the wash shown, but include a 2" thickness of grout at the wash (on top of grout) to act as a base for the flashing. Do not procede with this if there is a cost change. 3) As noted on the architectural precast shop drawings, all base precast sections (regardless of being below a window or a solid wall) are to have the same profile, with a 1/2" angled 45 degree front, top edge. The precast belt course above the windows is to be 3-5/8" wide in lieu of 4" wide. Attachments: (Here illlert Iiltillg 01 documelltl that lupport delcriptioll.) None. ISSUED BY: BRW ELNESS ARCHITECTS INC BY: Jeffrev L. Oertel Architect AlA DOCUMBNT G710 . ARCHITBCrS SUPPLBMBNTAL INSTRUCTIONS, \992 BDITION . AlA . COPYRIGHT \992. THB AMBlUCAN INSTITUTB OF ARCHITBCTS. 1735 NBW YORIt AVBNUB N,W,. WASHINGTON D,C. 2000'.5292, WARNING: Uoli.._. ,hl...opyl.. .101.... U.S. .opyrl.~ I... ... I. ..~jecll. ....1 ,ro....li.., ni. .....-. ... ....Irool..uy ,r.'lco' ....r lic..ao ......... 396000644..4 eal ... "'10.'00' wilkOI" vi.tali.. ..liJ 3/1/96. Electronic Document Service G710-1992 2 B,KBM Inc. ID:6123429482 DEe 05'95 15:57 No.012 P.Ul PROFESSIONAL ENGINEERS 219 North Second Street Minneapolis, MN 55401 (612) 333-7101 Fax: (612) 341-9412 MEMORANDUM BKBMJob No.~S'~s., "Z DATE: "''*~ ()E;.{U~ Q ~ 5' DE,.(. "S' ~1 ~,~QLIC;.~U'1 V~~~ ~ ~A'\~\. y~~~ f"A-)C. ~ ~ \ \..... TO: FROM: SUBJECT: 'Ttt;c: -t't'lo rooTl~~ N&::.All- Gr'fUO 6r > ~~,- ~otz-Tt\ ~t> ~~ Dr::- ~J) "".~ (1/.''= '.F-~'. 'F'4\-')J ~ I,..o~ f.O" "10 \"ttE ~"{ o'F' ~e:. ~~NE_ oF ~ $~(,... ~U),..,,,,,"ll1E:. P\~ wEJQ..E. O!>Q.JLEC("'Li ~ C;),' €.A'>T or;::. ~ o~ ~ ~.f'""-j 'tl)~ U,lKJM~. 'B\ofl 1"tt1C. ~O'T\N. t:n". ~~....n ~ t':o~1){lCN.~ ~~N ~ ~ ~ ~ ') (<.\/S~. ~ ~ ,,~ -ibv ~E.. 1lcN1 GV~S'Tlet\? c: ~~-r ~~. I'-o~ ~..,. Pp..~$'~1-."s1f ~~. olZo4l::r _-__.,,' BAICICE JroPP BALLOU .t. McFARLIN. 11IIC. BKBM. InC'1 ~ .,. =roo, . =~ENGWEERS ID:6123429482 DEe ~M1nnuota Roc:h8eI8r. Minnesota ManItlII. MIMeIota Albeft lM. Minne80la I"'.UL DESIGN E.... "...; ~ 01:SIGN OF ~ ~ I .,"'~lve, \o-"?X"Z~lq ~. , t'flJ""'.. E:.f'ci1t."1 ~vr: Al$o _.....~..... r~\{)e ~-t... .~.;.. ~:.. i\Je,e, ~ ~.~(~ ~r f'~a- \WVIt N" . I I .-,--~ I~~: .~. ~'.. _~..__.:~. '. .:,_...__~_:' ,: ,l.. ,I... ,.... " . i.......:,.. I. I . . - . "!t' .. ;. , I . ... It. . ~ ff1 ' l ~e:e f?rtroO ~ si 9c:.~''tl~ l..DD\L.t t4c..r 'i:' .~!J 1\00\- . ,t::!F , .:. 6cflJO \!:5J ~\e: Y1' \I s.: 1 '-0 I' NCJ1Z-'tW 1'\tItv Fr6r- "4~ Gc-~O ~ '>~-O .c..4'b ( ~ "rv~ CD'- ~ tll flE-vllOe Cl(.......~lC ~-.., ~~. -t>,.~L.\..- . atJ'L 'f 6rl2...vr.NAoo "~l,"f:...,;z.~ ~!.. ~s ,.. ~~~. PI~ II ,4, l'~~"t ?.4rN~ \~ {F="+ I (~,~. ~,c;z.~ \S" 10-"0 "to J. tt ; 'Pr",. 1 ~., ~ ,~ I 4~^ .... N ~ ..,..", . @. ~o~ ~llo...\~ tII Of-TH" ~ 6,-~ Q ~-e ~ l/4-" ':;1~O It N~f\.=f~ -+ . f;:7 ~e.v r-T6( t.J~ (l.{fU Q &- ) ~ (.;) Architect's Owner [Xl Supplemental Archi tect [X] Instructions Consultant [X] Contractor [X] AIP/JDS AlA Document G710 Field ] Other ] PROJECT: (name, address) PRIOR LAKE MAINTENANCE BUILDING Prior Lake, Minnesota OWNER: City of Prior lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 TO: (Contractor) Rochon Corporation 12866 Highway 55 Plymouth, MN 55441 CONTRACTFOR:General construction of maintenance building and other site items CONTRACT DATED: September 29, 1995 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 2 DATEOFISSUANCE:October 11, 1995 ARCHITECT: BRW ELNESS ARCHITECTS INC 700 Third Street South Minneapolis, MN 55415 ARCHITECT'S PROJECT NO: 2908 . ZOO The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: This ASI includes several unrelated items, as follows: 1) Attached is sheet R-C3 (8-1/2" x 11") indicating the approximate setback distance of the salt/sand building from the westerly and southerly property line, totaling 405' +/- from the western-most property line to the southeast corner of the salt/sand building and 35' from the south property line to the southeast corner of the salt/ sand building. The final size in plan of the salt/sand building has THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RE.SPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MA Y BE MADE BY USING AlA DOCUMENT 0401. pr04ac04 ...or l;ce... ..-.Mr 396000644 ... ca. IN repro'..c." willl.at violatio. ..lil 3/1196. AlA DOCUMIlNT G710 . ARCHITBCT'S SuPPLEMENTAL INSTRUCTIONS. 1992 BDITION . AlA . COPYRIOHT 1992 . THB AMBRICAN INSTITUTB OF ARCHITECTS, 1735 NBW YORI: AVBNUB N,W,. WASHINGTON D,C, 2000'.5292, WARNING: U.lic....d p~olocopyio. viol.tel U,S, copyri.~II'.1 ..d il ..~jecllo lo.al "ol""olioo. nil doc'''''I.aa olocl,ooically Electronic Document Service 0710-1992 1 not yet been determined since the work is being bid. 2) As a reiteration of the addendum, all dimensioning for the steel and footings within the entire office and operations area (grids A through F and 1 through 5) shall be based on the re-issued architectural sheet A1.1 as noted i~ the addendums. Steel, masonry and concrete footings shall be based on the dimensions shown on this re-issued sheet, and not the structural sheet S2. Most of the masonry is on coursing. 3) Joist bearing elevations at the Vehicle Maintenance area (grids F - G and 2.1 - 8) shall be based on the structural set of dimensions (as opposed to that indicated on architectural sheet A4.1). All concrete panels shall remain as shown on the plans, including the top-of-wall heights of 124'-2" and 125'-0", and shall remain at different elevations as indicated. 4) Within the central office area, as shown on addendum #1 building section: there are four round columns (with a narrowing head detail as shown) that extend up to within 6" of the ceiling. Note that these columns are not to be structural concrete as originally shown, but to be a stucco on lath and furring. This stucco work encloses the four steel columns (shown on the structural drawings) that extend from the footings up to the beams that are above the dropped ceiling. Item #4 and the following items may have cost implications. verify with the Architect before proceding: If so, 5) All acoustic ceilings shall be pre-finished metal in lieu of aluminum specified. (credit) 6) Provide fewer exterior metal signs than specified in section 10400. No more than the total number of signs graphically shown on CE3 shall be required. (credit) 7) Roof insulation average shall be R-22 minimum (or greater per the current codes) in lieu of 19.5 specified. (add) Attachments: (Here insert listing of documents that support description,) Drawing R-CE1 ISSUED BY: BRW ELNESS ARCHITECTS INC BY: Jeffre Architect AlA DOCUMBNT 0110 - ARCHITBCT'S SUPPLBMBNTAL INSTRUCTIONS - 1992 BDITION - AlA - COPYRIGHT 1992 ' THB AMBRICAN INSTITUTB OF ARCHITBCTS, 1735 NBW YORK A VBNUE N. W.o WASHINOTON D.C. 2000'-5292. WARNINO: Ulllic....4 plt.loco,yi., viol..... U.S. co,,.ri,'''.'.1 u4 i. ...;eel. to lo.a. ploleelli... Tlti, tloc.meat .a. eJectrolieaU,. pro41cetl ..40' lie...e. .._IN, 39'000644 ..4 eal be reprotllce4 witlt.a.. vlol.ti.1 ..tit 3/1196. Electronic Document Service 0710-1992 2 I \ 7 (60" ~ - 3246 GRA TE 5,90 ,28 .. RCP ).86% I 4~\15" RCP CL3(@ 0.98% ra-) -- .-:-......... i\ - ~;E_D -r MHCB 3 (60" ~) CAST R-3246-B W/DL GRATE RE 945.30 IE 941.36 , ; H 5 (EO" ~ C ST R":"'1733 R 947.17 -. I 940.35 4cS' . -ro' ftZ-oi>>ai."Pt LIeJE:, FI E::.L.:D YG~I-F l' ~.~ --t'./ - ..-_. ._-...... ... ...LU. . v" ... --_... -.-.... --.........- MAXIMUM LIMIT F TREE REMOVAL IS 8' FROM B LDING (ALL 3 SIDES) 50' ,A-s'! -~~ PRIOR LAKE MAINTENANCE FACILITY PRIOR LAKE, MINNESOTA PROJECT NO. 2908AOO DRAWN BY CHECKED BY RJG JBH DATE 8/24/95 DRAWING NO, lZ-CE1 Architect's Owner [Xl Supplemental Architect [Xl Instructions Consultant [X] Contractor [Xl AIP/JDS AlA Document G710 Field ] Other ] PROJECT: (lIame, address) PRIOR LAKE MAINTENANCE BUILDING Prior Lake, Minnesota OWNER: City of Prior lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 TO: (COli tractor) Rochon Corporation 12866 Highway 55 Plymouth, MN 55441 CONTRACTFOR:General construction of maintenance building and other site items CONTRACT DATED: September 29, 1995 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 4 DATE OF ISSUANCE: October 18, 1995 ARCHITECT: BRW ELNESS ARCHITECTS INC 700 Third Street South Minneapolis, MN 55415 ARCHITECT'S PROJECT NO: 2908 . ZOO The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: The information within this ASI will be required for the project, however, do not proceed with the work until a cost for all items has been provided to the Owner and Architect, and approved. This ASI includes clarrifications related primarily to mechanical and electrical items, as follows: 1) Revised Sheet M5 is attached. As shown, delete the entire buried supplementary RWL (for overflow storm) as origianlly bid, and provide THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION, AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MAY BE MADE BY USING AlA DOCUMENT D401. pro4.co. ...or tice... ..mber 396000'." u4 e.. ... reprod.cod wit.oat violatio. .atil 3/1196. AlA DOCUMENT 0710 . ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS, 1992 EDITION - AlA . COPYRIOHT 1992 . THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUB N.W.. WASHINGTON D.C. 20006-5292. WARNING: U.lic.'led plilotocopyilg violate. U.S. copyri,"t la.1 ... i. nbject to legal prolocali.l. T.iI doca..at .a. oloctro.ieall,. Electronic Document Service 0710-1992 I two overflow pipes that extend to the exterior wall for discharge. The distance from roof to the wall location is approximately 20' at each location. Run the pipe within the ceiling up to the exterior wall. Drywall contractor shall provide a furred-out wall at the corner of room #138 (approx. 12" x 12" x 8' high). The masonry contractor shall carefully cut or core brick/stone around the 4" round pipe, and seal. 2) Concerning the electrical component for the radiant heat system, electrical contractor shall provide wiring and related work for make- up air units MUA-1 and MUA-5 as noted in the attached BKBM "Change Order" . Attachments: (Here insert listing of documents that support description.) BKBM Drawing, revised M5 (Mechanical change #1) and Electrical change #1. ISSUED BY: BRW ELNESS ARCHITECTS INC BY: Jeffrev L. Oertel Architect AlA DOCUMENT 0710 . ARCHITECT'S SUPPLBMENTAL INSTRUCTIONS. 1992 EDITION. AlA . COPYRIGHT 1992. TMB AMERICAN INSTITUTE OP ARCHITECTS, 173' NEW YOU A V8NUB N. W.. WASHINGTON D.C. 20006-5292. WARNING: Ualico.lecl ,'otoeo,yi., violate. U.S. co,yri,'t 1... ..4 i. ....;eet to lela1 ,ro.Klti... T.iI .ocI_at wa. electro.ieally pr041ce4 ....r lic.... .I...r 396000644 ... ca. k reprocl.c." wit'..t violatiol l.iI 3/1196. Electronic Document Service G71 0-1992 2 .~ .IU PROFESSIONAL ENGINEERS 219 North Second Street Minneapolis, MN 55401-1460 (612) 333-7101 Fax: (612) 342-9482 PRIOR LAKE MAINTENANCE FACILITY MECHANICAL CHANGE ORDER Ml (OF BR'.vEf~ CHANGE ORDER NO. BKBM ENGINEERS, INC. October 13, 1995 BKBM Job No. 95265.12 ) DRAWINGS M5 - Office Plumbing Plan Relocate overflow rainwater leader per attached drawing M5. END OF CHANGE ORDER Job Diak\add-co\CO-M1.o13 BAKKE KOPP BALLOU & McFARLIN, INC. An Equal Opportunity Employer .~ .IU PRIOR LAKE MAINTENANCE FACILITY ELECTRICAL CHANGE ORDER El BKBM ENGINEERS, INC. October 13, 1995 BKBM Job No. 95265.22 PROFESSIONAL ENGINEERS 219 North Second Street Minneapolis, MN 55401-1460 (612) 333-7101 Fax: (612) 342..9482 DRAWINGS 1. Sheet E8 A. Electrical Power Plan 1) Delete Note 33 from make-up air units MUA-1 thru MUA-5. END OF ELECTRICAL CHANGE ORDER El lob DiK\Add-CO\CQ.El.013 BAKKE KO?P BALLOU & McFARLIN, INC. An Equal Opportunity Employer Architect's Owner [Xl Supplemental Architect [X] Instructions Consultant [X] Contractor [Xl AIP/JDs AlA Document G710 Field ] Other ] PROJECT: (lIame. address) PRIOR LAKE MAINTENANCE BUILDING Prior Lake, Minnesota OWNER: City of Prior lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 TO: (ColI/ractor) Rochon Corporation 12866 Highway 55 Plymouth, MN 55441 CONTRACTFOR:General construction of maintenance building and other site items CONTRACT DATED: September 29, 1995 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 5 DATE OF ISSUANCE: October 19, 1995 ARCmTECT: BRW ELNESS ARCHITECTS INC 700 Third Street South Minneapolis, MN 55415 ARCmTECT'S PROJECT NO: 2908 . ZOO The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: Concerning the sitework and the unsuitable soils that were discovered, proceed as follows: 1) At the area (approximately 50' x 100') in the northwest corner of the site, provide an additional 1-1/2' to 2' sub-cut as directed by Braun/Intertec. Excavate no more material than required. 2) Use either imported material at a cost of $11.00/yard or borrowed THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MAYBE MADE BY USING AlA DOCUMENT D401. pro4.ee41 ..ar lic.... ".Hr 3'6000644 ... eal " re,ro..co4 willlolt viotd;.' I.il 3/1196. AlA DOCUMBNT G710 . ARCHITBCT'S SUPPLBMBNTAL INSTRUCTIONS. 1992 BDITION ,AlA. COPYRIOHT 1992, THB AIoIBRICAN INSTITUTB OF ARCHITBCTS, 1735 NEW YORK A VBNUB N, W" WASHINGTON D,C, 20006.5292. WARNING: UIIi......4 .~.IK.pyi., vi.loto. U.S, ...yril~ll.... ..4 i. nbjeoll. 1.,.1 pro....li... T~. 4K.....1 .... .1.ot,..i..l1y Electronic Document Service G710-1992 1 material from on-site (including the additional handling and drying costs) with a maximum cost of $8.52/yard. If the borrow material is too wet or unsuitable, use the imported fill. 3) Confirm, in advance, where the excavated inadequate soils are to be placed. Since it is the intent of the city to use the borrow-pit area location for a future building pad, do not place unsuitable soils at this location. 4) Braun shall advise the Architect in advance as to when the allowance for soils inspection services is about to exceed the dedicated $2,500.00. Authorization shall be given by the Architect, in written form, upon notice, review and acceptance of the additional soils/inspection services. 5) Changes to the work for additional subcutting and backfill shall be verified in the field by Braun/Intertec. The substantiated costs shall be provided in addition to the base contract, in the form of a Change Order, that must be approved by the city council. Attachments: (Here iltlert Iiltiltg of documelttl that lupport delcriptiolt,) None. ISSUED BY: BRW ELNESS ARCHITECTS INC BY:Jeffrev L.~el Architect AlA DOCUMBNT 0710 - ARCHITBCrS SUPPLBIoIIlNTAL INSTRUCTIONS - 1992 BDITION ,AlA, COPYRIGHT 1992, THB AIoIIlRICAN INSTITUTB OP ARCHITBCTS. 1735 NBW YORK AYBNUB N,W,. WASHINOTON D,C, 20006-5292, WARNINO: Uallc..... ...toc."i.. vl.l.to. U,S, ...yri.1ot la..... I. nbjo.t t.I..al .ro....ti... nil .oc....ot.u .Ioolrool.ally p104lco' IHer lic.... .....r 3'6000644 al' ca. k R,ro'lce' witltolt violatiol ..lil 3/1196. Electronic Document Service 0710-1992 2 Architect's Owner [Xl Supplemental Architect [X] Instructions Consultant [Xl Contractor [X] AIP/JDS AlA Document G710 Field ] Other ] PROJECT: (name, address) PRIOR LAKE MAINTENANCE BUILDING Prior Lake, Minnesota OWNER: City of Prior lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 TO: (Contractor) Rochon Corporation 12866 Highway 55 Plymouth, MN 55441 CONTRACTFOR:General construction of maintenance building and other site items CONTRACT DATED: September 29, 1995 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 1 DATE OF ISSUANCE: OC t ober 3, 1995 ARCHITECT: BRW ELNESS ARCHITECTS INC 700 Third Street South Minneapolis, MN 55415 ARCHITECT'S PROJECT NO: 2908 . ZOO The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: This ASI includes several unrelated items, as follows: 1) Attached is sheet R-C3 (8-12/" x 11") indicating the setback distance of the building from the northern property line, totalling 53'-4". 2) The "Tower alternate" is to be value-engineered and re-estimated by the Contractor at a later date. The dimension of the setback provided THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAJ:TED AlA DOCUMENT MAY BE MADE BY USING AlA DOCUMENT D401. prod ace. ..4.r Iic.... .....r 396000644 ..4 ca. " repro4ace4 .it'.at violatio. ..liI 3/1/96. AlA DOCUMENT 0710 . ARCHITBCT'S SUPPLBMBNTAL INSTRUCTIONS. 1992 BDITION . AlA ' COPYRIGHT 1992. THE AMBRlCAN INSTITUTB OF ARCHITECTS, 1735 NEW YOn AVBNUB N.W., WASHINOTON D.C. 20006.5292. WARNINO: Ualice...d ,1I.toe.,yi., viola"'l U.S. co,yrillll la.I..4 i. ..~ject to le,l. proa.catio.. Tllia doc.meat w.. eleclro.ieall)' Electronic Document Service G710-1992 1 herein is final and code-compliant regardless of the city's acceptance of this alternate. 3) Section 08710 and Hardware Schedule: there is no hardware group 22. Doors #103B and 111A are group 14 and door 115A is group 9, in lieu of group 22. 4) Hollow metal frames for doors 117A and 117B include a horizontal mullion that divides the glass into two section, each frame. Divider is required to meet code and is approximately 3'-4" a.f.f. Attachments: (Here iltsert listiltg of documeltts that support descriptiolt,) Drawing R-C3 ISSUED BY: BRW ELNESS ARCHITECTS INC BY: Jeffrev L. Oertel Architect AlA DOCUMBNT 0710 . ARCHITBCT'S SUPPLBMBNTAL INSTRUCTIONS. 1992 BDITION ' AlA . COPYRIOHT 1992 ' THB AIoO!RICAN INSTITUTB Of ARCHITECTS, 1735 NEW YORK AVBNUB N.W., WASHINOTON D.C. 20006.S292. WARNING: U.lice..e. ,IIotocopyi.,violal.e1 U.S. coPyrilll& lawl..4 it ..~jocl to 10lal ,roleeati.a. Tllia doc.meat was eloetroaicaUy ,ro..c04 ..40r lie..... ..lIIkr 396000644 ... ca. H ",ro4aco. wiO.at violalio. aalil 3/1196. Electronic Document Service G710-1992 2 I / / / / / / / / / / ,// / I ~zC> <(Wz u~_ ClW~ Z>O::: <(<(< :cc...~ / / / / / / / / / / / / / / / /~ / / / ,;J) ,- /~ ; .: !:! j ..-\ 11- 1 H J) 4. '.........-- ............, .... .....,...." , . ; \ I I I :......, . } "......~/ .:--.. '- ""'" .....,.."... , , ~~~ u W (;F:!;;l <(><( CD~lL.. CDIC> O:::L-Z ~g Cl:::I:::> W(/)CD 0..:::> <(...Jr- ~r-l..i...<( ,--- , (/)~ r-r oS ....J ' O~ z- -<( ~o.. Cl::: <(W ! a.. t: ~ ~ C> ". Wz ..,~~ r- Q!, .... ::><( lL..0.. '- '- '- '- '- ""- ............ ""-""- ~L I LZ; .t"t-+~ = /'....... .....:--- Architect's Supplemental Instructions AIP/JDs AlA Document G710 NOV I ./995 Owner [X] Archi teet [X] Consultant [X] Contractor [Xl Field ] Other ] PROJECT: (flame, address) PRIOR LAKE MAINTENANCE BUILDING Prior Lake, Minnesota OWNER: City of Prior lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 TO: (Cofltractor) Rochon Corporation 12866 Highway 55 Plymouth, MN 55441 CONTRACTFOR:General construction of maintenance building and other site items CONTRACT DATED: September 29, 1995 ARCmTECT'S SUPPLEMENTAL INSTRUCTION NO: 6 DATE OF ISSUANCE: November 13, 1995 ARCmTECT: BRW ELNESS ARCHITECTS INC 700 Third Street S~uth Minneapolis, MN 55415 ARCmTECT'S PROJECT NO: 2908 . ZOO \~ 'L The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: The following items shall be incorporated into the work as follows: 1) Hardware: supplier may provide all cush-type LCN closers for the project without the separate hold-open bars. Disregard the "redline" notes indicated on the approved shop drawings for these closers. This change is conditional upon the supplier accomidating minor issues at the jobsite at no additional cost to the Owner. All other shop drawing redlines and notes shall be incorporated into the work. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS ,COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MAY BE MADE BY USING AlA DOCUMENT D401. pro4ue4 ..40r lice... .......r 3'6000644... en .. re,ro..ce4 wit,..t violatiol ..lil 3/1196. AlA DOCUMBNT 0710 - ARCHITBCT'S SUPPLEMBNTAL INSTRUCTIONS. 1992 BDITION . AlA . COPYRIGHT 1992 . THB AMBRlCAN INSTITUTB Of ARCHITBCTS, 173' NBW YORE A VBNUS N. W.. WASHINGTON D.C. 20006.5292. WARNINO: U.lice.... ,'.tocO'Y'11 violat.. U.S. copyriSltt lawl ad i. ....;ect to leSI. ,ro.eeltiol. Tlti, 4OClmolt .1. oJ.cllolieaUy Electronic Document Service G71 0-1992 1 2) Per the Contractor's request, the footings shall be lowered because of cold weather coditions in lieu of extra protection and cover. The revised footing details shall be forwarded to the Contractor by BRWEA upon receipt of memo incidating which footings are intended to be lowered. The berm at the north elevation of the building will be eliminated: thus, eliminate the waterprooifng at the north wall, and provide a berm (instead) at the same height set way from the building between property line and building: field verify as necessary. Maintain a positive slope away from the outside walls, starting at a minimum of 6 feet from the building facade. 3) Because of inadequate quantities of granular material, Contractor shall provide imported material at the building pad location until complete and ready for base material and all subsequant work. This work shall be provided per the unit prce of $11.00/yard (in-place and compacted). Do not proceed with the 2' subcut and placement of fill at the parking and drive areas until approved by the Arshitect. This work is scheduled for spring and the Owner will be persuing other means of performing this work at the least possible cost. Attachments: (Here illsert listillg of documellts that support descriptioll.) None. ISSUED BY: BRW ELNESS ARCHITECTS INC AlA DOCUMBNT 0710 . ARCHITECTS SUPPLBMENTAL INSTRUCTIONS. 1992 EDITION. AlA ' COPYRIOHT 1992. THIi AMERICAN INSTITUTE OF ARCHITECTS, 17H NEW YORK AVBNUB N.W.. WASHINOTON D.C. 20006,5292. WARNING: Ualic...... pllotocopyi.. viol.I.e' U.S. copy"alll.... ..eI i. "';eello le..1 ,roaec.ti... Tllia eloc...lIt WI' electro.ie.lJy ,ro',ce4 ..4er tic.... .....r :1'6000644..4 ca. k re,roclu.. witll..t violalio. ..tU 3/1/96. Electronic Document Service G710-1992 2 q~... L(~ ( Architect's Supplemental Instructions Owner Architect Consultant Contractor AlA Document G710 - Electronic Fromat Field Other OWNER: ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: DATE OF ISSUANCE: Februarv 14. 1996 ARCHITECT: BRW ELNESS ARCHITECTS. INC. Thresher Square 700 Third Street South Minneapolis. MN 55415 ARCHITECT'S PROJECT NO: 2908.Z00 PROJECT: (name, address) Prior Lake Maintenance Center Citv of Prior Lake 16200 Ea2le Creek Avenue S.E. Prior Lake. MN 55372 TO: (Contractor) Rochon Corporation 12866 Hil!:hwav 55 Plvmouth. MN 55441 CONTRACT FOR: General Construction CONTRACT DATED: The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: Refer to attached sheets A. B. C. and D for clarifications on various items as follows: A. Electrical room indicatinl!: location of ships ladder and louver. B. Sketch of exterior wall showinl!: lavout of precast belt course. head. tile and related items. C. Revised parapet wall at Grid N. simplifvinl!: and improvinl!: detail. D. Detail at main entrv at soffit between brick wall and entrance (Note: it is desired to trade costs: Redo EFIS at parapet wall and add EFIS soffit at entrv. Attachments: (Here insert listing of documents that support description.) Sheets A. B. C. and D. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MAYBE MADE BY USING AlA DOCUMENT D401. AlA DOCUMENT G710 ' ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS, 1992 EDITION, AlA . COPYRIGHT 1992. THE AMERICAN INSTITUTE OF ARCHITECTS. I73S NEW YORK AVENUE N.W.. WASH1NOTON D.C. 20006.S292. WARNINO: UIUCCI.cd'p,,"otocopyilg violalea U.S. copyrig~llawl ..4 il nbjeet to legal prolccaliol. Ttai, doc.melt was eleclroaically produed ..der lice"e limber 796000254 aid UI be reprodlced willlol. violatiOl ..til 7/31/96. Electronic Document Service G710-1992 1 ISSUED BY: BRW ELNESS ARCHITECTS. INC. BY: Jeff Oertel Architect AlA DOCUMENT G710 _ ARCHITECT'S SUPPLBMENTAL INSTRUCTIONS - 1992 EDITION - AlA ' COPYRIGHT 1992 ' THE AMERICAN INSTITUTB OF ARCHITBCTS, 173S NBW YORK AVBNUE N,~" WASHINGTON D.C. 20006.5292. WARNING: U.liccue4 phloc:opyil' violate. U.S. copyrig.t lawI ..4 is nbjec:llo lega. ,loaee.tiol. T~. 4oclmoat wu electroDically ,rod Iced .der licc..e ..mber 7960002S4 ... ca. bo reprod.cod williolt. viotaLioa ..lil 7/31196. Electronic Document Service G710-1992 2 PRIOR LAKE MAINTENANCE CENTER BRWEA PROJECT #2908.Z00 FEBRUARY 14, 1996 SUPPLEMENTARY DETAIL/SKETCH , / e ----1..- M~~, \.-oUve('l.... ///// /// /1 i"/"'. / ~// ,/ __ -- ~A:- '0 :!" I g, ~l . ?};..O ~~ -s w , -r c...1-1 c... f;. ~ fZ.., - ~t-\ I po::;.. \.A'-O'D6C2- I I I l-_l 'BU~ ..................,;'\<ll.,. - - - l!' - ,.,.:ao&2lt BLE.~ .1<-C::>OK ~ \ 1-~ V ~~lI'IoI"-"-' ..... A-1i,P' ~r -1-- t: \ I I \ .. \ C\ I . ~I \ ;\ \\) 1 _, t- \ PRIOR LAKE MAINTENANCE CENTER BRWEA PROJECT #2908.Z00 FEBRUARY 14, 1996 SUPPLEMENTARY DETAIL/SKETCH . ~~.;;:.-,:=:~~-~:~~~~~;~:==~~~.'!...'~ ".'--, \ 1 c;,,14e..c" Me.r~~ ~f ----._- . --'. . ~-'. ---'--~----'ll~" ~.__...~ e" )C ~" T '" ":"~~.~",. ---~'PR.~ _ I La ._~:------ _ - -_.~-~-:.~~_._. . ,,~ '. '. ~ ...--- ~ 'e>E.L.T ._..., ''''-~'''''' - - --= . - - - -- -I" _ __'" """ _. ____ _ _ '-{..IlJ () ~ ~ ....- ,"""",-. -- ---~-..... . ~ c.. -'-....,. ~.::-- -'~._.-."~-" --. -~-"'~"~:~~;~!~~'5T "'. ~"." : -.... 1;--.-'~'1>.~- Iff-AD .----........... ....... "'I''''' - - ". --'- 1 ". ---"-.' " "'-"_~~'--'--,- ...... '-" -""111 ..........---..--..:---- 1 --'--- -. :;: . ~-I l\ ~ -( r . ~..........c, .;\ 1\ . i '.- 11 .'" __ I \J; '. ".~ I, ""'~~':' ~lv "oow~ ~ ~... I ......,.~.. . -. ......_, ..... -, . . '."'" '" {\ F~~~ ~e- . :---... A~'. -- PRIOR LAKE MAINTENANCE CENTER BRWEA PROJECT #2908.Z00 FEBRUARY 14, 1996 SUPPLEMENTARY DETAIL/SKETCH 1---.........------.---.'.----. t1 -I dl 11\ i >' I ~ I f' {2-ot/ 1'0 E::, ~\-1€..e. ,- ~ \ H~\p.~ C.otJTIIJvOJ!:l 1 \I ~ f{LD H Wtl.-L...-l...- \""0 G. p.. p.. 4" o c5 -' ....---...- ""'" - l ...,--- .-~- "=~'-"'. -.. I -=~':>-'~ t .----..- .-- -..---'-- ~.r .... I ................-_.. ....-., ( ~..-..... . .,.'- --....... -- ....::::---' 1 ~-""'-".i +-- - ,I" ./ ~. ..--- , - \ ? Tp..rJ 0 A-.(2.P f:. A ~ ~Tr"oK -rE,e.,M I to - ~TI or--!>. OM', SF'\!> ~'T'~\e;H ~ TI-\-~ ~ l--OC,..p..1\ t..~ I I : j { ( I -3\ . ,,\\"><".\. --~- /-j c:?:Ee 11/.b-1.. Foe. -r~P. vJP-,u.- \~ PE:... ~. ~Tp.."'D~P _~ W ~lJ..; VE..-TAI V ~E:..T~L Mo"D\F IC-~Tl ON G biZ-lO N ) ND~n--\ c-o~ rE.(2... ~u=- T2.a:'> H t WA..~ 1 ~c...12-~ vJ~t-'-'. PRIOR LAKE MAINTENANCE CENTER BRWEA PROJECT #2908.Z00 FEBRUARY 14, 1996 SUPPLEMENTARY DETAIL/SKETCH f P ~A?'f ~ '-<'V"~ ~121~ ~~. L2 "V.. . -\ /-. / C>// ~ r\ ~ ~\ -r ".--.) _'--_::~;=-_,_,_,__"__"u_" ~ F-f'.L...t:-1 A. I- .--. ~S ~~4:. , (~'D i ~,b.vvl~ /i) ~J...r /I LIPr:...) .- ........ . .......... . ......- C- v-r\~";;> ~ ' . .' "'. . tfl-lL.16- f.>e>(o,Jp- /1-,..1;-:-- . ~__J ~~::".-;f- I \'-.'~".>-Z I~~::".' ) () ..~.:::..,_/-)j. /--. ".1. ~ /',. ... " \I" ~.;::-_~_"'n\ f?- : --.._-_._~/ ~'i-t.,~ i~__~,,-) __~.{_..-_._ / / / / :G~~Gu:' --' lL. ,LJ... I . -~ \( ~ ~ '! . ._-_.~.. .~ \. ~v \~. '~ "'S-rc~(4.0~\ -_./ IJ~~IL-> @ ++E.~'D c...r:::;:J~D \\'\O~ t. 't~\~\ 0(2.... 'G \D6 ~ 1:2.ooM -:R: \3\ Architect's Owner [Xl Supplemental Architect [Xl Instructions Consul tant [Xl Contractor [X] AIP/JDS AlA Document G710 Field ] Other ] PROJECT: (/lame, address) PRIOR LAKE MAINTENANCE BUILDING Prior Lake, Minnesota OWNER: City of Prior lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 TO: (Co/ltractor) Rochon Corporation 12866 Highway 55 Plymouth, MN 55441 CONTRACTFOR:General construction of maintenance building and other site items CONTRACT DATED: September 29, 1995 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 4 DATE OF ISSUANCE: OC t ober 18, 1995 ARCHITECT: BRW ELNESS ARCHITECTS INC 700 Third Street South Minneapolis, MN 55415 ARCHITECT'S PROJECT NO: 2908 . ZOO The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: The information within this ASI will be required for the project, however, do not proceed with the work until a cost for all items has been provided to the Owner and Architect, and approved. This ASI includes clarrifications related primarily to mechanical and electrical items, as follows: 1) Revised Sheet M5 is attached. As shown, delete the entire buried supplementary RWL (for overflow storm) as origianlly bid, and provide THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED ALA DOCUMENT MAY BE MADE BY USING ALA DOCUMENT 0401. ,rodue. ..40r lice I'. ......r 396000"'4 ud ca. Ite repro..c... wit~o.t viol.tio. .alil 3/1196. AlA DOCUMENT 0710 . ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS. 1992 EDITION - AlA . COPYRIGHT 1992 - THE AMERICAN INSTITUTE OF ARCHITECTS, I73S NEW YORK AVBNUB N.W.. WASHINOTON D.C. 20006.5292. WARNINO: V.lice..ecl ,kotoco,y.'. violate. U.S. co,yriCIl" lawl ..4 i. "";eet to lecal ,ro.ee.tiol. Tlail doca..t ... eteeno.ic::ally Electronic Document Service G710-1992 1 two overflow pipes that extend to the exterior wall for discharge. The distance from roof to the wall location is approximately 20' at each location. Run the pipe within the ceiling up to the exterior wall. Drywall contractor shall provide a furred-out wall at the corner of room #138 (approx. 12" x 12" x 8' high). The masonry contractor shall carefully cut or core brick/stone around the 4" round pipe, and seal. 2) Concerning the electrical component for the radiant heat system, electrical contractor shall provide wiring and related work for make- up air units MUA-1 and MUA-5 as noted in the attached BKBM "Change Order" . Attachments: (Here insert listing of documents that support description.) BKBM Drawing, revised M5 (Mechanical change #1) and Electrical change #1. ISSUED BY: BRW ELNESS ARCHITECTS INC BY:Jeffrev L. Oertel Architect AlA DOCUMENT 0710 _ ARCHITBCT'S SUPPLEMBNTAL INSTRUCTIONS - 1992 BDITION . AlA . COPYRIGHT 1992. THE AMBRICAN INSTITUTB OF ARCHITBCTS, 1715 NBW YORK AVBNUB N.W.. WASHINOTON D.C. 20006-$292. WARNINO: U.lice...1I p'otocopyia. violalel U.S. GOpyril~ lawI u4 il ..~ject to lelal pro..cati.a. T.i. 'ocamoat wa. electro.jeany pr.4."4 ..4., lic.... ..mlNtr 3960006<44..4 en be repro'.ce4 wit'.wt violatio. ..lil 3/1/96. Electronic Document Service 0710-1992 2 .1( .IU PROFESSIONAL ENGINEERS 219 North Second Street Minneapolis, MN 55401-1460 (612) 333.7101 Fax: (612) 342-9482 PRIOR LAKE MAINTENANCE FACILITY MECHANICAL CHANGE ORDER M1 (OP BRWB1\ CHANGE ORDER NO. BKBM ENGINEERS, INC. October 13, 1995 BKBM Job No. 95265.12 ) DRAWINGS M5 - Office Plumbing Plan Relocate overflow rainwater leader per attached drawing M5. lob DisIt\8dd-co\CO-M1.o13 END OF CHANGE ORDER BAKKE KOPP BALLOU & McFARLIN, INC. An Equal Opportunity Employer .~ .IU PRIOR LAKE MAINTENANCE FACILITY ELECTRICAL CHANGE ORDER El BKBM ENGINEERS, INC. October 13, 1995 BKBMJob No. 95265.22 PROFESSIONAL ENGINEERS 219 North Second Street Minneapolis, MN 55401-1460 (612) 333-7101 Fax: (612) 342-9482 DRAWINGS 1. Sheet E8 A. Electrical Power Plan 1) Delete Note 33 from make-up air units MUA-l thru MUA-5. END OF ELECTRICAL CHANGE ORDER El lob Diok\Add-CO\CO-E1.013 BAKKE KOPP BALLOU & McFARLIN, INC. An Equal Opportunity Employer