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1189 1_2 Timbershore Lane16, City oi8aga�u Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Tenant: RF.CE€ii``,� JUL 82011 Use BLUE or BLACK Ink For Office Use Permit#: /t2 OV✓ Permit Fee: Date Received: Staff: 2011 MECHANICAL Y,PERMIT .�APPLICATION Site Address: \ 1 ? N ( I 1 ICO1A-Oh Suite #: RESIDENT / OWNER Name:' ct_ I C0 L CV 1 Phone: (1){5I -2_40:4363_6"-' �n Address / City / Zip: I I .11m UJ tC{Jct.1 p 1 t vi CONTRACTOR Name: C�iL' 4�hAyvi�' / - Licen e I� 1 itil @adAddress� City: c /!1 � tj / /(i(/%-- / /' / iy q State: l 'lk Zip: '' ~/ Phone: 05 442& I? 2 J f Contact: /� L C� Ktis Email: / A. 44—, TYPE OF WORK New Replacement Alteration Demolition Additional /� Description of work: ala _1 A , C_ Q/ 0 NOTE: Roof mounted and ground mounted mechanical equipment is =quired.ta tte screened by City: Code. Please contact the Mechanical Inspector for information on permitt d'screeriing methods. PERMIT TYPE RESIDENTIAL Furnace COMMERCIAL New Construction _ Interior Improvement Air Conditioner _ Install Piping Processed Air Exchanger _ _ Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank ( Install / _ Remove) Other RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State out appliances, ductwork, etc.) (includes $5.00 Surcharge) ✓— State Surcharge) = $ J , OD TOTAL FEE $95.00 Fire repair (replace burned COMMERCIAL FEES: $75.00 Underground tank installation/removal $55.00 Minimum (includes State Surcharge) $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) OR Contract = $ Value $ x 1% Permit Fee FEE - If the Permit Fee is less than = $ Surcharge - If the Permit Fee is > $10,010, Fee = $ TOTAL (i.e. a $10,010-$11,010 Permit CALL BEFORE YOU DIG. CaII Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start withAut a permit; that the work will be in a ordance with the approved pl n in the case of work which requires a review and approval of plans. x ana K App lican;'s Printed Name FOR OFFICE USE Required Inspections: Underground Rout CPAI Ap• i 'ant's Signature _ Air Test . Gas Service Test In-floo . . . , ~ Bonestroo ~ Bonestroo v Rosene " ` 2335 West HigFiway J6, St. Paul, MfV 55113 ~ raosene ~ Phone: 612-636-4600 j,10 ~~S INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: ~~3830 Pilot Knob Road Permit Number: t h Fs'. Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: . • : ~ > : .?int~~ 1 ANI- , t PERMIT SUBTYPE: TYPE OF WORK: ~ , .I I ' I , . ~ ~ INSPECTION DA • D' t n 1 1`41 N i ~ At l t , . . a.• -_~•~~a~~s~rRSa I ~ l___ J Permit Holder Data Telephone N PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD . ' FIREPLACE FIREPLACE AIR TEST FINAL PLBG FIfVAL HTG ~ ORSAT TEST BLDG FINAL DOMESTIC METER IFIRIGATION METER FLUSH MAINS coNOUCriviTv TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: , ,iitP( t ANS • PERMIT SUBTYPE: TYPE OF WORK: INSPECTION . D. I ~{i 1ItJli 111.1l.. i I 1a1 Af+l Nf VTF4A#g tl RY nA! f tii'HnFpppf'k ~ ~ - - Permit No. rertnk Hoieer Dace Teiephone # ELECTRIC PLUMBING HVAC Inspectlon Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ~ ROUGH PLUM8ING PLBG AIR TEST ROUGH ~ HEATING GAS SVC I TEST INSUL GYP BOARD FIREPLACE I FIREPIACE AIR TEST FINAL PLBG . I FINAL HTG I ORSAT ~ TEST BLDG FINAL I I BSMT R.I. BSMT FINAL DECK FfG dECK FINAL NAmF PID # (LtGaL'r DA E - - - - . ~ - _ - -U " _ - ta - _ - r _ _ --Cf Li PERMIT VTY OF EAGAN i-4 g 3830 Pilot Knob Road PERMIT TYPE: s u i Lo z N s Eagan, Minnesota 55122-1897 PermitNumber: 031686 (612) 681-4675 Date Issued: 0 5 J 0 8/ 9 8 SITE ADDRESS: 1189 1/2 TIMBERSHORE LANE LOT: 14 BLOCK: 76 SECTION 15 DESCRIPTION: Rui2din6,,PermiC Type FOUNDATION ,Building W~f.rJc Type NEW r UBC pcouPanc~'~ S-1 Construction Typ "e V-N Zoning A Builzling Length' 20 Building WidCh ~ 16 HyiJ:=dkngr,staCies ~,F 1 'Scjita~re Fee.t;-~ 320 Cen,sti~s~-~ode 328 OTHER NONRES. l I 4 i-72°^„Z°~_ r...~°. S r.~.°~',( m• -~x 'm'"~-~ er~ -a-,: REMARKS: STORM WATER TREATMENT FACILITY FEE SUMMARY: VALUATION $10,800 Base Fee $.00 5urcharge $5.00 Total Fee $5.00 CONTRACTOR: - ppplicant - OWNER: JAY BROS INC 24646400 CITY OF EA6AN 9218 LAKE DR NE 3501 COACHMAN PT FOREST LAKE MN 55025 EAGAN MN 55122 (612) 464-6400 (612)661-4300 I here4K acknowledge that I have.read this application and state Chet the infnrrt4at;ion is correct and agree to comply.with alI appliCabI2`Stete pf Mn; ~ Statutes and City of.Eagan Ordinances. _ , . _ APPLICAAMT ERMIT E SIGNATURE ISSUED SIGNATURE r.w PEIZMIT t/a 3(D y-~ CITY OF EAGAN 4 ~ 1601 9e, 3830 P i b t K n o b R o a d PERMIT TYPE: g u z l. n x NG Eagan, Minnesota 55122-1897 Permit Number. 031874 (612) 681-4675 Date Issued: 0 a/ 2 7/ 9 S SITE ADDRESS: . 1189 1/2 TIMBERSHORE LANE LOT: 14 BLOCK: 76 SECTION 15 DESCRIPTION: 04i,1,44,#1~m ermit 7ype COMM.JIND. ~T y p e NEW ff 4lBC 4rela~dr~~~ S-1 ~ vN Zan;Lng AG 16 Su~, l k~3:d t~ 20 ` .~.`th • ~ . ~ . . 329 c 4*rt~ e 325 UTILITIE3 ~ 'Yy3f ~ ~,5 F , . . .c F ~ REMARKS: DQSING STR7ION FOR FISH AND HURLEY LAKES PLAN REVTEWEO BY DALE SCHOEPPNER FEE SUMMARY: vaLunTroN $6,000 Base Fee $.00 5urcharge $3.00 Total Fee $3.00 CONTRACTOR: po c OWNER: f{Qjiidp,y - Applicant - MAM311fIN. KblO.LL .`"i..T. 2686f910 CITY OF EAGRN Zy:r S~b16~ A(C~cr~~, ~{ar 3501 COACHMAN PT fi."EMBNPl7 - EAGAN MN 55122 Lr awl~N Sy.f2~ (612)681-4300 0ifaV'&&4"~f~r;; ~ er;-:aot 4~tk# s~9re8 ~ ~wt~s~ E~~a~i~ ~r~r~ APPLICANT/PERMITEESIG ATIJRE ISSUEOBY: NATURE ~ 1998 BUILDINQr FERMIT APPLICATIOM (COMMERCIAL) CITY OF EA(iAN 681-4675 Submit foifowin to obtain necessa permit Foundation Onl New Construction Interior lmprovement structurel plans (2 aeb) architectural plans (2 sets) arthflectural plan6-' (2 sels) civil plans (2 sets) structurel pians (2 seb) aode enalysis (1) " code anaryais (7) " civil plena (2 sets) Drojed specs (t set) noils report (7) lendacaping plans (2 sets) Key Plan projedspecs (1) oodeanaysis (1) " energycalculations (t)ndaMays ° Special Inspectlons 8 Testing Schadule ^ soils report (7) EleGric Power 8 Liphting Form (7) not always " SAC determination lelter trom MGWS - SAC determination lelter from MCNYS - SAC detertnination letler from MCANS - wll 602-7000 ca11602-1000 ca11602-1D00 Spedallnspections6TestingSchedub(t) " projeq specs (1) energyplwlations (1) " Eledric Powar & Li htin Fortn 1 " " Contact Building Inspections for sample Food & Beverege or Lodging facilRies: Plan must be submitted to Minnasote Department of Health. Cell 2154700 for details. DATE: 14' Z' 98 WORK TYPE: ? NEW REMODEL DESCRIPTIOM1f OF WORK: G'o»S'I~rNC*Ma4 diL bq•N, 'tu hp us{ o,luPA I-rcdhn+Y 4 64 a CONSTRUCTION COST: 0O o A L. TENANTNAME: C'++N e'F SITE ADDRESS: J J S! ~)'z - I 1 w. k--r 3 Fti w ~ I.. aw-1. SUITE LOT-~JL BLOCK SUBD. ,Ort M P.I.D. # OI+I - 76 5Zt /S 15 Q;6tWx+.4' Nazne: C6+ ~0.<0.w Phone 681-q3 0 O PltbPEiC1'Y Last ~ First OWNER Street Address: 3 S O 1 C 0 a G City State: Zip: Zr ! Z Z Company: 1'1 WS )Cnr~ ~ CWiT4rt~Phone 6Ei 4 ` 7 9/ o CONTRACTOR Sireet Address: License i! City ~ O St. wt A v. w'~' State: ~!N Zip: 'S S O L 6' ' 2 21$ ARCHITECT/ ENGINEER Company: Phone Name: Registration Street Address: Ciry State: 2ip: Sewer 8 water licensed plumber (only if inatalling sewer & water): I hereby acknowledge that I have read this epplication and stete that the infortnetion is ect and ree to comply with all applicable State ot Mlnnesota Statutes and City of Eagan Ordinances. ~ SignaWre of Applicant: ` OFFICE USE ONLY 'i ~ ~ , , dlh v.~ BUILDING PERMIT TYPE ? 01 Foundation 0 19 Comm./ind. Misc. ? 21 Miscellaneous -la 18 Comm./lnd. ? 20 Public Facility WORK TYPE poS; n~ Sf-f: a., U 31 New ? 33 Alterations O 35 Tenant Finish ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) 4/)/ Basement sq. fl. MC/WS System (Allowable) V*_ First Floor sq. ft. City Water UBC Occupancy ~ sq. ft. Fire 5prinklered Zoning sq. ft. Census Code 32 S # of Stories / sq. ft. SAC Code 3,72 Length sq. ft. Census Bldg. ~ Depth zb Footprint sq. ft. 3zo Census Unit APPROVALS Planning Building ~--~J Engineering Variance Permit Fee Valuation: $ 61 Surcharge '3. ~o jo G~16 ~ y , Plan Review MCNVS SAC -r-' City SAC - Water Conn. - S/W Permit S/W Surcharge - Treatment PI. Park Ded. Trails Ded. Water Qual. - Other ~ Copies Total: % SAC SAC Units Meter Size ' SEVERSONgSHELDON, LARRY S. SEVERSUN DOUGHERTY & MOLENDA, P.A. SHAROM1 K. HILLS JAMESF.SHFLDON ROBERTB.BAUflR MfCHAEL G. DOUGHERTY'F CHRISTOPHER A. GROVE MIICHAEL E. \-IOLE\DA A pkOFESSfONAL ASSOCIATfON GERALD (JL'D) E. DeLOSS LOREN M. SOLFFST RICHARD L. BAUh1 .ATTORNEYS AT LAW TERRENCE A. \IERRITI' SUITE 600 '±UO WHST 147TH STREET APPLE VALLEY. MINNESOTA 55124-7530 (612) 432-3136 TELEFA!C NliM8ER 432-3780 March 25, 1998 City of Eagan Attn: Rich Brasch, Water Resources Coordinator 3830 Pilot Knob Road Eagan, MN 55122 Re: Hurley Lake Lift Station - Attomey Opinion Our File No. 206-5979 Dear Rich: This opinion is in response to your request regarding the construction of a dosing station for Fish Lake. My understanding of the facts are as follows: The City of Eagan is the holder of an easement for ponding and storm sewer purposes over land in the vicinity of the northeast comer of Hurley Lake. The City has an existing lift station and force main connecting Hurly Lake to Fish Lake. The City is considering the construction of a chemical feed station to automatically inject chemical precipitant into the water flow from the lift station. You have asked our opinion as to whether the proposed facility could be built within the existing ponding and storm sewer easement. The answer to your question is yes. The activities that the City may take in pursuant of its easement are those which are either expressed or reasonably implied from the easement itself The treatment of the water is consistent with the rights granted to the City under the ponding and storm sewer easement. The City's program of planning for its drainage and utility systems to include the treatment of storm water to obtain better water quality supports the construction of the dosing facility as paR of its overall storm water system. Therefore, the use of the easement for construction of the dosing station is consistent with the purpose of the easement. If you have any questions regarding any of the above, please feel free to give me a call. ~r ichael . D g e GD/wkt cc: Tom He ges, City Administrator I.AUTA 1111 AI_ 1 I"I'nl<AI'.l"4 N lI) I II-P.A 56 P IS ImV A. A1'IYl'i 4VCI,A i ik V IICI'I I I l,AKU I' \ 1 ' i ' . H I II'II:U I<I-_\I. PBVI'PIt I'1 I..\" Q'61'I.\I I\I: \t]It \ TO: DOUG REID, CHIEF BUILDING OFFICIAL DEPAATMENT OF COMMiJNITY DEVELOPMENT FROM: RICH BRASCH, WATER RESOURCES COORDINATOR DEPARTMENT OF PARKS AND RECREATION RE: REQUEST FOR FOOTINGS/FOUNDATION PERMIT FOR FISH Lt1KE DOSING STATION DATE: MARCH 18, 1998 Attached is an application for a permit to proceed with installation of the footings and foundation for the Fish Lake dosing station. I've also included an older drawing of the site showing the City' s easement boundary relative to the location of the proposed building. As we discussed, I will be submitting additional information for the building within the next two weeks. Please let me know if a one week turn azound time on the foundation permit is still reasonable and if you need additional information. Thanks, Doug. ~ Rich Brasch Water Resources Coordinator cc. Ken Vraa Craig Larson TO: DALE SCHOEPPNER, SErIIOR INSPECTOR DEPARTMENT OF COMMUNITY DEVELOPMENT FROM: RICH BRASCH, WATER RESOURCES COORDINATOR DEPARTMENT OF PARKS AND RECREATION RE: ADDITIONAL INFORMATION FOR FISH LAKE ALLTM DOSING STATION BUILDING PERMIT DATE: MARCH 24, 1998 As we discussed this afternoon, attached is some additional information regazding the above-referenced project to aid in the code analysis. The flow and piping diagram for the project is in the upper left hand comer of Sheet 3. Note that the discharge of the alum solution will be directly into the force main through man hole 101 (highlighted on the site plan sheet). Also note that the flow diagram calls for a 3" quick connect fill connection far filling the tank. Thus, it appeazs as if the entire system could be considered closed. Let me know what you think. Thanks for all your help, Dale. Rich Brasch Water Resources Coordinator F' µ4. . Y • qY;l ?f~i : t' t~ y la F XM. . "I'O: PAT GEaGAY, CHIEF OF POLICE JON HOHEYSTEIN, ASS[STAYT TO'CHE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DMSION /UTILTTIES/STREETS GENE VAiNOVERBEKE, FINANCE DQiECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER ~ GREGG HOVE, SUPERVISOR OF FORESTRY Se e FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: The _ preliminary k construction plans for ~ S~i L• ~L, aze in our plan review section for your review and comment. Please return this form to Dale Schoeanner with your signed comments and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security tequired Z O N I N G? ? Yes ? No water qualiry dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication s 0 No , !T, .3 4~ 7 ~g Signature Date JS/FORMS-ULD/PLAN RGVIEW/DALF S / ! y TO: PAT GEACAY, CHIEF OF POL[CE JON HOHENSTEIIY, ASSISTANT TO 1'HE CITY ADMILYISTRATOR DALE WEGLEITNER, FIRE NUIRSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GEYE V~YOVERBEKE, FINANCE DIItECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY J~e- S FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: ~ .2 d ~ The _ preliminary X construction plans for /~SX Lc /e- Z, w~y 1 eG ~%?n a/cQ~ . aze in our plan review section for your review and comment. ~ Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fili out the proper "hold" request form. Comments: Q/=~'~„agho,-ii~,R. Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No ~ Z4a--~,4z 3 -26 -4$ Unature Date 1S/FORMS-l3LD/PLAN RLVIEW/DALE S nry ' r ~ . ; a. a~h ~ TO: PAT GEACAN, CHIEF OF POLICE JON HOHENSTEIN, ASS[STANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS CGENE_VANOVERBEKE,FINANCEDII2EC`COR t RICH BRA5CH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER Se e S r GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: The _ preliminary construction plans for ~S~ ,ia.• ~ti recA'vh are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: GG "61.(' G>& /V o tl A, r o 4 r~ ~o Ghal a~ Indicate any fees that are to b collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication ? Yes ? No park dedication O Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No t3 ol 03 49 5ign re Date JS/FORMS-BLD/PLAN REVIEW/DALE 5 TO: PAT GEAGAN, CHIEF OF POLICE JON HOHEYSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ ENGINEERING DMSION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DII2ECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGC HOVE, SUPERVISOR OF FORESTRY or ~ FROM: iDALE.SCHOEPPNER, SEIVIOR INSPECTOR DATE: 'Z0 The _ preliminary construction plans for z~S4 -tt, jecA'an are in our plan review section for your review and comment. ~ Please retum this form to Dale Schoeppner with your signed comments and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments• Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Signature Date 1S/PORMS-131-D/PLAN REVIEW/DALE S ~ TO: PAT GEAGAN, CHIEF OF POLICE JOfY HOHENSTEIN, ASSISTAIYT TO THE CITY ADMINISTRATOR DALE WEGLETTNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RI MIKE CH BRASCH, WATER RESOURCES COORDINATOR ~ REGG HOVE, SUP RV SOR OF FOItESTRY s- TOr P4" S~ FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: ?-2iDi°/j` The _ preliminary k construction plans for /I z4/i are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments• Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes [I No landscape security required Z O N I N G? ? Yes ? No water quality dedication ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes No tree dedication ? Yes No '3 Signature Date JS/FORMS-DLD/PLAN R[VIEW/DALE S .x. • S'.,. : a . . 0-1 TO: PAT GEAGAN, CHIEF OF POLICE ,JON HOHENSTEIN, ASSI$TAiYT TO THE CITY ADMIIVISTRATOR 1 DALE WEGLETTNER, FIRE MARSHAL ELECTRICALINSPECTOR PUBLIC WORKS/ ENGINEERING DMSION lUTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SEIYIOR PLANNER e S r GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: The _ preliminary e)( construction plans for 151~S~ z` k AZZw. aze in our plan review section for your review and comment. ~ Please returu this form to Dale Schoeooner with your signed comment's and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you aze requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments• Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No landscape security required Z O N I N G? ? Yes ? No water quality dedication ? Yes 0 No pazk dedication ? Yes ? No trail dedication ? Yes ? No tree dedication El Yes ? No ~Fb Sign re Date 1S/FORMS-BLD/PLAN RGVIEW/DALE S . . TO: DALE SCHOEPPNER, SENIOR INSPECTOR DEPARTMENT OF COMMUNITY DEVELOPMENT FROM: RICH BRASCH, WATER RESOURCES COORDINATOR DEPARTMENT OF PARKS AND RECREATION RE: APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT- FISH LAKE ALUM DOSING STATION DATE: APRIL 2, 1998 Attached is the permit application for the building for the Fish Lake alum dosing station. As you recall, the footing and foundation permit has already been issued. To support the building permit application, I've attached two copies showing a plan view of the building, two copies of the engineering print for the trusses, rivo copies of the detail of the walls and roof, and a color chart for the building (we will go with the Light Stone color for the building exterior). I hope this is adequate, but please let me know if you need any additional information. Thanks! Rich Brasch Water Resources Coordinator n • i ~+t~ 1 AMR-Te-ee 16:i4 Fr=:7FE IOIC CORPORATIWI 171949Z5462 T-402. P.ONZ Jub-136 ~a~, ~ ~ ¦ i Q "J, LS n.... .y.oa d~ 'G~+ y~~V~ oe ~ ~ ~~~Y H ~ ~ ~ ' ~ ~ • 6+: Q'~ r1. ~iri.: ~ • p~ , . ~ • ~ 0. ~ G lR i . IL itWi •a.Lq~~~w ~ I , j ~ uf d ri ~ : ~ i 'e~,e;a~•~ ~r~ ap I~ ~ ~ 9 y~ . A i `•f e : I I y i i :'p~ss ! v ; y ~i ' ea.j~ ' ''ODm?=:O ~ . I 23e~ Oq r : Mf~ Y a ~ ~ ; / ~ , t ~w~ ?~1 s] I ~ y~$ I' ~ I i 3a ~J w I a~ ~ ~~a}I ~ v I M .edne ~ ! ¦ ifq~i R d ; ~aq ? I • I 4~ w ~y~ ~ ~g +~g . ~nnMb 4 z.Y~i9~ F ~ ~ i • ~ ~ ~ . ' . . ~ ~ , j . ~ ~ M ~ X3~3~E~ S~ i 3°~a e Lre' B•^• r e~ . ~ ~ ~y$~~~V~53 g x~~L'~ga~ n~g'~~~p~ ~a~~ 6,g,..z ~6°~ 1°~ l '~6 ~I3 }'~s y~ 3~' ~y'..=~~IIi• ~~3UiF~ a~= . . ~.@1 j~~ y`z~ra~C~~~~~~~~g~ M g~5. 59:. i ~'Y~~ ~I;8$~~ ii"~ , ; i ; ~,nt r_5hr-~--~n c9~d ss~~c-sr?~~~ ol =_r_rial aaom-1 wo?Jzl b.iHK r 4 IL ~00-^ ~ r . . , . . X. 6 J ,p M ~N t N ~y~k0 ~ l!S O _ S'~ _ ~ h ? ` P O + a `1 N ~ T a / ~ . J J i 1 ~ ~ 1 ' ' ~ city oF eagan 1 _ 144 S ~ ~ 5pecifications for ! - Fish Lake Alum Injection System - ~ ~ Eagan, Minnesota i ~ February,1998 ' City Contract No. 98-02 File No. 49588 ~ Bonestroo Rosene , ~ Anderlik & Associates - Englneers & Archltects ' i r a I 4 ~ W51~WEU NDER S 7~ARA GUIPMENT EPNUTETCOMRACT.MSMED WOODS DItUTE D~MEN51~~ N!0 FDUNDAiION 'MRM Oi OMFAS~ VE IXI51~NG S~IL WIIXM Bl11lDING FOOIPRDR. ~5{pU HO E ~REW~ FlLL IN~ C011PILf TO 100x IXI571 18' F E MNN PppCTpR DENSm. ~EsE~E E f-E E CTUN~Ta EA05 E~ 831 R 5 100 P5~ + EOUIPNQR/rINK VyE C'uBJO CQfiROL PNEL f LWOS ~ ~ MH f01 2(1 PSF !19 AU lOM 9R8 BFIRING PRFS3UHE 1000 GSF s.000 PSl AT 1~ MYS IXISfiNG 16' D1V. 62] 1• CONCRETE CE AWN FOR flQNFORCEVQR 9I~R5 ASTY A815, GPME 60 g 2 ~ ~ 1' Po61U GV.VM+QN _o, rawn+ caNn~m 4 . e ~ . CONSTRUCTION NOTES cor~a i.n NEW KUY. ? 815 iwwnON ~p~plNG ~~~W SPIlC6. 9V ENO H0016 ANO ANCHOR EYBEDMEM ~pK q ~ g SCH. 80 ? llFi Si~ SIHLL BE /5 SHOWM BEl?W UWE55 NOTED: ~f RC PIFE ~ N0. 14 j REWF. W SPl1CE BP END NOON WKIWR ~ ~ ? 014 BAR SRE (M,) (INJ EMSFD. ul. ~ e e P ~ 70 , lCN~~ 2, ~ HAVE ME ioLLDYIING CoNCREfE G A~pETE fI51 If~A6T Fi1Rfl1 7 _ B. ILLL O1HQi CONCXEfE 2~ 832 H{p~7pN JOIHR ? ? yq + 3' E)ODNCRM OCE9f WHERE SPEGIi1WLY SNOWN ON ~plNE OPAWeJCS ON E a /(~f~ ~RL~ AS AVPRMG 9T TXE ENGIMFER ~ ti tr ~E ' ? 4. ecw. ~ owosm ~ a VENiY SIZE ANO LOCATON OF I11 EWIPMENf 6~SFS- 8 ~ y ~ 5. SUFPORf RF]IffORCING FOR SI~BS ON GFIDE T SITE PLAN ~ ~ ~w eis,. a 4 J SmM F fwt I • . . . . Q ~ 6Y s - DATE L~ ~ BUILDING INSPECTIONS DEr i. w ~p~. PI? P. SUPPIJER TOOL JdM A~ CAULK WtlFY V ~~ERIFT 512E lIZ~ CHA16ER EDGE MIN. O Z AOPE MYAY 2- 1{ ROUp1EM (n ~ ~ MES W AT~1%&'/n!CANF SUB &W SUPPONIS CONCREIE 6 Z' Z L IMETEN INSUL 2 < W L IONG O 12' O.C. \ ~pNG SIAB R BOUS CONC. W/a %{•-0~ P0.ECAS~ CONC. BLOCK W~ OOWEIS \ wms 0~1~2'NE.W. cMNInM 9ASE ~ pAD DETAIL o BASE DETAIL REINFORCING SUPPORT DETAIL i 'o ~ a APRON DETAIL e NO ~ Scole in leal w. ~ S1 C I p- Zp ~ L~ fr V 7 \ - I ~Y) / NEW Tlitf~K 7URN AROUND. Cp~!TF2ACTOR TO YERIfT EX. iGFtADE SSEE'DETAiI SHEET 3) / /6'~5~ 7` Z _ Se / ~ i / / ~ / ~ Z4'_~• / O w o ` UTILITY EASEMENT ~ W ao. f ' 1 . N 1• N _ ' . ~ 3O•_O~ ~ / yyj W < Q~$30` . 6' a / ~ •fi %i' X r CONC. SLAB ~EX.JCON~R OLP ANEL.- EX.16' OJ.P FORCE MAIN 4/'A•~11FT/STATION /A . EIC.PRKING L/OT . . . . . / ~ 0... v... / ~ ~ . . . . . WB*I;~ ` ~/2 ( 825-~~ ~'INJ ~ G ~iO HD ~ ,~O ~ Z7 ~ S~ ~C NEN TRUCR TURN AROUNO./ CpE ~ CONTRACTOR TO VERIFY F. P / GRADE (SEE DETAIL SHEET 3) EX. I6' D.I.P. IPAET ,f RIG GALVAINfED POyHr CONDJdff U7LRY EASEMENT R~~ GALVy#lIZED CONTROL 9ONDUIT . a \ . , / HURLEY LAKE 3 ~ ~ > ~ el 0 SHEE. 0I s~"E' oeswuco S•M.FLpPENx FISH LAKE ALUM INJECTION SYSTEM ° on..~ s.o.scrne ~MOIYTGOMERY =WA~TSON CITY OF EAGAN, 2 :o ~ CEI.~ MINNESOTA SITE PLAN ,r . 6 x[v OA f !1 OCSCINli0r1 • ' Min r u, avc~ FLusiINcina,ur ~ corNCCran / cwiruartwr rui . r ,t~ mvn ~ v IPYCI . / p~5AT10N \ nuir~n rtro.) 7 ' I%' LL(ivtl VARIES OPE' vC~IF1~TK PPY1G EItKTWG GRMtO_F_~ O raRO~DAss s COU15E op€ ~E 0.02x i - a YOpPr AT iORCE YYI NSIpE FO-1 ~ i a ~ ~ ` M H 101 2 . TOIACR CWNECT FLl CONI~CTION 6' C1A55 S BAS ~ [piTROI SICNAL v CpURSE M55 ~GEOTEXTIE FABNIL ~ ~R ~ a LFT STA710N PANEL (SEE DETAI BELON) l OEIKAL iEEDFR SpEDILE ! . F~M IOGTIGH SEAMICE SPEGgC. CAPACT' REWWtS ~ &CHENIC&L ~ ~'SE70N L0 m"`' * C~ TRUCK TURN AROUNDS DETAIL NOT TO SCALE TNR SpEp,~E E%ISTNG ROAT ~ LOCAii0n SETYKE ~ MTEMAV SEC. w~ 5m 7NCGEltS MEWPo~S T, I ~ NJY ~WF/SPEC.,~ I 6400 87 D iT~• 1q ~'EN7CAl TYR RED DYED COIICpETE - ~ ~ IwSE ~ ~ O • • > • " • D • = ~ ~ w xt, o n¢ • . . . ^ . 1'RCS C01pUT ~ A. • e L ~ I R ` ' u~i.FSipe ' o° I ~ I l to Iur ~ J J'nw* LV/ 7'/' . A , COPIDUIT ENCASENENT DETNI a ~---~I I ' ' ryl lJ Q ~ S01"~` ° NOT TO SCALE L ,-,a aw. F--a~ PaNFy50aRG w+uim axrv oI Se~; A ~M i= ~ ` war~ ' CtL i6D 4DL KiLO m~1ou ~OIOEMS~TIM y tYNI60V1Wr ~ C 10~O45fl~Ib IORi 3 X ~ 1 Y' `U ~ ~ IIELOIY{6 0.% F • J ~ OS -N[- Ei. 1 YYI[ R t i YY( Y t A a r Y -~z+~- ,n ~nmc ExIS RAN +ar.-niz. wo I.~e+.. .o.o T•, Y 10. = ~T~NG IWIRINGN ~IAG HURLEY LAKE LIFT STATION _i . m io sAij e' ~ SC4E: ~~5 GESiGNEJ S.D. SCMIFx IIAY alllY TNT Ti I4.y~ rW ry~M,, ~ Yx ~ n I~ a~ ubw Irt Oit Y~I~~On wo ~ PISN I~KE AlW WJECTqN STSTEM ~~T xG i:ILE ~ co..H s.c. saLc. nrt ur A xr wa~ w m CI'TY OF EAGAN, . r.a e.a wcs snn a r~en MOHTGON6IY WATSON 7 m rqi wEkSUPf ChEC~tEO -M.UOI a MINNESOTA FLOW OIAGRAM, EOUIPMENT SCHEDULES J w* *o sc.Lc. ? nevloAiei eli OESCPIviip~ C. on.r.~c n MhHnrAaYtMMnum AND ELECTRICAL DIAGRAMS pr. s~e[rs r~c~n ~ GENERAL NOTES ~ 1. BUIIDING, TANK PNO EOUIPYENT TO BE FlIRNSHED ~ M'OOOS AND INSTALLED 11NOER SEPARAT[ CDMtUCi. F 2. COOROINp1E pIMEN510N5 u!0 FDUNMINM w11H z M WOflN pF pTHEqS. s CO NO EXI 16' I E MPIx 7. REMOVE IXISiINC 500. W1)Fi1N BUItDING FOOiPRIM ~ PIACE AGGREGTE FlLL ANU fAMPAR 10 lppx 952 SN. PROLTOR UEN51h'. m ~E~~ E c c-E-E-E E_E_~ STRUCTURAL NOTES ' _ - - _ - - ' 631 :ESIGN LOA05 _ 1. LIYE LORDS YH 101 83U CONiROL PM£L ROOR 100 PSF + EOUPNEM/1ANK N 2. PDOF LOPDS 829 ~ eze ocao Law zo ~ pflSfiNG I6" O.I.P. 3. SOIL BFIRING PRESSURE mU0 PSF FORCE uNN gyp 1UTERNI g 826 1. CONCREIE 4,000 P51 AT 28 OAYS 4'-0' X 4'-0' ~ 1' RIGIO GALWN2m ~ CONC. nPRON ~ PJWE52 CONDUR 2. RpNFORCEA1ENf gARS A51M A615, GPAOE 150 ~ 1' RIGID GLLVANRm ~ NEW ALIIK ` iwecnox C eu ~oL corwurt CONSTRUCTION NOTES g~ SCH. BO BV6?ING WC PiPE m ~rnSTATIOH WN VP SPUCES, 9P ENO HOOKS ANO INCHOR EVBED4EM 14 ? SHAl1 BE AS SHOWN BEIOW UNI5 NOIED: ` B2~ gsRI51ZE ~INPUCE 97 QIN.1M~ EMBEp.O(IN.) s yICNCl 25 8 6 ~ }5 31 10 ] 2. RENIFORCINC BARS SlU11 HAVE 1NE FOLLO'MNG CONCREiE B32 CAECONCftEIE NGST K.VNST EVtiH B. Al1 OTMER CONCREIE 2' E° d1 ~ b ~ 3, CONCREfE SFU1L BE PIACm WRrypJf CONSfRUCTON JOIMS ~ Q HURLEY ~C~ R~pEVPTME ~N~OWN ON THE OHAWINCS Oft LAKE 4, BEVEI P11 IXPOSEO CORNERS Of CONLflEIE 1/4'. ¢z a~ YERIfY SRE NIO 1AGSIpN OF ALL EOIIMYENL BJSES. N SITE PLAN 51 SUPPORi REIHiORCINC FDR SlABS On GHIDE ~ 0is 32 PEft DEfNI B/51. y mx ro~ Scaia in feat C O~~ m~QQ TOOL JOIHT k GUU( ~ ~/2" CONC. PAO ~ SIAPE AWAY _14 VERIiY SIZE ~I~ /JICHOR BOL15 FHOM BUILDING 2 PER EOUIP. SIIPPLIER ~ W AT 1/4'/R. CWWfER EOGE VERIiY CONG SL~B ROUGNEN 8Ui SUPPORiS CONCRETE YIN. MIN. ~ ~ ~ 0 Z O • ~ . ~ }4 11E5 O o ~ W V ~ • • p~ 8' WV(. SPA ' o a ~ AGG. FlLL~NPIXiE1i~0 J/ PERINEfER INSUL Z Z a 2 FEET 9EYONp ePRON ~ N6 11E5 c - ~ CONC. wNy {4 OOWFL X a'-,!__j LONG O 12' O.C. ^ PREUSI CANC. BIOC% Z ~ ~ 6" CONC. M(SON WIiH ia o tY EW. LONC. $IAB (7 W a CRFNUIIR BlSE /a o iz' Y - oowets APRON DETAIL ~ REINFORCING SUPPORT DETAIL c PA SGLE D DETAIL o BASE DETAIL ~ 0 1 2 7 NO SGLE ~ Sl NO Sl . NO SGLE Scala tn f<et ~asee ~ S1 2 20'-0' I ~ , i e'. a' t}•-a• a• a_e• ~ zo'-v' i I a•-o• x a•-o• x s• ! CONCREtE ApppN, ~•-0' 1'-0' • I OEfNL A/51 SEE 1B'-0' - 14 O R' ° R ~ ttPICAL i a : m -________-_l ~ OSEE g15E ~ , CI51 -4'-0' HIGH ~ 2'-0' iODIING. ttP. IS O 12' COMAINYENT ~ W/ 2-05 lYP W~ ' 1 - i a SLEEYE fDR POWER CONWR s~nve rors cormtoL canourt x. wc a~ N FOR LM~ l1 NE • MRENOVE IXISfING SOIL /+CE AGGREGTE F41 $iD.PPROCT011 OEHFIY ' I ~ I y§ 6 o Fy~~~ ~ F~Y ~ . CONt. WRB ~ MS O 12' ~ WSUUl10NLY51YRENE W ~ EOVIPMEM PAD ~yE~ ` SEE DEfM. C/Stm ~Z e I m B' I 3'-6' 20'-0' s /FOUNDATION PLAN o i z No,E: N G;2!sZol;~ 1. VERIFY SiZE AND IOCAl10N OF EOUiPMEM Scale in leet /PLAN ANp iMIK BASES. / 0 1 2 TOP OF Scale in leei ~ w ~ El. 838.00 ~ B4 O 12' /4 O 12' 0 p 2 ~I ~z_0. w WS CONL. PAD /4 O lY m i ~ TOP Of WRB Z< Z p N ~ w5 WS o 0. 835.00 TOP OF SUB ' TOP OF SUB j 3 El. BJa.pp m E,i I I-If m EL E34.00 z ?n ~ f5 O 12 /4 O 12' Q /S O 12' y W~ -COMPP.CTED I [ np. ? I \ -AGGREGRE o y~ FlLL i ~ 2' EM. POIY. ' N 0 TOP OF FfG. { INSUUtION T~ ~M ~ EL 828..13 a I , - i =i',BIHIIFC o FL 82933 . CONC. FfG. W/ 's•Ir-o• e• 2-#5 OO"T n $ECTION S2 0 ~ z N~ i z•-a• ~ Scale N /eet w S2 2 Apri126, 2000 James McCarthy 3004 Woodlazk Lane Eagan Mn 55121 RE: Assessments and Green Acres Installments 10-01500-013-76 -1p=0T500=014=75L> 10-02200-013-04 ~ Deaz Sir: I completed the analysis of the amounts assessed to the noted parcels and the installments postponed because of the election of Green Acres Status for the property. The results of that analysis follows. Original Postponed Postponed Postponed Annual PID Assessment Principal Interest Installments Interest 10-01500-013-76 $94,143.68 $90,769.64 $139,690.08 $230,459.72 $9,705.02 10-01500-014-76 $66,18433 $64,842.27 $121,377.43 $186,219.70 $7,56431 10-02200-013-04 $142,180.23 $136,788.23 $236,494.07 $373,28230 $15,523.49 Total $302,508.24 $292,400.14 $497,561.58 $789,961.72 $32,792.82 The difference between the Original Assessment and Postponed Principal is the annual principal portion of the oniginal assessment not yet eligible for Green Acres postponement. Enclosed aze copies of parcel records that reference: 5pecial assessment numbers, an abbreviated description of the improvement assessed, yeaz assessed, term of the assessment, interest rate associated with the assessment, total amount assessed to the property, annual principal and a payoff balance. If you desire additional information please contact the staff of the City. Sincerely Gerald R. Wobschall CC:Pat McCarthy Enc ` • - . a,:aAN M11I4~'8SC POTB _ 'Q: tYii • TI TY:! ~ DRSICN IN!'URMAT/ON ~n? raeuw~ xw str uam~~a.aa au mavnas:m mmm aca +er..a ra :,o ~J*sA soo..L~a mhV~usvrrxtiaWrWy nCT o[iSYi7ad S!P]i!!f-1.3C ~ • x ~m~mw. l~s. yp ~ Y!1 ill~t . OU . ~ ~'ill tnol ~aaa • - 11 0. . U. M+4dq~Ynmiad~rtiil+t~ a ~9o7JO1CYU1itlGN 71 37 U i- a-3~ i ~ t- { y 9. j. 0 ,g w•araasp/.+.aa..,.,~aia lii Lxvs WID ~CilQft p~c Lb . fm~t~mmnoaEera~rty yp~~, ~//A u ~baran--..eswr' . R.~! 3.•.R ~.-1F.a= c Q. LL tnduluitiu3~rwb1Prt Ti•~.$t~e~7~9.,7(' - _TC ~I:. ...Q~.y~.0. .IY_0'_0 '._=_10a V&M LCC~7~7GCYTA1Iy-y-~-- i 8C ]]Q.[• D- @. 0 1F G- 0 O Y33 7!S! y 0V1O m~ rtJ4fi•aaWmun.ri'.miw+D~ p.O.Op ~ dh~y xeni~sw~rpY~ya ~~~Y m~ Is tax 1dwui1 pitiyuw miy. ~ i5- P. ? 1lw~ 0~ - ~ g04' $•i0lt m LO uminau~PeNwns~NLkv~~ no a =.40 ' i- s-ema o.f~ a- s aon e,au LT -r a~ 1 -seY n.e1 r- 7 rni o.si . . . q u; up~ahvw~Ln~alwN.wW~ro. 7. i -349 0.47 9. _6 .._4d7 V.&Y-__ 7 ~~4~W!~~~p v1:.dxr~DMUlmt.. '__...'9_S_.47R5-'0.9{-'___ ; luiYJyY' n,IR1.':W.~+~s4on ? in:: mder4mwantr~. IBflEB.EEAf1t9 t11IuTiMli~AtiY~~liCiCaStO11 ,w.ae~r'o~.ucNr+wrca:~w~~wi. ~ ~ CNR6C071LW?iPP-~+IKOS1/1KON YMDiiMy ~ y.d~?.a. em",.,.-- anaa~nurewuIorArarrsr+wbu?r ~ «~~,enwao~»w.,..~ aionscware~r~smw#tEnaacROo-~i«rN # ~tnm.rwmqwle~mr:n IAMaP ~Ai[UiYMNtldf~ DQ ~ ~ I 5'G ud. WiAONOmshad~4LL4nN ~ aI W1YbrJisi~L ~ W dlyy u.yl~wkk~l4eh~oPli~ I ~41at~WUy N u+iu~N kaR:4 ~.yje r• H 4b4 ~1.nsa a~w. ~G... rnnxtca17oN nC-'rgs - - YV W trnt~{ uvailY ~hi W~~?nf4 9~A . eadammnie~fOAwaqlauEa ~ ~--~"T-~ wliw a caulil~ nqndi{~it ~u.~e rm. ~y~~W~Wurwblulm . rq,Q~ +1 ~i ~ie4kKNe tll Ilaina W I m0~lYl+lidM\ WY~. mouv tlFduO k'edm dY k tu g~ b~el fniyw'n1 b~sd Wpa. Cai. yuwu.~fr6~dyxtnvun,.an 13Y4 fU0~vu3'YN~V .~U~due~6' ~ UI ~(YaCA~ $~(l~aY~,N~JWJb ~P~u^ttYalfrtc.?wksum...~ T 2.11,5 aMN1 YW ~tl aveni~e,v: i'Ir M.tf e k~Y u- WuawhnrrJwaGro~~ltlrus~ ~ ~ ~ \ a1~s . ~ q01010Y0 ~dsYtbti~nl~w.: . a~~ . , ~ a~ a mp b..umbra~nmo- , I~DCWwWwr'hRJW~~~]mE~ml - N _48A. - ~ . . . . _e°~ 't ' ~'4~~~TPik~canadaast ~ 7f . n~ . . . . r . . . . - ~ !R$CA(il'IDIYAYY NOT7s5 ~ ~ nauc~eaeo+:musi..qwo.uc LL s4fdlo.biamaCrsvis•IbdliK . lmlivsAlwi ItW. • 'n - ~~lmp~~p}~miw1aYvtt ZYd{S..~r~ . ~dWiY~N~WtYimlpf I ~ W ~ j N ' _ _ _ . . i~ eaausm~mmnro-.~y~~wqr E%C![PT. A5 IBMDFN-_YLAY1+& JBK~3i2C GM'IBoiBdJ PPiI A'L9Q4'A M7999 ~ . . _ . . . . wa~ ~ trw.4 . . . . ._..~l: 1.3790 ° ~r~ ddms~W Tt~ep~inodMwaef . - ~R6imAlI.N('.~HIA7'11H6L9ixT..- 8% JAm.2d~9qM ~7~ 6Yttd1lMuf~fhe~mc~Y~ua A~PYQ1NS16AVWBNBEGIffi~1TOJ4NiG • o 1! ~ ,y m~tatWitle~ml~~Aauu. CWINAG7t1R s. TP19tMiTi ••r 8~fus~a.lywoi i BRr1~~`+wAftHCY. _ D+Prt. 2dc:Y p( Usle: 32MS o YmWdutniabWNm:b:NlJn k4~nmbp~ emero~ ruDUOt WW rm~.uon.wai m~ ~R+b~~b ~v~s tWW+7+wa LM iD.O 110ri~C-I.ll: I.IS ww4~aNw~u98rAYSr~~.r~iar - mM~Wv~ u r ms~ic~ ~ •~Yw e.s~. _.TL'Csid;---SO~-~iN--Dic~Y-iRh l i9 can~Jlx~nu~oamum~ti ~ . - t.l3 7~ ~ ii.s m9 ~ O.C. ~"OO;a 6Q.0 RA~78i6'8~. ~ue,.~ +~m~e;wHmum ~'L. Wi - ta tn4; we~a+rmKq~ ~+wn - Bt.: Ewd AO pf ~~6~L'citp'h:''1 ~ amsu I~ww? ~w.'R u mr1 u. ~0./Oa &B8Ad7Y1 PY'71tidi$9?S imn-SWIb VA 4a~eeA'O bilRO+.NC.73lR r'~~~'~ s6.6-•i~.:' Y;i1.2T9RM17~c n e _ . r ~,t .y+' r, ~ p , Y. y ~ ~ t 24" ~r • , ; 4 ~ 27~~ z ~ . ~ 1 k \ ~ 1 e 'f ' ' i j4 Xb ~ ~ ~r sk6 Z °.o o vi~ t~~ • ~ e ~ ° e~ i 6 R M t .b ' a ~ 1 a d GENERAI NOTES 1. ,WylU INS /~LLEG NDER $EP.W~ATECpBMRACN?NISHFA s W0005 2 COORDAUTE OIMENSIONS ANp FpUNpATION WIM WORK OF OTHFAS• CONSiRU NO ~ - } qpApyE pISTiNG SOIL WfIHIN 9llILDMC FOOlPRI1R. AGGREGATE IXIST 16' E AWN PST~p, pROLTOR OENSmANO CONPRCf TO t00x 05% ~E-E__g-E-E-E-E- STRUC C~ I OESICN LWOS a31 1 1. nR 5 100 PSF + EOUIPMOff/Y/J~K I-IVE - / -COMROL P.WFL 2. ROOF LOPOS SNM MH 101 029 ~ p EkD LQAp 20 PPSF SF ? ~ 928 3. SOL BEVtING PRFSSUNE 1000 PSF B~ ? e~ 1 IXISTING 18' OJ.P. ` 027 M~~ FORCE IMIN 1. Cpry~E 4,000 P51 AT 28 MYS 826 ~ ~ i' PoGU ~FNIZEU 2. REINiORCEMEM BARS A5U A615. GRADE 60 g ! ~._p. X ~~_0• ? POWER CWOUR a4~ ~ 1' PodD (NiYM'IZm m CANC. M q ryFR ALUM. COMROL CONDUR CQNSTRUCTICN NOTES . g s iwECnnai ~ - ~ ` 825 fANCREIE eintOr+c PVC PE~ ~ - IXISf15(A1WN1 1. LPP SPIlCES. 99 END H0015 M10 RNCNOR EMBE~MFM \ BELOW UNL65 NDiED: ~ ,e~~ SH41 BE AS SHOM'N UFT ~ 824 N0. 14 REWF. VP SPUCE 9V FNO HOON µCWR ` flVt SRE IN. Id1J EMBEDIN. ~ e e ~a ii a +o ~T ~/tZVGI 2. REINFORCING BAN5 SWW. FNVE TME FOLLDWING CONCREIE 37 sar~ ~ ou" 832 !u O~CfNoTED SfCRElEST EANfM Z 3. COMCNEIE SWli BE PVCm'NI1HOUf CONSfFtUCiION JOIHIS 0~ p(CEPf WHERE SPEGIFlGiLY SHOWN ON TME UFAWINCS OR ~u 6 Q HURLEY ns iwrRwm er TMe ENONme. 4. BEVEL NL EXpOSF? LORNERS OF COHLflEIE 3/4'. yERI{Y SIZE PND LOCA'IION OF N.L EaVIPMEM BASES. ~ m SITE PLAN ~ 5. SUPPoRT RONFORCING fOR SlABS ON GRME c N L e/si. vm ocru a~ ~Q 1 scw m reat 1 ~ ~ ~ , ~ W TOOL JOIHf h CAl1L1( CONC. PAD SQE ~I~ ANCHOR BOL15 ~ PER FAUIP. SUPPLIER VERIfY -cc 1/2• CtUMFER mGE 1' VERIFY 4 F~ F~- AOPE AWAY 2-14 MIN. MIN. AT~1% '/FT.'~ CONC. SIAH &1R Sl1PPORiS ~ C ,Q~ ~ O Z I{ i1E5 O F ~ ~ 6" MA%• SPA o~ Z W U z z < ~ Z ~ m a nR ~ ~OM~P ~IEDp j1 pFRIMEfER INSUL J Q ~ 2 fEEf BEYONO IPRON ° CONC. WPlI • . . . • . ~ Q ~n 6 +4 DOWEL % 4'-0 y W L LONG O 12* O.C. ~ PftEGST CANC. BLOCN #4 O 12" ~ MNC. SUB p~ W ~ 6' CONC. MRJN WfM /1 O 12' E.W. GRANl1UR fl45E e REINFORCING SUPPORT DETAIL c PAD DETAIL o BASE DETAIL ~ n APRON DETAIL No SCALE s' No S~ ~ ~QS NO SCAI.E . Scale in feet ~ ~ rJ~ L r AL wvC7) nuswNCioaAN coMMEtipN CpNTAl1iAENT NALL r k mvci 1'V (Md . pUL5ATI0N \ Ti UAMPENER RYPJ I~/i LL fPVt) O~PE~ ~AL PPPIG FJfK7~YAG VAFttES GRADE O 7 q.A55 S NOAD COIIXSE 2'-0• !2'-0° c TF. - ~ SL~ p,p2X ~ AT~FORCE N~iiN ~IOE bF*-97*.T" Fw M H I ol o-"'I i , . ~ r ouroc cDNrtcT FLL COWIEC710l1 CONTRDL SIGN4 6' CLA55 5 &l5 Cq1RSE __7~ . QASS lGEO7FIfTlE FABHC YETEF7iG GWi ~ STA710N CONTROL CENTER . . Pudi fSEE OETA4 BELOIn . . L OEMCAL IFEOEt SpEOLLE ' FEIDM LOCAiION SEAVICE CAiAqf'! REYAWCS , FIM B1MOWAL `D"` AUJM WMSEC^0NM 5.0`~" Twro"~cart~na. ~ TRUCK TURN AROUNDS OETAIL NOT TO SCALE iuNt SoEq~t EA57YIC ROAT 7fECGE/i5 1ANc Lwrow saxv~ Wro+~/ wAcrtr s~ nourocs ' wa srccssc. waLaa r~ aO1p~`ww CL- ~ 1OPFJ5°~'~~sr 4'400 er e'ir i'0 sro vEmic~t ru~c RED DYFD CONCREiE KOWIIf SFAM2 ARRAI MO v_] ~x~SE • • W W_,.RE a 14 LS [Y1 ~ ~y . . ' . . . . . ~mQTR /EO ~W iI1'a~~ b D. C, I AIR C r RCS CrONDLjrT C . p . O , T € • I .~s~in • 45 ~ I I a~ row yf I ~ ~~ns LV/~ q• ~i~ • . F J aSs R* ~ ° ~ A QD- CONDUIT ENCASEMENT DETAIL Q mrs o . ~ NOT TO SCALE n ^6 ? LMYT tf j , ~fLASNfR ~+'"'j = F vurc µrs PaHELBO<FD ~ aw~u ~y b.rw oI v`••~ I cwaxs.na y lao ma.m. f~~US M N * WO aiu~la p ` l91M1L t0 l _ ~ I IIFCC~i~LlLS Q% • C[~ Y C O.! ~IIY ~[1Afy EI ti1 • vME x i s. s [ N Y~1[ i Y) t 1 K ~ H ~ -r~ io r*osn EXIS ONG f~Rl GN DIAGRAM 2 +a= W~- w-~"~ ~~ys ~sE La.~ ro*~o+.< <o.n r•~ FI HURLEY LAKE LIFT STATION ot ,o s.u s ~ SCALE: WMOIC IIAY m11~Y Mli lli 14W 1W IW~ :iEET e o y, , oesicr+eo S.D. scHLer n r ai u.w r. eww ¦...e~ .~o Q CITY OF EAGAN Faw LuKc .a~ wccna+ srsrw xo s:aLc C~ cea.x S.D. scHLer twr I.~r A Mia r~~mEn M N TM MOHiG0111@IY WATSON , m n0i wEASUaE 1- C~EGRED S.w.S Oi p I. r+is e.x oocs m MINNESOTA FLOW DIAGRAM, EQUIPMENT SCHEDULES 3 OaiE er ~ESCPiPTIpx uDT ixEN to OPAbNG SCS~E. IS MhxwponeMenmm AND ELECTRICAL DIACRAMS or A s~ccrs ML I~G IIG 10 -2-B-S' N 1I ~ ~ / TURN AROUND. NEW JRi~K z C TRACTOR TO VERIFY EX. S~OETAIL SHEET 3) - Z4'_O. . N b y uiQ UTILITY EASENENT . ~ N ~ <ac N / 30''08 W W 0~ s+-r830 U / r~~,.y a / ! 4 4'K 60 CONCSLAB ti /P~ I IEX.ICONkR OL/PANEL.-- Df.16' DJ.P FORCE MAIN ' I,IFT/STATfON P/RKNG }OT / ~ • ~ NEW- AlCUA1 ~ ~ ~ ~2 A ( G . . i'INJECTIOPYBCG/ •.HOLY ED N !y /a25 ~ _ I NEN TRUCK TURN AROUt~./ ~ ~c~'~ I !7 S~ G K C. CONTRACTOR TO VERIFY :,EX* EX.PE / GRADE (SEE OETAft. SHEEr 31 16• D.I.P.INLET ~ UC w ~S . ~ ~1' RIG GALVANIfED'POIfEF( CONDJdIT l ( rr f,~ I PRI ~ GALV#HIZED ONTROL C~ONDUIT urLRr EnsErEwr f ~ / . o . o ` , o . HURLEY LAKE ~ ~ , o_ 0 ~ : d swccr ~ SC"U oW,~iVO~ ~ oESwxco =•"•'LOME" FISH LAKE ALUM INJECTION SYSTEM ddWL CITY OF EAGAN, 2 g r rws eui oa¢s aca.ewm MOI~ITGOMERY WATSON ~ b. w.~ 'C,EC, MINNESOTA SITE PLAN .~,5 RCV DAr By DESCAViWM iwT T0~ 6c~.wic~ MinMSpo/h MMnasob I 1 ' FISH LAKE ALUM INJECTION SYSTEM ' CiTY CONTRACT NO. 98-02 FII.E NO. 49588 ' EAGAN, MINNE50TA 1998 ' INDEX Index ' Information to Bidders City of Eagan Notice to Bidders ' Proposal Special Provisions ~ 02200. Earthwork ~ 2573. Temporary Erosion Control - Specific & General Requirements 03100. Concrete Formwork ~ 03200. Concrete Reinforcement ' 03300. Cast-in-Place Concrete Soil Borings ' City of Eagan Contract ' Plan Sheets 1 and 2 I hereby certify that this report, drawing, or specification was prepared by me or under my direct , supervision and that I am a duly Registered Professional Engineer under the laws of the State of ' Minnesota. ~ Mark A. Hanson, P.E. ~ Date: January 30, 1998 Reg. No. 142b0 ~ 49588 , m 1998 Bonestroo, Rosene, Anderlik & Associates, Inc. pNDEX ' , INFORMATION TO BIDDERS ~ ~ A. BID PROP05AL: Each planholder has been fumished a specification, plan set and one extra proposal. Bids shall be submitted on the sepazate Proposal Form designated "BID COPY". The Proposal containing the bid shall be submitted in a sealed envelope. ' Requests for Plans and Snecifications should clearlv state the name of the oroiect beina bid ' B. BRA pLAN AND SPECIFICATION POLICY: ' 1) Plans and specifications shall only be available on a non-refundable, per plan basis, with all contractors and vendors being charged the saine. Planholders may obtain more than one set of plans and specifications for the stipulated ~ amount, however, all are non-refundable. 2) The amount for the bid package will be stated in the Advertisement for Bids. ' C. INDIVIDUAL DRAWINGS AND SPECIFICATION 5HEETS• Individual drawings and ~ specifications sheets may be purchased at the rate of Five Dol:ars ($5.00) per sheet of drawings and Twenty-five cents ($0.25) per sheet of specifications for which no iefund will be made. ~ END OF SECTION ~ ~ ' ~ ~ ~ ~ ' I:\bradwslgenerailinformadon [o Bidders 1/98 ' i= satx) oF acegein , 3830 PILOT KNOB ROAD iHqWS ECvw EAGAN, MINNESOTA 55744-1897 PHONE (61'~ 454-8100 pAV1D K. GUSTAf50N ~ FAX: (612) 454-8363 PAMUA MCCPFA TNn DAWIENTY CouritJ hAeinMrs NOT I`V ~r ¦ O V I D D~¦ i S TMEODORE WAfMER i THOMAS HEDCFS CRy ACIrnin's[ratp VAN ~'e~ The City of Eagan has adopted an Affirmatrve Action Policy rhat it wilf n t N6f5 ~ criminate in employment practices on the basis of race, color, creed, religion, na- ! tional origin, sex, age, marital status, public assistance status, veteran status, hand- ~ icap or disabifity; that R has agreed to take affirmative action to recruft minorities, women and handicapped persons into its employment; and that it wili transact busi- E ness oniy with firms whe have adopted simiEar non-discriminatory and affirmative ac- ~ tion po!icies. i ! In cases where a contract with the City of Eagan wili exceed $50,000, a company I whosz number of fuli-time emplayees exceeds twenty (20) must fumish the City of i Eagan witn documeniation that shows the company has adopted a written affirm- ~ ; ative action policy. This documentation must be in the possession of the City of ~ Eagan before the contract can be awarded. A copy of the "Certificate of Com- ~ ; pliance" as issued by the State of Minneseta is adequate ausd appropriate documen- tatiOn. ' Therefore, pfease note, that In order for your bid to be considered far award, YOU MUST SUBMIT ONE QF THE FOLLOWING DOCU- ! MENTS PRIOR TO THE SCHEDULED COUNCIL AWARD OF THE CONTRACT: + 1. A COPY OF THE "CERTIFICATE OF COMPLIANCE° (AFFIRMATiVE AC- ; TION) AS ISSUED BY THE STATE OF MINNESQTA OR OTHER DOCUMEN- ~ 7ATION THAT SHOWS YOUR COMPANY HAS AbOPTED A WRITTEN AF- FIRMAT(VE ACTIOfJ POUCY; (}R 2. b SIGNED STATEMENT TFiAT YOUFi GAMPANY EMPLOYS TWENTY (20) OR LESS FUIL-TlFAE EMPLOYEES; OR • 3. A SIGNED STATEMENT TFG4T YOUR TOTAL B!D DOES NOT EXCEED ~ f $50,000. I FAILURE TO SUBMIT THE REQUESTED DflCUMENTATiON WILL EXCLUDE i YOUR BID FROM CONSIDERAT[QN. SUPPLYtNG FALSE INFORMATTON WILL ~ RESULT ITI A COhiTRAC'f'S CANCELIATION. ~ iHE LOhkE OAK TREE. _.TtiE =`,'MSi;i pF STRENGTH AND (3RpWR{ I13 pUR COMMUNITY ~ ~ Bidder Total Base Bid Address Tele hone No. o-rewseuaa~ae Ci , State, Zi Fvc No. ~ PROPOSAL ~ FISH LAKE ALUM IN7ECTION SYSTEM CITY CONIRACT NO. 98-02 ~ FILE NO. 49588 EAGAN, MINNESOTA 1998 , Opening Time: 10:30 A.M., C.S.T. Opening Date: 1Lesday, Mazch 10, 1998 ~ City of Eagan 3830 Pilot Knob Road ~ Eagan, Minnesota 55122 ~ Ciry of Eagan, % of Rich Brasch The undersigned, being familiaz with your local conditions, having made the field inspections and ~ investigations deemed necessary, having studied the plans and specifications for the work including Addenda Nos. and being familiaz with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment and all ~ else necessary to completely construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 West Highway 36, ~ St. Paul, MN 55113, as follows: ~ No. Item Unit Qty. Unit Price Tota1 Price Part 1- Concrete & Utility Iasta?lation ~ 1 Place concrete slab and footings LS 1 $ $ 2 Install utilities LS 1 $ $ ~ 3 Silt fence/erosion control LF 70 $ $ 4 Construct MH over existing 16" force main LS 1 $ $ ~ Total Base Bid $ 1 ~ 49588prop.wb2 p-1 ~ ~ The final amount of the contract shall be determined by muldplying the final measured quantities of the various items actually constructed and installed by the unit grices therefor, in the manner prescribed in the specifications. However, the low bidder shall ~ be deternuned by adding the sums resulting from multiplying the quantities stated by the unit prices bid therefor. ~ Accompanying this bid is a bidder's bond, certified check or cash deposit in the amount ~ of $ , which is at least five percent (5%) of the amount of my/our bid made payabie to the Owner, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned ~ to execute the prescribed contract and bond within fifteen (15) days after its submittal to me/us. ~ In submitting this bid, it is understood that the Owner retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to ~ the best interests of the Owner. In submitting this bid, it is understood that payment will be by cash or check. ~ It is understood that bids may not be withdrawn for a period of 45 days after the date and time set for the opening of bids. It is understood that the Owner reserves the right to ~ retain the certified check or bond of the three lowest bidders as detemuned by the Owner for a period not to exceed 45 days after the date set for the opening of bids. ~ Respectfully submitted, (A Corporation) ~ (An Individual) Name (A Partnership) ~ Signer ~ Title Printed Name of Signer ~ ~ ~ ~ ~ . 49588prap.wb2 p.Z ~ ~ SPECIAL PROVLSIONS r 1. Project Description ~ 2. Scope of Project 3. Sequence and Scheduling ~ 4. Pettnits 5. Completion Date ` 6. Liquidated Damages 7. Pre-Construction Conference ~ 8. Specification Reference ~ 9. Facisting Conditions 10. Use of Lands ~ 11. Utilities 12. Traffic Conuol ~ 13. Working Hours 14. Clean-Up ~ 15. Utility Installation 16. Construction Manhole Over Existing 16" Force Main ~ 17. Damage to Existing Trail 18. Two Yeaz Warranty ~ ~ i T 1 ~ avsas ~ 0 1998 Bonestroo. Rosene, Mderlik & Axsociates. 7nc. ~ ~ SPECIAL PROVISIONS 1. PROJECT DESCRIP"ITON: This project provides for the installation, of the concrete footings, floor slab, and underground utilities for the Fish Lake Alum Injection 5ystem. The underground ~ utilities will consist of the connection of the Alum Injection System to The force main from the Hurley Lake Lift Station. ~ The City of Eagan is designated as the Owner. SCOPE OF PROJECT: In general, the scope of work includes the following: Minor site grading (approximately 4 hours of dozer grading). b)- Concrete footings and floor slab. ~ W.. c)„ Connection of utilities to the Hurley Lake Lift Station. 3 SEOUENCE:AND SCHEDULING: The Owner wIll wnsider pmjecf awazd.on' 1VIarch 13, 1998. The Contractor shall not commence construction until the Owner has issued a"Notice tb Proceed". This- notice; will not be issued. until execution of the contract documents has been completed, the ~ :required pernuts.have been received, and a preconstruction conference has been held. Based on 4vaazher•conditions and other factors, the Contractor shall _ start wark in April. 4.. PERMTfS: Permits for this pmject will be acquireci-by the City of Eagan. The'Eontraetor shall comply ;with ~all specific requitements stated in the pernuts and attachments thereto. 5. COMPLETION DATE: All work on the project must be completed by May 30,1998. The ~ restoration work will be completed by the City of Eagan! 6. LJOiTIDATED DAMAGES: Liquidated damages as specified. in Section-3:9 of the Conditions , eofithe~Contract•shall be Two Hundred Dollars ($200.00) per calendar day far each complefion date not met. 7. PRE-.CONSTRUCTTON CONFERENCE: A pre-construction.conference will-be seheduled by i- •r ~.the,Faigineec,rThe conference will be held with the Contractor,-representatives from the City of i:Eagan; and othenparties involved in the project. =1Vlaterials; material sources, construction methods, ~ . :.:and seheduling:will be reviewed.:and any ques6ons or ptocedures will be clarified. 8. SPECIFTCATION REFEREIVCE: Where the Minnesota;. Department of Transportation ~ specifications are referred to herein and where a reference to the word "Stata" is mentioned, it is understood that the word "Owner" is substituted. All reference to ttie word "Engineer" shall be ~ interpreted as the Engineer for the Owner. Minnesota Department of Transportalion (MnDOT) Specifications for Highway; Gonstruction, 1995 Edi6on and revisions thereto shall apply except as noted herein. In no cases shall any part of Division I(General Requirements and Govenants) of the MnDOT Specif'ications apply to this conuact unless 5pecifically. •stated elsewhere in these 49588 . . 0 1998 Bonestroo, Rosenq . . . . . . . . . ~ Mdcrlik&Assceiaces.Inc. Sp_] ~ specifications. All references to previous editions in the General Requirements shall he interpreted ~ as the 1995 Edition. ~ 9. EXISTIIVG CONDITIONS: All prpspective bidders are advised to inspect the entire project area prior to submitting a bid to satisfy, in their own minds, the existing condirions. The Contractor ~ shall invesUgate the suhsurface conditions to their own satisfaction prior to submitting a bid. The soil borings taken in the area are included in the back of the specifications. 10. USE OF LANDS: All work shall be on City pazk property, public right-of-way, or easements ~ provided by the City. The Contractor shall confine their work limits to the minimum area possible, or as staked and defined by the Owner. All topsoil must be shipped and stockpiled prior to the site ~ grading and concrete installation. The City of Eagan will be responsible for respreading the topsoil and site restoration. All costs for stripping and stockpiling of the topsoil shall be considered incidental to the contract. ~ 11. UTiI.ITIES: Known underground utilities are shown on the plans in a general way only. It shall ~ be the responsibiliry of the Contractor to contact all utility companies through GOPHER STATE 454-0002 prior to construction to deternune the exact location of utilities. The relocation and/or protection of all existing faeilities must be coordinated by the Contractor and any costs'for such work ~ shall be the responsibility of the Contractor. 12. 'IRAFFTG CONIROL: The Contractor shall be responsible for all vehicle and pedestrian traffic ~ control and shall have sufficient and adequate direction and waming signs on the project at all times to minimize inconvenience to all. All traffic control devices and methods shall conform to the requirements of the latest edition of the Minnesota Manual on Uniform Traffic Control Devices and ~ the Mazch and April, 1995 Edidon of "Temporary Traffic Control Zone Layouts" handbook. 13. WORKING HOURS: All work shall be accomplished between the'hours of 7:00 a.m and 7:00 ~ p.m. Monday through Saturday. No construcrion activity wili be permitted on Sundays or Holidays unless necessitated by an emergency or authorized in wtiting by the Owner or its repmsentaflve. The contractor must comply with a11 City ordinances to constsuct this project. ~ 14. CI.EAN-UP: All work areas shall be returned to a condition equal to ar better than was in existence at the beginning of the project. Ail construction debris shall be removed and disposed of ~ in a manner satisfactory to the Engineer. Adjacent streets thaf become tracked and dirty from construction activiry sha11 be cleaned and/or swept in a manner satisfactory to the Engineer. All ~ clean-up shall be considered incidental to the contract. 15. UTILITY INSTALLATTON: Ufility installation for this project shall include a 4-inch Schedule ~ , 80 PVC pipe; wtrich will be installed from the floor slab and under the footings to the new manhole constructed over the existing 16" DIl' force main exiting the Hurley Lake Lift 5tation. The Contractor will also be required to install a 3/a" tap with female threads into the existing foroe main ~ and install a plug. The tap and plug must be metal, plastic material will not be acceptable. The City of Eagan will.fumis6 and install the feeder line which shall be placed inside the 4" PVC carrier pipe. The feeder line will connect the Alum Pump to the tap in the force main installed under this ~ asses (D 1998 Bonestroo, Rasene, MaerU & Associazes. mc. . SP_2 ~ ~ contract. Payment for this item shall be lump sum and include all material, equipment, labor, and ~ all associated costs to complete the work. 16. CONSTRUCT MANHOLE OVER EXISTING 16" FORCE MAIN: As indicated on Plan Sheet ~ No. S1, the Contractor will be required to conshuct Manhole 101 over the exisdng force main. Manhole 101 will pmvide access to perform maintenance on the injection system connected to the force main. The bid item for "Construct manhole over existing 16" force main", will include all ~ equipment, labor, cstg., and materials to complete the work, including manhole overdepth. Based on Record Plan measurements, the depth of the force main appears to be 12'-13' deep. ~ 17. DAMAGE TO EXLSTING TRAIL: The access road down to the Lift Station is through a bituminous trail located off the southeast comer of Timbershore Lane, between 1189 Timbershore Lane and 1191 Timbershore Lane. The bituminous traillgravel road is in fair shape. Since the frost ~ is coming out of the ground early this year, the Contractor is requested to begin the work when the access mad is firm enough to handle the construction traffic. Therefore, this work may be required ~ to begin after load limits have been removed. The City is requesting that the work be done with the least amount of damage to the trail as possible. In the event that the road becomes rutted, the Contractor will be required, to bring in a load of gravel to repair the rutted area. 18. TWO-YEAR WARRANT'Y PERIOD: If any work is found to be defective within two years after the date of final acceptance of the project by the City Council, the Contractor shall promptly, ~ without cost to the Owner and in accordance with the Owner's written instructions, either correct such defective work, or if it has been rejected by the Owner, remove it from the site and replace it with non-defective work. If the Contractor does not promptly comply with the terms of such insuuctions or in an emergency where delay would cause serious risk of loss or damage, the Owner may have the defective work corrected or the rejected work removed and replaced and all direct and indirect costs of such removal and replacement, including compensation For additional professional ~ services of the Engineer or others, shall be paid by the Contractor. This obligation shall survive any temunation of the agreement between the Ownar and the Contractor. ~ ~ END OF SECTION ' ~ i ~ 49588 ~ (D 1998 BocesVOO, Rosene, Anderlik & Associazes. lnc. SP-3 ~ ~ SECTION 02200 ~ EARTHWORK ~ PART 1 - GENER AT, 1.01 SECTION INCLUDES t A. Provide excavation, backfill, and gracling as shown on the drawings or specified herein. ~ B. Dispose of any excess excavated material in an offsite location selected by the Contractor. ~ 1.02 REFERENCES ~ A. Minnesota Departrnent of Transportation Standard Specification for Highway Construction, 1988 Ed. (MnDOT Spec.). ~ 1. MnDOT Spec. 2105 - Excavauon and Embankment. ~ 2. MnDOT Spec. 3138 - Aggregate. 3. MnDOT Spec. 3149 - Granulaz Material. ~ 1.03 SUBMTfTAIS ~ A. Submittals shall conform to Section 01300 - Submittals. B. Submit aggregate test reports for aggregate backfill and aggregate base. L C. Submit shop drawings for silt fence. ~ 1.04 QUALTTY ASSURANCE i A. A Soils Engineer will be designated by the Owner to provide field density tests. ~ B. Initial"tests will be paid for by the Owner. ~ C. Any r°testing required because of failure to meet the specified density shall be paid for by the Contractor. ~ 1.05 SITE CONDTTIONS A. Protect existing sidewalks, fences, drives, curbs, utilities, buildings and other features from damage from work of this Section. ~ 49588 ~ 10 1998 Boneslroo, Roaene, nnaeatx & nsweiares, mc. 022W1 r,ARTHwoxx ~ ~ B. In the event of damage, immediately make a11 repairs and replacements necessary ^ subject to the approval of the Engineer and at no addiUOnal wst to the Owner. ~ Pt1RT 2 - PRODUCTS ~ 2.01 GENFRAI. FILL A. Material shall be free of debris, large boulders, organic or other material, which may ~ preveni required compaction. B. Suitable on-site material may be used for general fill. ~ C. These materials may be used for the following: ~ 1. General site fill at locations outside the building and outside roadway construction. ~ 2.02 AGGREGATE BACKFILL A. Material shall be sand or sand-gtavel, free of debris, salvaged concrete, salvaged ~ bituminous mixture, lazge Uoulders, clay or silt. Material shall conform to the ~ requirements of MnDOT Spec. 3149, Type E Aggregate Backfidl. B. These materials shall be used for the following: 1. Compacted aggregate fill within building area and under concrete slabs. ~ 2. Compacted 4-foot thick base under concrete aprons. i' w 3. Compacted aggregate fill in pipe trench excavations. ~ 2.03 PERIME'I'ER IN5ULATION A. Perimeter wall insulation sha11 be extruded polystyrene insulation with a minimum compressive strength of 40 psi. 2.04 SILT FENCE A. Mirafi "Envirofence", or equal. ~ ~ 49588 ~ C) 1998 Bonestroo, Rosene, ~ Anaedik & n5sociares, mc. 02200-2 EARTxwORK ~ ~ PART 3 - EXECUTION ~ 3.01 STTE PREPARATTON ~ A. Strip and dispose of existing bituminous pavement from area to be excavated. Excavate exis6ng soils to a minimum of three feet beyond the edge of foundation wa11s. ~ B. Install silt fencing and other erosion control devices as required to prevent eroded material from damaging adjacent property or the lake. ~ 3.02 EXCAVATION ' ~ A. Remove all eacisdng topsoil from the excavated area. B. Stockpile topsoil for finish grading. ~ C. Ezcavate for footings, utility trenches, and base material. ~ D. Natural soil at the bottom of the excavations shall be compacted with several passes of a vibratory compactor prior to placement of any fill or footings. ~ E. Excavations shall be large enough to allow for the construcUon and inspecuon of footings including all formwork. ~ F. No excavation shall haue sideslopes steeper than dictated by current OSHA regulations. ~ G. Protect bottom of excavadon from frost at all times. Do not place foundations, footings, slabs, or fill on frozen soil. H. Do not backf'ill or place footings until the excavation has been approved by the Engineer. The Engineer shall verify the footing elevation and a geotechnical engineer shall evaluate the unifornuty and stability of the soil prior to placement of ~ the forms. ~ 3.03 BACKFII,L AND COMPACI'ION A. Backfdl to lines, grades and dimensions indicated on the drawings with proper ~ aliowances for concrete slabs and aprons, and finish grading and sod. B. Place perimeter wall insulation prior to beginning backfilling operations. r C. Place bac -Lfill in 8" deep lifts and compact. ~ D. Do not place fill in temperatures below 25°F. 49589 ~ 0 1998 BanesUOq Roseae, 02200-3 Fr,xTHWotuc Aaderlik Bc Associetes, Inc. l E. Compact fill to densities listed below: ~ 1. General fill outside building azea. 95% Standard Proctor Density 2. Aggregate backfill inside building azea. 100% Standard Proctor Density , 3. Aggregate backfill under slabs and apmns. 100% 5tandazd Proctor Density ~ 4. Aggregate fill in pipe trenches. 100% Standard Proctor Density 5. Aggregate fill under slabs and aprons. 100% Standazd Proctor Density ' 3.04 GRADING ~ A. Cut, fill and grade site to elevations and contours indicated, with allowances for concrete slabs and walks, base, and finish grading and sod. ~ B. 31ope grades to insure temporary and permanent drainage away from building and to drain site as indicated. ~ C. Remove all construcdon debris and cleanup site prior to fine grading. D. Fine grade site for aggregate base, seeding and sodding operations. Hand shaping is ~ required adjacent to the building pad. ~ 3.05 EROSION CONTROL A. Maintain an erosion control program throughout construction that meets plan details ~ and City regulations. Verify requirements with the Engineer. B. Remove silt fence after finish grading is. complete and approved by the Engineer. 3.06 DISPOSAL ~ A. Dispose of any excess material off-site at a site obtained by the Contractor. 3.07 METHOD OF MEASUREMENTBASIS OF PAYMENT ~ A. All itetns associated with earthwork, including site grading. ExcavaYion and backfill ~ shall be included in the lump sum bid "Place Concrete Slab and Foorings." END OF SECTION, ~ 49588 ~ a 1996 Bonestroo, Rosene. aderwk & nssociarm. Inc. 022404 snaTEnvoRc ~ ~ i SECTION 03100 ~ CONCRETE FORMWORK , PART 1 - GENERAL 1.01 SECTION INCLUDES ~ A. Furnish and install fortnwork for cast-in-place concrete. ~ 1.02 REFERENCES A. American Concrete Institute (ACn: ~ 1. ACI 347 - Recommended Practice for Concrete Formwork. ~ 1.03 SUBMITTALS ~ A. Submittals shall conform to Section 01300 - Submittals. B. Submit product data for form des. ~ 1.04 QUALTTY ASSURANCE ~ A. The design, engineering, and proper construction of all fottnwork shall be the responsibility of the contractor. ~ B. Design formwork in accordance with ACI 347. 1.05 PRODUCT HANDLING ~ A. Do not store forms or equipment on finished slabs. ~ PART2-PRODUCTS ~ 2.01 FORM MATERIAL A. Form facing material shall be smooth faced, undamaged plywood or other panel type ~ material approved by the Engineer. • B. The form facing material sha11 produce a smooth, hard, uniform texhare on the ~ concrete. C. The arrangement of the facing material shall be orderly and symmetrical, with the ~ number of seams kept to a minimum. 49588 I 0 1998 Bonestroo, Rosene, 03100-1 Andedik & Associates, Inc. CONCRETE FORMWORK ~ D. Facing material with raised grain, torn surfaces, wom edges, patches, dents, or other ~ defects which will impair the texture of the concrete surFace shall not be used. 2.02 FORM'IIES A. Form ties shall be factory fabricated, adjustable length, removable or snap-off metal ~ form ties designed to prevent form deflection and to prevent spalling concrete surfaces upon removal. ~ B. The portion of the tie remaining in the concrete after removal of the tie shall be at least one inch from the surface of the concrete. ~ C. Provide waterseals on ail wall ties used in containment walls. 2.03 FORM COATINGS ~ A. Form coatings or release agents shall be commercially formulated chemical release ~ agents containing no lubrication oil, conventiona] form oil, fuel oil, or kerosene. B. The form coating shall not penetrate, stain, or ]eave a residual film on the concrete ~ surface and shall not attract dirt or other deleterious material. 2.04 ACCESSORIES ~ A. Chamfer strips shall be 3/a" x 3/a" wood or plastic strips. ~ PART 3 - EXECUTION 3.01 GENERAL ~ A. Establish a bench mark in an accessible location and use as a reference point for various construcdon levels. ~ B. Verify lines, levels, and centers before proceeding with formwork. ~ C. lnsure that dimensions agree with the drawings. Report any discrepancies to the ~ Engineer before proceeding with work. 3.02 FORMWORK DESIGN ~ A. The design, engineering, and construction of the formwork shall be the responsibility of the contractor. r B. Formwork shall be designed in accordance with ACI 347. 49588 m 1998 Bonestroo, Rosene, 03I00-2 ~ : Anderlik & Associates, Inc. CONCRRTE FORM WORK , ~ C. Formwork sha11 be designed, erected, supported, braced, and maintained to safely I support all lateral loads that might be applied untii such loads can be supported by the concrete structure. ~ D. Forms shall be securely braced against lateral deflections. 3.03 FORMWORK CONSTRUCTION ~ A. Provide forms for all concrete work. Earth cuts shall not be used as forms for vertical surfaces. ~ B. Construct forms to conform to slopes, lines, and dimensions shown on the drawings. C. Forms shall be sufficiently tight to prevent loss of mortar from the concrete. D. Place chamfer strips at all exposed comers. 1 E. Install a11 required openings, frames, pipe sleeves, cavities, slots, and other embedded ~ items. F. Cut all holes in forms required for installation or embeddment of concrete J reinforcement bars and ties. G. Provide sharp clean corners at intersecting planes without visible edges or offsets. Back joints with extra studs or girts to maintain true, square corners. ~ H. Provide runways for moving equipment. Runways shall be provided with struts or ~ legs and shall be supported direcUy on the formwork. Runways sha11 not rest on the reinforcing steel. ~ I. Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris before concrete is placed. ~ 3.04 TOLERANCES A. Construct formwork so that concrete surfaces will conform with the following ~ tolerances: ~ 1. Vaziation from plumb: In any 10 feet of length 1/4 inch ' Maximum for entire length 1/2 inch ~ 49588 ~ 0 1998 Bonestroo, Rosene, 03 ] 00-3 Mderlik & Assor.ia[es, Inc. CONCRETE FORMWORK 2. Vaziation from the level or specified grade: ~ In any 10 feet of length 1/4 inch j Maximum for entire length 1,2 inch ~ 3. Variation of the lineaz building lines from established position in plan and related position of columns, walls, and partitions: ~ In any 20 feet of length t/z inch ~ Maacimum for entire length 1 inch 4. Vaziation in the sizes and locations of sleeves, floor openings, and wall ~ openings: t 1/4 inch 5. Vaziation in the thickness of slabs and walls: ~ Minus 1/a inch Plus 1/2 inch ~ 6. Footings (tolerances apply to conctete dimensions only, not to positioning of reinforcing steel): a. Variauons in dimensions in plan. ~ Minus '/z inch ~ Plus 1 inch b. Misplacement 1 inch ~ c. Thickness ~ Decrease in thickness 'h inch ~ Increase in thickness No limit 3.05 FORM SURFACE PREPARATION ~ A. Clean surfaces of forms and embedded material of all accumulated mortaz or grout ~ from previous concreting and of a11 other foreign material before concrete is placed. B. Before placing the reinforcing steel or the concrete, the surfaces of the forms shall ~ be covered with an acceptable coating material that will effectively prevent 49588 m 1998 Booesvoo, Rwene, 031 OO-4 ~ Mderlik &Associates, lnc, CONCRETE FORMWORK 1 ~ abso tion of moisture rp , prevent bond with the concrete, and not stain the concrete ~ surfaces. C. Excess form coaring material shall not stand in puddles in the forms. ' D. Form coating material sha11 not come in contact with hardened concrete against which fresh concrete is to be placed. I E. Spray form coating on all concrete form surfaces including wood forms for wall openings, and chamfer strips. , 3.06 RE-USE OF FORMS ~ A. Clean and repair surfaces of forms to be re-used. B. Do not use split, frayed, delaminated or otherwise damaged form facing material. 3.07 FORM REMOVAL , A. Formwork not supporting the weight of the concrete may be removed as soon as the concrete has hazdened sufficiendy to resist damage from removal operations, but not ~ less than 24 hours after completing concrete placement and finishing. B. Wood forms for wall openings shall be loosened as soon as possible without damage ~ to the concrete. 3.08 METHOD OF MEASUREMENTBASIS OF PAYMENT , A. All items associated with concrete formwork shall be included in the lump sum bid "Place Concrete Slab and Footings." ~ END OF SECTION ~ ~ ~ r ~ 49588 ~ 111998 Honestroo. Rcsene. 03100-5 Anderlik & Associazes, Inc. CONCRE7'E PORMWORK ~ ~ SECTION 03200 ~ CONCRETE REINFORCEMENT PART 1 - GENERAL ` 1.01 SECTION INCLUDES ~ A. Furnish and install concrete reinforcement. 1.02 REFERENCES ' A. American Concrete Institute (ACn: ~ 1. ACI 301 - Specifications for Structural Concrete for Buildings. 2. ACI 315 - Details and Detailing of Concrete Reinforcement. ~ B. Concrete Reinforcing Steel Institute (CRSn: ~ I. CRSI - Manual of 5tandazd Practice. ~ 1.03 SUBMTI'TAL,S A. Submittals sha11 conform to Section 01300 - Submittais. ~ B. Submit complete shop drawings and bar lists of all material to be furnished and installed under this section. Show baz sizes, spacings, locations, and quantities of ~ reinforcing, and bending details. C. Make shop drawings in accordance with ACI 315. ~ D. Submit product data on threaded dowel inserts. ~ E. Submit mill certifications for concrete reinforcement at ume of delivery. 1.04 QUALTI'Y ASSURANCE ~ A. Comply with ACI 301, except as modified in this section. , 1.05 PRODUCT HANDLING ~ A. Deliver reinforcement to the job site bundled, tagged and mazked. Use metal tags indicating bar size, lengths and other information conesponding to mazkings shown on placement drawings. ~ 49588 ~ 111998 Bonestroo, Rosene, ^"~fflik & ^s~iat~• Inc 03200-1 corrcRE's REwaoxcEMENT i B. Store reinforcement at the job site in a manner to prevent damage from drainage and ~ accumulauon of dirt and excessive rust. C. Do not store reinforcement, supports, or equipment on finished slabs. ~ D. Store metal bar supports in a weather-proof shelter. ~ PARTZ-PRODUCTS 2.01 MATERIAL ' A. Reinforcing Bazs: Deformed billet steel bars confornvng to ASTM A615, Grade 60. , 2.02 ACCESSORIES A. Baz supports for walls: Ail bolsters, chairs, spacers and other devices for spacing, ~ supporting and fastening reinforcement in place sha11 be plastic protected, conforming to CRSI Ciass 1 protection for bar supports. , B. Ground Supported Reinforcing: All ground supported reinforcement shall be ~ supported by precast concrete blocks. Precast concrete blocks shall haue a minimum compressive strength of 4000 psi. C. Tie Wire: Shall be black annealed wire, 16 gauge or heavier. ~ D. Threaded Dowel Inserts: Threaded dowel inserts shall be manufactured of minimum ~ grade 60 steel and shall be, capable of achieving 125 percent of specified yield strength of reinforcement steel for the baz size indicated. 2.03 FABRICATION A. Shop fabricate reinforcing steel to required shapes and dimensions. ~ B. Do not rebend or straighten reinforcing steel. C. Fabricate bazs in accordance with the fabricating tolerances given in ACI 315. ~ PART 3 - EXECUTION ~ ~ 3.01 PLACING A. Place reinforcing steel in accotdance with the structural drawings, approved shop ~ drawings, and as specified herein. t ~ 49588 m 1998 Honestroo, Rosene, ~ ^naerfik & Assaiates, Inc. 03200-2 coxcasrE xsaaFOxcaaNr ~ ~ B. Reinforcing steeT shall have the following conciete cover unless specifically noted differently on the drawings: ~ 1. Concrete cast against earth 3". ~ 2. All other concrete 2". C. Properly position reinforcing steel and wire it together at intersections and supports ~ to ensure against displacement during concrete placing. All reinforcing steel sha11 be tied to wall forms. , D. Reinforcing steel for slabs on grade shall be supported by placing precast concrete blocks at all locauons where chairs aze to be located. Chairs or standees sha11 be placed over concrete blocks. ~ E. Dowels shall be wired in place before placing concrete. ~ F. All reinforcing steel must be placed and tied before concrete is placed. ~ G. Reinforcing steel embedded in hazdened or partially hardened concrete shall not be bent after placing. ~ H. Wall chairs shall be placed at the top and bottom of all walls and not greater than 6 feet on center horizontally. ' I. All reinforcement, at the time concrete is placed, shatl he free of mud, oil or other materials that may adversely affect or reduce the bond. ~ J. Chairs and bolsters shall support the reinforcing steel closest to the formed surface. Pier ties sha11 be supported by chairs. ~ 3.02 SPLICES A. Provide reinforcement splices by lapping ends, placing bars in contact and tightly ~ tying wire. Provide lap splice lengths as shown on the drawings. B. Splices sha11 be made only as shown on the drawings, or as authorized by the ~ Engineer. ~ 3.03 TOLERANCES A. Bars shall be placed to the following tolerances. ' 1. Cleaz distance to formed surface ± 1/a-inch. ~ 2. Spacing dimensions ±'/z-inch. 49588 ~ 0 1998 Bonestroo, Rosena, Andertik & Associates, Inc. 03200-3 ODNCRETE REINFORCEMENT ~ 3.04 METHOD OF MEASUREMENTBASLS OF PAYMENT ~ A. All items associated with concrete reuiforcement shall be inclnded in the lump sum bid ~ "Place Concrete Slab and Footings: " END OF SECTION , ~ ~ i ! i t 1 1 I ~ ~ M 1 ~ 49588 (D 1998 Bo~troo, Rosene, ~ nnaerwk & ,assmiMw, uc. 032004 coxcx= asmrFoxcsMExT ~ ~ SECTION 03300 ~ CAST-IN-PLACE CONCRETE ~ PART 1 - GENERAL 1.01 SECTION INCLUDES ~ lA. Furnish and install all cast-in-place concrete. ~ 1.02 REFERENCES A. American Concrete Insutute (ACn: , 1. ACI 301 - Specifications for Structural Concrete for Buildings. ~ 2. ACI 305 - Hot Weather Concreting. ~ 3. ACI 306 - Cold Weather Concreting. 4. ACI 309 - Recommended Practice for Consolidation of Concrete. ~ 1.03 SUBMTITALS , A. Submittals shall conform to Section 01300 - Submittals. B. 5ubmit manufacturer's data for concrete admixtures, liquid curing material, floor ' joint filler, concrete sealer, and adhesive anchoring material. C. Submit cottcrete aggregate test reports and concrete mix designs at least 14 days prior 1 to placement of concrete. D. Submit results of concrete strength tests. ~ 1.04 QUALTI'Y ASSURANCE ~ A. Comply with ACI 301, except as modified in this Section. ~ B. The contractor shall hire an independent testing laboratory, approved by the Engineer, to perform the work listed below. All costs for this testing shall be paid by the contractor. ~ l. Design concrete mixes for each type of concrete specified. ~ 2. Cast concrete cylinders for strength tests. 49588 ~ (D 1998 Bonestroo. Rosene. . Andedik & Associates, Iac. 03300-1 CAST-M-PLACE CONCRETE ~ 3. Test concrete cylinders. ~ C. Concrete Mix Design: ~ 1. Prepaze mix designs for each type of concrete specified. ~ 2. Design concrete mixes in accordance with ACI 301. D. Concrete Strength Tests: r 1. Mold and cure three specimens from each sample in accordance with ASTM ~ C31. Any deviations from the requirements of ASTM C31 shall be recorded in the test report. 2. Test specimens in accordance with ASTM C39. Two specimens shall be ~ tested at 28 days for acceptance and one shall be tested at 7 days for information. The acceptance test results shall be the average of the strengths ~ of the two specimens tested at 28 days. 3. Make at least one strength test for each 100 cu.yds., or fraction thereof, of each mixture design of concrete placed in any one day. 4. A copy of the test results shall be fumished to the Engineer as soon as ~ available. 5. All costs of concrete cylinder testing shall be paid by the contractor. , 6. Mold and field cure additional specimens as required in Section 03100 for ~ eazly form removal. E. Concrete Slump Tests: ~ 1. The Owner will deternune slump of concrete from each truck in accordance with AS'TM C143. ~ 2. If slump does not meet specificadons, remove batch from work and dispose of off site. ~ 3. All costs of slump testing will be paid by the Owner. F. Concrete Air Content Tests: ~ l. The Owner will determine air content of concrete from each truck in ~ accordance with ASTM C231. 49588 , C) 1996 Bonesiroo, Rosene, ' AnduGk & Associates, Inc. 03300-2 CAST-A7-PI,ACE CONCRE7'E ~ i ~ 2. If air content does not meet specifications, remove batch from work and ' dispose of off site. 3. Air content will be tested prior to and after adding superplasticizer. ~ 4. All costs of air content testing will be paid by the Owner. ~ G. Concrete Temperature: 1. The Owner will deternune temperature of concrete from each truck. ~ 1.05 PRODUCT HANDLING ~ A. Do not store forms, shores; reinforcing, equipment or other material on finished slab surfaces. ~ PART2-PRODUCTS , 2.01 CONCRETE MATEUrAr, A. Cement: Conform to A3TM C150, Type I. Provide cement from one source of ~ supply. B. Aggregate: Conform to ASTM C33. Provide aggregate from one source of supply. ! C. Water: Clean potable and free from deleterious amounts of oil, acid, alkali or other foreign matter. ~ 2.02 ADMIXTURES ~ A. Air Bntraining Admixture: Conform to A5TM C260. B. Water Reducing Admixture: Conform to ASTM C494, Type A. ~ C. High Range Water-Reducing Admixtures (Superplasticizer): Conform to ASTM C494, Type F and contain no chlorides. ~ D. Fly Ash: Conform to ASTM C618, Class C or P. I,oss on ignition shall be lnnited ~ to 3% masimum. 2.03 MISCELLANEOUS MATERiAT, , A. Burlap-Polyethylene Sheet: Burlap polyethylene sheeting shall consist of burlap weighing not less than 10 oz./lineaz yard, 40 in. wide impregnated on one side with ~ white opaque polyethylene 0.006 in. thick. Sheeting shaIl conform to ASTM C171. 49588 ~ 111198 Bonestroo, Rosew, .anderhk & .assoc;ates, Inc. 03300-3 CAST-IN-PLACE CONCRETE ~ B. Liquid Curing Compound: Conform to ASTM C309, Type 1-D, Class B clear or ~ translucent with fugitive dye. Not to be applied to floor slabs. ~ C. Expansion Joint Material: Bituminous fiber type confornung to ASTM D1751 with bituminous or paraffin binder. ~ D. Waterstop: Waterstops shall be 4-inch wide sertated (ribbed) PVC type with centerbulb. Waterstops shall be manufactured of virgin polyvinyl chloride materials, ~ 3/16 inch minimum thickness, with minimum 15/32 inch centerbulb diameter. As manufactured by Ctteenstreak Plastic Products Company, Specification Grade, or equal. ~ E. 7oint Sealant: Two part, self leveling, polyurethane sealant, Sonolastic SL2 manufactured by Sonneborn, or equal. ~ F. Adhesive Anchor: Adhesive for anchoring dowels in concrete sha11 be Hilti F3I17 ~ Dowelling Adhesive C-100 as manufactured by Hiiti Fastening Systems, Anchor Bond as manufactured by Celtite, Inc., or equal. G. Concrete Sealer: Floor sealer shall be `Seal Hazd' as manuFactured by L& M ~ Construction Chemicals, Inc. Wall Sealer shall be `Dress and Seal WB' as manufactured by L& M Construction Chemicals, Ina ~ 2.04 CONCRETE MIX PROPORTIONS A. Structural Concrete: All concrete shall conform to the following minimum requirements: Coarse aggregate size ASTM C33 Size No. 67 ~ Minimum compressive streng2h at 28 days 4000 psi Maatimum water-cement + pozzolan ratio .40 ~ Minimum cement + pozzolan content 5641b/cu.yd. Maximum pozzolan content 25% of cement content Slump before adding superplasticizers 2 inches ± 1 inch ~ Slump after adding superplasticizer 6 inches ± 1 inch Entsained air content 6% ± 11/2% PART 3 - EXECI7'TION ~ 3.01 CONCRETE PRODUCTION ~ A. Ready-mixed concrete shall be batched, mixed, and transported in accordance with ~ ASTM C94. B. Concrete shall be mixed only in quanti6es for immediate use. Concrete, which has ~ set, sha11 be discarded and shall not be retempered. 49588 (D 1998 Bonestroo, Rosene, Mderl ~33~~-4 ~ ik & Associa[es, inc. CAST-IN-PLACE CONCRETE f i 1 C. Discharge concrete from truck within 60 minutes after cement is added to the mix. D. Do not add water at the site without the permission of the Engineer. ` E. Add superplasticizer to the concrete at the project site. Add superplasticizer and mix concrete in accordance with manufacturer's specification. ~ 3.02 PLACING WATERSTOP ~ A. Place waterstop material at all construction joints unless shown otherwise and confirmed by the Engineer. ~ B. Center waterstop in the joint with each half embedded in concrete. Secure waterstop Uy rying with wire the end bulb to reinforcing steel at 12 inches on center prior to placing concrete. ~ C. Thoroughly and systematically vibrate concrete azound the waterstop to ensure , positive contact between concrete and waterstop. When concrete is being placed, take caze not to deflect waterstop out of proper position. ~ D. Use prefabricated waterstop fittings or follow proper field splicing procedures for all connections and splices. Miter all intersecting connections at 45°. Use a thermostaticlly controlled heating iron to. heaE both ends of waterstop to be ~ connected, then butt splice pieces to be joined with full contact. E. Follow manufacturer's recommendations for proper prepazation and installation of ~ waYerstop material. 3.03 EMBEDDED ITEMS ~ A. All sleeves, inserts, anchors, and embedded items required for adjoining work or for its support shall be placed prior to placing concrete. ~ B. All embedded items shall be positioned accurately and supported against displacement. ~ C. Voids in sleeves and inserts sha11 be filled temporarily with readily removable material to prevent the entry of concrete into the voids. ~ 3.04 PREPARATION BEFORE PLACING ~ A. Formwork shall be completed and all reinforcement and emhedded items shall be secured in place. ~ B. All snow, ice, and mud shall be removed prior to placing concrete. 49588 ~ 111998 Bonestroo, Rosene, noau~; & asso~ar~, 03300-5 CAST-IId-PLACE CONCRETE i ! C.. ; Do not place concrete on frozen ground. ~ D. Do not place concrete on ground with standing water or when upper 2" of ground is saturated. ~ E. Do not place concrete during rain, sleet, or snow. 3.05 CONCRETE CONVEYING ~ A. Concrete shall be handled from the mixer to the piace of final deposit as rapidly as ~ practical by methods that will prevent segregation or loss of ingredients. 3.06 CONCRETE DEPOSTI'ING ~ A. Deposit concrete continuously or in layers of such thickness that no concrete will be ~ deposited on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. B. Place concrete at such a rate that the concrete which is being integrated with fresh t concrete is still plastic. C. Concrete that has partiaily hardened or has been contaminated by hazdened materials ~ shall not be deposited. D. Remove rejected concrete from the site. ! E. Deposit concrete as neazly as practicable in its final position to avoid segregation due ~ to handling or flowing. F. Free fall of concrete shall not exceed five feet. Use chutes equipped with hopper ~ heads for placing where a drop of more tltan five feet is required. 3.07 PLACING CONCRETE SLABS ~ A. Deposit and consolidate concrete slabs in a continuous operation. ~ B. Consolidate concrete placed in slabs by vibrating bridge screeds, roller pipe screeds or other methods acceptable to the Engineer. Bring slab surfaces to the correct level ~ with a straight edge and then strike off. Use bullfloats or dazbies to smooth the surface, leaving it free from bumps and hollows. C. ' Do not leave screed stakes in concrete. ~ D. Do not sprinkie water on the plastic surface. Do not disturb the slab surfaces prior ~ to start of finishing operations. 49588 0 1998 Ronestroo, Rosene, , nna~lik & n3gociates, Inc. 03300-6 cnsr-m.riace coNCesrs 1 ~ , 3.08 COT.D WEATHER PLACING A. Do not place concrete when the air temperature is less than 40°F without the specific , approval of the Engineer. B. Comply with ACI 306 to protect all concrete work from physical damage and reduced ~ strength caused by frost or low temperatures. C. The temperature of the concrete delivered at the site shall conform to the following ' limitations. Minimum 1 Concrete Air Temperature Temperature ~ 30° to 45°F 60°F 00 to 30°F 65°F ' Below 0°F 70°F D. ff water or aggregate is heated above 100°F, the water shall be combined with the ~ aggregate in the mixer before cement is added. Cement shall not be mixed with water or with mixtures of water and agg:egate having a temperature greater than 100°F. ! E. When the mean daily temperature is less than 40°F, the temperature of the concrete shall be maintained between 50° and 70°F for the required curing period. ' F. Arrangements for heating, covering, insulation, or housing the concrete work shall be made in advance of placement and shall be adequate to maintain the required , temperature without injury due to concentration of heaY. G. Combustion heaters shall not be used during the first 24 hours unless precautions aze ~ taken to prevent exposure of the concrete to exhaust gases. 3.09 HOT WEATHER PLACING ~ A. Comply with ACI 305 when hot weather conditions exist. ~ B. Maintain concrete temperature at time of placement below 90°F. ~ C. When the temperature of the steel is greater than 120°F, steel forms and reinforcement shall be sprayed with water prior to placing concrete. ~ D. Keep all surfaces protected from rapid drying. Provide windbreaks, shading, fog spraying, sprinkling, ponding, or wet covering in advance of placement. 49588 ~ 0 1998 Bonestroo, Rosene, nnderlik & nuooiates, mc. 03300-7 CAST-IN-PLAC& CONCRETE ~ ~ 3.10 CONSOLIDATION ~ A. Consolidate all concrete in accordance with provisions of ACI 309. B. Consolidate each layer of concrete immediately after placing, by use of internal , concrete vibcators. Maintain a frequency of not less than 8,000 vibrations per minute for each internal vibrator. ~ C. Provide adequate number of units and power source at all times. Use a minimum of 2 vibrators for all wotk and maintain spare units to ensure adequacy. , D. Insert the vibrator so as to penetrate the lift immediately below the one being placed. Do not insert the vibrator into lower courses which have begun to set. ~ E. Spacing between insertions of the vibrator shall generally be from 12" to 18" and ~ shall not exceed twice the radius of action as shown in ACI 309 or eighteen (18) inches. F. Do not use vibrators to transport concrete inside the forms. ' G. Vibration shall be adequate and properly carried out to minimize entrapped air and ~ surface voids on formed surfaces. 3.11 CONCRETE SLAB FINISHING ~ A. Fioat Finish: 1. Apply float finish to all slab surfaces. ~ 2. After placing and screeding concrete slabs, do not work the surface until , ready for floating. Begin floating when the surface water has disappeared and when the concrete has stiffened sufficiently to pertnit operation of a power- driven float. ~ 3. Consolidate the surface with power-driven float, or by handfloating if the area is small or inaccessible to power units. ~ 4• Check and level the surface plane to a tolerance not exceeding 1/a-inch in ten ~ (10) feet when tested with a ten-foot straight-edge placed on the surface at not less than two different angles. 5. Immediately after leveling, refloat the surfaces to a smooth, uniform, granular ~ texture. 49588 . ' . ~ ib 1998 Bonestroo, Rosene, Andulik & Associates, Inc. 03300-8 CAST-IN-PLACE CONCRETE ~ L ~ B. Trowel Finish: ~ 1. Apply steel trowel finish to all interior floor slabs and bases. 2. Apply float finish to slabs as described above in Part 3.11.A. 3. After floating, begin the first trowel finish operation using a power-driven ~ ttowel or by hand troweling if the area is small or inaccessible to power units. Begin final troweling when the surface produces a ringing sound as the trowei is moved over the surface. ~ 4. Consolidate the concrete surface by the final hand troweling operation, free from trowel mazks, uniform in texture and appearance, and with a surface 1 plane tolerance not exceeding 1!8 inch in ten feet when tested with a ten foot straight-edge. ~ C. Broom Finish: 1. Apply non-slip broom finish to all exterior sidewalks and aprons. ~ . 2. Apply float finish to slabs as described above in Part 311.A. ~ 3. Immediately after floating, slighdy mughen the concrete surface by brooming in the direction perpendiculaz to the main traffic route. Use a fiber-bristle ~ broom. 3.12 FINISHIIVG FORMED SURFACES 1 A. Smooth Fortn Finish: Provide a smooth formed surface to all formed surfaces. 3mooth formed finish sha11 consist of the following: ~ 1. Construct formwork in accordance with Section 03100. ' 2. Patch all tie holes and defects. 3. Remove all fins, concrete "buttons", and protrusions completely. ~ 3.13 CURING ~ A. Immediately after placement, all concrete shall he daznp cured for a minimum of seven (7) days. ` B. All slabs and bases shall be covered with approved hurlap-polyethylene film and kept in place throughout the curing period. ~ 49588 0 1998 Bonestroo, Rosene, ~ a,naerhk & as~;afts, h,o. 03300-9 CAST•IPl-PLACE CONCRETE r C. Walls and other formed surfaces sha11 be covered with burlap-polyethylene film or ~ sprayed with an approved curing compound. ~ D. All burlap-polyethylene fIlm shall be adequately anchored at the edges to prevent moisture loss. ~ E. Rewet all slab surfaces at least once a day during the curing period. 314 APPLICATION OF CONCRETE SEALER ~ A. Apply floor sealer to concrete aprons, interior floor slabs, and bases. Appiy wa11 ~ sealer to all faces of containment wa11s and curbs. B. Apply two separate coats of chemical floor sealer to new concrete surfaces. Apply ~ seven days after damg curing. All coats shall be poured and brushed on. C. Apply chemical floor sealer at a rate of approximately 200 sq. ft. per gallon and apply ~ in strict accordance with manu#acturers' recommendations as approved by the Engineer. Application rate will vary depending on porosity of the concrete. ~ D. Thorough clean floor before applying sealer. E. Initial application of floor sealer shall be performed in the presence of manufacturer's ~ technical representative. F. Apply two separate coats of wall sealers to concrete surfaces. Spray apply sealer to ~ concrete. Allow 6-8 hours between coats. G. Apply first coat of wall sealer at the rate of 200 sq. ft. per gallon. Apply second coat ~ at the rate of 400 sq. ft. per gallon. H. Surface prepazation and application shal} he in accordance with the manufacturer's ~ recommendations. 3.15 PATCHING ' A. Repair honeycomb and other defecuve azeas, fill surface voids and fill form Ue holes ~ acid similar defects in accordance with Chapter 9 of ACI 301. B. Reinforce or replace deficient work as directed by the Engineer and at no additional ~ cost to the Owner. ~ ~ 49588 O 1998 Bonestroo, Rwene, ~ Andalik & Assaaates, Tnc. 03300-1 0 CAST-IN-PLACE CONCRETE ~ ~ 3.16 CLEANING ~ A. Upon completion of the wa11s and prior to any painting, all exposed or painted concrete surfaces shall be thoroughly cleaned of all concrete spatters, form oil or ~ other foreign material detrimental to appeazance or painting. 3.17 ANCHORING DOWELS ! A. Drill hole in concrete to the size and depth recommended by the adhesive supplier and as approved by the Engineer. ~ B. Clean hole with a nylon brush and use compressed air to blow out hole. ~ C. Fill hole with anchoring adhesive in accordance with manufacturer's recommendations. ~ 3.18 METHOD OF MEASUREMENTBASIS OF PAYMENT , A. All items associated with cast-in-place concrete shall be included in the lump sum bid "Place Concrete Slab and Footings: " ' END OF SECTION ' ' ~ , ' , , 1 49588 ~ m 1998 Bonestroo, Rosene, Mderlik & Assaciates, Iuc. 03300-11 CAST-IN-PLACE CONCRE°fE ~ 12i30i97 16:54 ERGFlN MTCE FRC 4 BONESTR00 636-1311 N0.694 P00?/927 , oaaxscEmxciw zXPLOaaxxarr FISH LAKB ALblS IbTJBCTION FACYLYTY ~ AND 8£RVICB &OAD NBAR RURLEY L7uCS , BAoABT. l4IDiNE3QTA OM PROJECT N4. 7194 ~ ~ . _ . ~ ' CME CON6SiULTAilITS9 INC. MINNEAPOLI$. MINNESOTA , , 12/30/97 16:54 ERGRN MTCE FRC ~&7NESTR00 636-1311 N0.694 P003i017 ~ I I ' I ' i ~ i ' ~ ' ~ ~ i 1 ~ 1 . 1 1 1 G11lIE COwSULTAfliTS, tiNC. GEO'fECHNICAt • MAlER1AL5 • EfWIRONMENTAL ENGINEFRS , MINW-APdL15, MN CRDSBY, Nqd FOiT MCCOY/SPARTA, 1M CHICAGO, IL (618] 55&1859 (218) 5468371 (fi08) 868-2155 (708) 430-1071 ~ IMERPIATIONAl. FALI.S, MN ST. PAUL. MN .IANES1lIlLE. WI LRKE STATION. IN (298) 283-2858 (6121 778-51 1 4 E6081 75E-8050 (219) 983-064G 6lJLLITN. MPi WILLMAR. MM M9HOMUNIE. WI (218) 72E11323 (612] 231-3941 (715) 23548844 , ~ 12,/30!97 16:54 ERGAN MTCE FqC 4 BONESTR00 636-1311 N0.694 P004i917 ~ GME C014lSLJ~"PI~19p~~,1~N~C.s' , 740p4 21 sc Ave. Nai MinneaVO% MN 55449 _ Phone16121559-7859 / Fas(6721559-0720 ' ~ October 3, 1997 , City of Eagan y(, P'ir. Steve Kloiher , Montgomexy Wateol'!, Inc. 505 Highway 159, Sui.te 555 Mix?neapalis:, Minneeota 55941 GME PlojBCt No. 7190 ~ RE: Report of geotechnical exploration for°the praposed Fish Lake Alum Injectzon 5yatem and seiwiee road adjacent to Hurley Lake in Sagan, Minnesota ~ Deaz Mr. &loiberi ~ We are pleaeed to submit our geotechnical engineering report for thie project. z'his report i.s the wvrk pmduct defined in our telefax proposal dated SepCember 2, 1997, conEirmed by your ~ Subcontract.Agz'eemeat fOr Services dated Septemhar 2, 1997. ~ Proiect Istfprmation ~ ~ The City of Eagan propases construction of an alum injection system for the purpose of precipitating and removing phoaphorus ~ from trunk storm sewer flowe Lo Fish Ldke. Iaj9Ctipn of alum ! will accur at the Hurley Lake atorm water lifC station. The i , project will include the cvnstruction of a amall concrete slab ~ and metal utility builr#ing measuring approximately 16 by 20 feet ~ irs plan area, to house a 4,400 gallon chemieal etarage tank and WII,LJAM C. KWASNV, P.E. 7HOMAS PAUL VENEMA, P.E. WILLIAM E. BLPEf+AENCAI. P.E. ~ GREGORY F. REUiER,FE. CHARLES M. ALLGOPO. P.E. MERVYN MINDESS, P.E. MARK D. MIILCa~. P.G. SMIORe J. FORRESf. P.G STEVEN J, i~UFONK, P.E. 6n E4ual OPPoranRy EmP"" , 12i30i97 16:55 ERGflN MTCE FAC 4 BLINESTR00 636-1311 N0.694 P005i9~ F Mr. Steve Kloiber 3 October 3, 1947 GM Prpject No. 7196 a chemical feeder pump_ In addition, a truck turn-around ahd same pavfng will be conetructed at the Hurley Lake lift &Cation, to service the new alum injecCian facila.Cy, 9eogo aE Serviaas As per your requeat. and ouz` praposal, our work acope for this projecC was as fallows, r , 1. Drill three soil boriags Co 15 faat depth, at locations euggested by Mpfltgomery wdtaon ~ a• Perform sorrte routine laboratory teating on selecCed aoil samples obtained fxom the ~ exploratipn, to aasist us in classifying the sails atid characGerizing their phyaical and engineering praperties 3. Prepare a geotechnieal engineering repprt, ~ includitlg logs of the test borfnga, a sketch plan showing the approximate boring ~ locationa, aad our commexits abput the proposed canstruction. Montgomery Watsan selected the number af boribgs atld their ~ locatians; we recartunanded the boring depths. We followed ~ standard soil sampling and soil claseificaCion procedureQ, and performed the field wnrk on 5eptember 19, 1997, ueing ari all- ~ terrain CME-750 drill rig. I ~ I I I ' ~ CMC pppYYITMTi, qC. ~ I ~ 12/30i97 16:55 ERGAN MTCEFAC 3 BCiNESTROD 636-1311 N0.694 P006i017 ~ ~ I Mr. Steve Kloiher 4 October 3, 1997 ~ GMS Project No. 7190 • i Our dri.ll crew shot eur£ace elevaCions at the borings referenced M to a painted mark at the northeast corner af the axiating lift., ~ station. Nte were informed by the City af Eagan Engineering papartment that the elavatian of this benchmark is 834.20 feet, Nal.ional CieodeCia Vax'tical Datum. I Subsurface Condit oas I~ The subsurfaae conditions encountered at our three borings are shown on Che boring logs in the Appendix. The lags also indicate the Unified Soil Classifications.of the sail typea encountered. The soil conditzons have been established at otir specific boring ~ locaCions only. Variations in the aoil stratigraphy probably , occur beCween end aroussd the bnrings, the nsture and extent of . which would not become evident until exposed by conetruction , exCdvation- , Soil ont]itione , Our boring 1 was loeated near the proposed easterly terminus of ' the pavement norCheast af the existing lift station. At this location we penetrated about 6 feet af mixed fill, same of which . ' was lightly compacted and some of mhich appeared to be unaampacted. Selow the fill at boring 1, and occurring at the , , I wreeoesuu.rrc.ire ~ I 12i30i97 16:55 ERGRN MTCE FfaC a BONESTR00 636-1311 N0.694 P007i01 Mr. 5teve Kloiber 5 actober 3, 1997 GME Project No. 7190 grnund aurface'in our other 2 boringa, we found aM to 3)6 Eaot t i thick layer of topsoil, consisting of dark brawn eilty sand and sandy clay with roots and vrganics, and black arganie e2ayey silt. The buried topsoil at boring 1 waa soft, with a penatration N-value of 3, an$ a moiature conteat of 49t. i Selow the topeoil at boring 1, we encountered a stratum of gray i sandy and clayey ailt and gray-brown sandy clqy with,traces of ~ gravel. Thia layer was soft to firm in conaistenCy, with standard penetration N-values of 4 to 5, and natural moisture contents oE about 18%. We believe that this is the uppeT surface ~ of the Dee Maines clayey glacial till farmation. We found similar layers of sandy and clayey eilt below the , topaoil at boxings 2 and 3, with thiclcaeseea of 5 and 3% feet at these locations, respectively. Thia upper Aes Moines soil ~ deposi.t was fiYm, with penetration PI-values of fi to 7, and moieture coatent8 of 14& to 29t. ' The Aes Moines clayey glacial till is underlain by sandy and silty glacial till deposited hy the earlier Superior ice lobe of the Wiacansinan ylaciation. After the Superior glacial till was formed, it was aver-iidden by the later Des Moines ice advance, , and was well consolidated. We found Superior glacial till , I ore eaeau~Tqp*s. wc ~ I ~ ~ 12i30i97 16:55 EHGHN MTCE FFlC 4 BONESTR00 636-1311 N0.694 P008i017 I ~ Mr. Steve ICloiber 6 October 3, 1997 , GME Project Nfl- 7190 deposits below the 7 foot depth in boring 2 and the 4 foot depth ' in boring 3, extending ta the 15 foOt terminatioa depths of the ~ barings. Boring 1 did not exCend deep enough to encoar?ter this foFination. The Superior glacial till depoeiC conaists af ~ irregulaily layered silt, finc to medium aand, clayey eilt, arad silty and clayey eand. This soil type is generally medium denee, i~ an8 is vompetent for foundation supgart. ~ ! ~ Groundwater ondiEions Soringa 1 and 2 extended ta tip.elevatione oE 818.9 aad 818.3 ~ Eeet, and were dry during our relatively shart period of observation. I3ad aur period of observation of these baz'ings been ' lpnger, possibly several days ox weeks, the groundwater level ~ wquld probably have risen to match tba Hurley Lake water level, We encauntered free groundwater at 13 foot depthe while drilla.ng ' boring 3, corxeSponding to elevation 819.7 feet. The water elevatian in Hurley Lake at the tima of our exploration wae 821.8 ( feet. Had the period of abservation of boring 3 bean longer, the 1 , water level would have risen t4 match the lake level- 1 6ME ColYIutTAMYO, IMC. e ~ 12i30i97 16:56 EAGRN MTCE FfaC 4 BONESTR00 636-1311 N0.694 P009i01i 'f I Mr. Steve Klaibez' 7 October 3, 3997 , GME Project No. 7190 I , ~ i ' ~ There are numeraus small lakes and ponds in.the vicinity of this site, having widely different water elevations. For inetance, ' the water elevation in Hurley Lake is 821.8 feet. In Fiah Lake, , about 1,700 feet ta the wset, it ia 837 feat, and iri Laary Lake, , about 1,706 feet to the north, it ie 8e2 feet. Our interpretation of theae data ie that the grouadwater levela in ~ theme ponds and lakes are all perched, retiarded from further downward percolation by low permeability olay or silt seams , within the complex soil profile. The Minneepta River Va11ey eacarpment is about 2 miles west by northwest of thia aite, and ' tha average summer water elevation in the Minnesota River abreaet ~ of this site ie about 695 feet. Even though there will be aeasonal and annual fluctuations o£ the ' groundwater levels at this site, the groundwater level is at sufficient depth that it should not affect the propoaed construction. ! 8aginearina Feviaia aad Recommeadations The engineering recommendations made in this report are hased qn our underscanding of the prejeCt as described in thE sectian titled Project Informatiaa. The recommendations are valid solely ' 6UfE QOMS11LT1N/T6. qC . , ~ 12i30i97 16:56 EAGAN MTCE FAC 4 BONESTR00 636-1311' . .N0,694 P910/917 'f I I Mr. 9teve Rlviber B October 3, 1997 M Project No. 7190 i ] ~ for the project we daBCri.bed. If any changes in the nature, f i ,i design or lacation af the building are made, the opiniane and % ~ recammendatians contained.in this report ehall not be considered valid unlese we raview these changeg and modify or verifyr the recvmmendntiont~ o£ t,}?iW rcpoiL i.u wri4itag. 'l we recommend that obviously arganic topsoil containing roate and organics be stripped and removed fram the propooed alum injecCion I F buildi.ng pad, plus a 3 foot wida perimeter strip. Based on our i single boring in this area, we eeCimate that about a 1% to 2 foat ~ cut would be zequired. I€ fill is neceasary to rQaeh design ~subfloor elevation, we recommend that this be an imported pit run sand. Sand fill shau2d be placed in 8 ta 10 inch loose lifts, t. and compacted to 9~ of the maximum Modified Pructor dry density, , ASTM: D 1557. , ~ The alum injection building could then be aupported either on ~E conventianal perimeter strip foating.£oundatians based at 4 fcsat depth belaw outside ffnished grade, or on a thickened-edge alab ~ faundatiqn. Yf the thickened-edge slah faundation is used, we recommend that the perimeter thickened edges be at least 2 feet thick. We reCOmmend that the footings or thickened edges should !be designed for a net allawable soil beaxing pressure of 2,000 pounds per square foot, This would provide a factor of safety ~ i c~ carew~ions ~wc i ~ ~ ~ . 12/30i97 16:56 EqGRN MTCE FRC j BONESTR00 636-1311 N0.694 P011i9 Mr. Steve Kloiber 9 4ctober 3, 1997 GME Project No. 7190 against sheaz or bearing capacity failure in excess oP 3. Total and differential settlemenCa corresponding to this loading should be less than 1 inch and M inch, respectively. Yf a Chickened- edge clab foundation ayatem ia used,.it aould potentially froat heave 34 to 1 inch. In our opinion, these amounte of faundation movements are within tolerable limits, provided that the alala is adequately reinEorced. , With regaxd to the new pavement, we eetimate mainly light pickup , trucks or van for maintenanee,. infrequent car traffic, and chemical or tanker delivery trueks no more frequently than once per week. To prepare the roadway aad truok turnaxotutd area, we recammend a z foot excavation fram present grade, to expoae firm eubsoil. If safG ppots are detacted during the topsoil etripping, thep shauld be additionally removed. The area shauld then be filled with at least a 1 foot layer of pit run sand, compacted ta 95t a£ the maximum Modified Proctor dxy density. ore ~arw~TUifs, ~we. , ~ - 12130i97 16:57 ERGAN MTCE FRC 4 13ONESTR00 636-1311 N0.694 P012i01? ~ Mr. Steve Rloiber 10 October 3, 1997 ~ GME Project No. 7190 ' For an unpaved roadway at this site, our recommended pavemel7t ~ thickness design, above Che compaated sand subgrade, is: 10 inchPS compacted aggregaCe baee eourse, Mn/?DT Clasa V l00& crushed rock or recycled concrete 2 to 3 inch eurfacing wa.th 134 crushed rock for impraved ~ wearability (aptional). • ~ If tha aeeese road and turnaround are to be bituminous paved, we rgcommend an 8 inch aompacted aggregate base caurse, oovered with ~ 3 inehes of bitumirious pavement, placed in two lW inch layers. I I ~ The earthwork, grading, and site preparaCion should be maai.tored and tested by a Geetechnical Engineer or Engineering Technxcian. ~ We.would be pl.eased to provide these aervices far you. ~ Construotioa Safetv j I ~ Maintenance of safe condfCians during the constructian ig the ~ sole responsibility of the Corttractor. This resgonsibility is not borne in any mannei' by 6NE Consultants, Inc. ~ ~ ' ~6MECOR6Y4~~~1MG , _ 12i30i9? 16:57 ERGAN MTCE FRC 4 13ONESTR00 636-1311 N0.694 P013i0 Mr. steve Klaiber 11 ' October 3, 1997 GME PXOject No. 7190 ~ MAndar of Care n The zecommendations cantained in this report represent our prpfesaional 0 opinions. Tha- soil tesCing and geatechniCal engineering servi.ces performed for this project have beem conducted in a maruler consiatent aith that level o£okill and care ordinarily exarcisad hy other members of the profeasion aurrentZy practi.Cing in this area; under ai'milar budgetary and time oonstraints. No othar warranty, express ar implied, ie made_ A Sinaerely. GME CaNSULTANT5, It+iC. Is4 ~ Prepared by: Me Mi ese, P.L. Princ al otLec ical Engineer ~f ~ Reviemed by: (iregary . ReuCer, P.E. Senior PrOjeck Engineer Enclosures: Soil Soring LoCatian Diagram ' Boring Lags l, 2 and 3 ASFE Notes Regaxding Geotechnical Engineering Reparts General Notes Unified Soil ClassiPication System Special Notee Regarding @lacement of Campacted Fill 3oi1e I horoby certify thet this plan, spacifiC84ian, or report was prspsre8 by me or under my direat supervision and that I am a duly Registered Professional Engineer under the laws of t tate af Min a c ervyn indess Date 9 Reg. No. 8435 NQI : GRR : j o C%\mm\7190.dtr 6NECpYWLrMT9,IMC. f 12i30/97 16:57 ERGRN MTCE FRC 4 BONESTR00 636-1311 N0.694 P014i617 ~ , . ~ PROPOSED PAVEW-NT ~ 6-1 ~ xN .0 ~ TO DENMARK COURT CuL-0E-SAC ~ EXISTIN6 ACCE5S ROAD M. wj • 41' ~ g-8p EXISTING LIFT STATION , i ~ ~ PROPOSER ALUM / OJJECTION 9UY.OING 5-3 ~ TOL~REL.EY BENCHMARK: PAINTEO MARK ON N.E. CDRNER ~ ~ OF EXISTiNG LIFT STATION. ELEVATION d 834.2' NATIOfJAI GEDDE7IC VERTCAL DA7UM I~OC~ ATE FEET Zp. ~ GME CONSIJLTANTS. INC. ML ~ LOCA7M DPOM c~.w.c}rsd . r7o~..ide . r~vimee.md FIShi l.iUCE I1LUM fLECT10N SYSTEht ~ Mooo Mrr awme hL EAGML hP6E50TA 1'~ MM"wa 554~47 IN9 65?-IB89 V.L hM $FT 97 GrE Pro,pcT No. 7190 1 ~ 12r36i97 16:58 ERGRN MTCE FRC 4 H[]NESTR00 636-1311 -140.694 P015i91l ~ LOG OF BORIMG B- 1 aROJEC7 SITE uY By LaKe, . D 1f11 B7 bf8 f81 Fish Lake Alum Injec2ion Sys[em Eagan, Minnesota ~ CUENT ty a ag8n a.itCNITECT-ENdiNEER ~ c1o Mon[gomery Wacsnn Montgomery Wacson w ap Ilset _.p._. 7 ? L ' ~i m Z DESCRIPTION OF MATERIAL 3 14A7ER J ~ f7 ~ CONTENT °b W Y W w V F- N = a~ w a Q~ 7 STANOAROPENETRATpNl9LOWSIR00T1 ~ W 4 2 a ~ SUAFqCE ELEVATroN W N > O ln 4~ N 833.9 N 6 2 10 =0 30 Ap yp Dark hrown and brown SANOY SILT, trace ' iss roocs - 5oft - 1MU tTop5Dil1 (Flll) a~ ~ ~ ' 2.0 ` 9rpwn SANDY CLAY WITH SILT, traca , 255 9ravel, roOtS • stiff to Tirm - (CL) (FILL) 11 355 5 r I' ~ ~ ~ Dark 6rown io black CLAYEY 51L7, trace, ~ ass roots, organics - soft - tMli (6uried ' 4 ~ Topsoip 5 ~ 9_5 555 Gray SANpY AND CLAYEY SILT, trace 4 is ~ gravel - saft - (ML-CL) ~ 12.0 ; Gray 6rown 5ANDY CLAY, trace gravel • . tirm - (CL) ~ ~ ~J I I 1 6551 i ~ 5 ~ a ~ End of boring at 15 feet I HoUow stem anger usad full depth ' ~ Borehple haCkfilled wilh cuttings ~ I , ~ WATER LEVEI OBSERVATIONS 80R1NG STAHTEP 9I97 ' RMtL. Groundwater not encountered GME CONSULTANiS, IkC, gaqI~ ConnPt.E7EO 9/19/97 while driilin or afcer aIc mu~~~n 1A000 YL1 Anrw1o Norih CMEJ5D KJS d(1{lI1~ ' Mmv~nv~n.Minnwv65au 1e121e51-ia5e OriawN TLW aPPi0VE0 MM ~ JDB r 7190 SMEET 1-pf 1 gofi~ caved at 7.9 feet after au B~ 7ne snat~f~catan r~es represenc approx~mace eoundaries ' ~emova! 6etwecn Spil iypes; insitu the tronsieion may 6e gradual. , ' - 12i30i97 16:58 ERGRN MTCE FAC 4 &]NESTR00 636-1311 N0.694 P016i01? ' LUfi OF BORINCi G- [ ~Rp,~@CT . SiTE UFCY 8 8, .O Im Bt pfE f8i Fish lake Alum Injeciion 5ystem Eagan, Minnesota ~ CU£NT ity o agan ARCNiTECT•ENGiNEER a/o Mo~tgomery Watson Montgomery Watsan h aP l16fl . W ~ LL ~ z---D--- s e PESCRIPT{9N OF MATERIAL 3 WATER M ~ u~i a N Q CONTENT % a z w z W ~ ~ ~1p ~mu --•s•-• 0. F ~ < STANDARO PENETRATION 18LOWS/fOOTf W a°z Q F 5URFACE ELEVATI9N ~ y W] A N Q ~ N 833.3 N C Z ic 70 30 40 60 Dark brown tine to medium SIITY SAND, ' iss «ace roois, organies, gravel • loose - rnast - (SM) (Topsoill z.a ' ~ GfOy brOwn and GroWn $ANDY CI.AYEY ' SILT, trece gravel - firm - (ML) ' 25S e ~ i0 ~ ' ~ 35S a 7d55 ' , Gray brown SILT WlTH SANO - laose - (ML) ~ ~ ~ ~ 8-0 ' erown fine to medium SAND, trace silt • ; 55S medium dense • moist • (SP) 10 , I ~ ~ 13.01 Light brown st/atified SkLT AND CLAYEY , ' 6SS SILT • firm - moist • (ML, CL) 7 0 . 24 I ~.Y 15.0 ; End of honng at 15 feec ~ i Holiaw stem auger used full dapth 8nrehole backfilled with cuttings , I t ~ WA7ER IEVEL O95EHVA1'IONS BORING 5TAh7E0 1$197 W.L. Graundwaterornother aencoumered EwoMlfiE 0d] CONSULTANTS, ING. gpqipG COMPIETEO 9/19/97 G.e~.~hnc.I ?w~w A4~s.u~ E NarU n.wnmentJ RIG CME-75 pfilLlER KJrj W.L whife dril 140b[ ~ W.L. drjlllfl Minnnp. G.MAwei~55u) ORwWN TLN/ nPPROVEp MM 16121699•1059 JOB f ] 18O SHEET I Of I ' Barin COVed at 8.9 fe9t 3ftef au Br The snatificacinn fines represent avareKimate DourMeries ~ removal hQ[wB2n SOiI typCS; in5iCU Ihfl 1r2n5i[iOn r118y b6 g10du01. ' .12i30i97 16:58 ERGRN MTCE FAC 4 BONESTR00`636-1311 . N0.694 P017/01'1 ~ LOG OF BORING B• 3 PpOJELT SITB ur ya e, L. o im er ore rai Fish Lake Alum Injection System Eagan, Minnesuta GLiE1+tT aV o agan ARCNITEGT-ENGINEER c/o Montgomery Wa2scn Monigomery Watson W Oo tts 1 ~ 7 3 • 6 L.i m z DESGRIPTIpN OF MATERIAI, 3 WAT£R J W ~ y x W ~ CDNTENT 9F LL za ~y ~ r-N - y ~ Q Q 1- ~ 97ANpARD PENET,IqIATION IBLDWSOFOOTI ' A. 1 0 d ~ SUFFACE ELEVATION y' ~w 832.7 u°'i ¢ z 'c za ao ao w tss 0•`' partc brnwn SILTY CLAY WITH SAND, + ' i traee roots, organics - ICLI (Topsoll) ~e ~ • 6rown CIAVEY SILT WITH $AND, trace 2.0 roois - firm - (MU Lignt brown and brown mottled 51LT, ` 255 trace roots - firm •(ML) 7 p 2 4.01 ~ 6rown to retl brown Fine ta metlium 5471' ~ 355 AND CLAYfY SANp, trace gravel - 10 O medium dense • maist - (SM) 501 ~ aSS (Nit cobbfe) 0.2 ' i 555 io s p , i 1 13.0 6rown fine SILTY $AND • medium dense - 6SS wet - 1SM? 13 ~ ~ 55.0 , I End of boring at 15 feet I Ftollaw stem auger used full depth ~ eorehole backfiiled with cuttings ' WATERLEVElO85ERVATION5 80AInGS7wqTEA 9~79/87 ' W, W~l. L. . 2 feet whiie driNin ~ GM£ CONSULTANTS.INC. BOAwc conePLETEO 9I79I97 O~ONehnp~l Mper~s Enwrenmmn , , 73 feet afser au e/ {QTQval FOG (~•ME-750 DpILLER KJS I~Q~j1~{AynytNO/~F Mnxr~pw~,M.nneaon55447 ORAWN TLW AP(flOVED MM - IB1i155t.185g lOBR 7190 SHEET } pf 1 Borin'caved at 6.1 fee[ after au er remOval The stratification lines represern apprax;mate boundaries ' 6e[ween soil types; insim the transrtion may he gradual. ' , , CTI'Y OF EAGAN y CONTRACTFOR ' city oF eagan FISH LAKE ALUM IN7ECTION SYSTEM ' For valuable consideration as set forth below, tYus contract dated the _th day of , 199_ is made and signed by the City of Eagan (hereinafter "City") and , (hereinafter "Contractor"). 1. CONTRACT DOCUMENTS ' The Contractor hereby promises and agrees to perform and comply with all the provisions of this Contract and specifications, all of which are incorporated hereby by this reference. This ~ Contract sha11 compromise the total agreement of the parties hereto. Nor oral order, objecUon or claim by any party to the other shall affect or modify any of the terms or obligations contained in this Contract. ' 2. THE WORK ' The work to be performed by Contractor under this Contract (hereinafter the "Work"), is de£ined in Exhibit A(request for proposal). Any modifications to the work defined in Exhibit A will be made in writing. ' 3. CONTRACT PRICE ' The City agrees to pay the Contractor dollars payable in accordance with the payment terms of the City of Eagan instruction to Bidders. , Contractor will be chazged liquidated damages assessed in the amount of $ 200.000 per day for every calendar day that the contract remains uncompleted beyond the 30th day of May, 1998 (hereinafter "Completion Date"). I 4. COMPLETION DATB , Contractor shall complete his performance under this Contract by the 30tb daty of May, 1998 (hereinafter "Completion Date"). , 5. INSURANCE/BOND Before beginning actual work under this Contract, the Contractor shall submit to the City and ' obtain the City's approval of a certificate of insurance on Standard Form C.I.C.C. -701 or ACORD 25 forms, showing the following insurance coverage and listing the City as a loss payee under the policies: ' a. General Contractor Liability: $ 1,000,000.00 1 ' ' b. Automobile Liability for All Automobiles: $ 1,000,000.00 , a Workman's Compensation: Statutory Amounts This certificate must provide for the above coverages to be in effect from the date of the ' Contract unti130 days after the Completion Date and must provide the insurance coverage will not be cancelled by the insurance company without 30 days written notice to the City of intent to cancel. The certificate must further provide that the contractor's insurance coverage ' is primary coverage notwithstanding any insurance coverage carried by the City that may apply to insjury or damage relating to the maintenance or repair of the City's streets or right- , of-ways by either the City or any employee, agent, independent contractor or any other person or entity retained by the City to perform the services described herein. This certificate must further provide that the Contractor's insurance coverage is primary coverage ' notwithstanding any insurance coverage carried by the City that may apply to injury or damage relating to the maintenance or repair of the City's streets or right-of-ways by either the City or any employee, agent, independent contractor, or any other person or entity ' retained by the City to perform the services described herein. The Contractor shall furnish Performance and Materials / Labor Bonds, each in an amount at , least equal to the Contract Price as secucity for the faithful performance and payment of all Contractor's obligations under the Contract Documents. These Bonds shall remain in effect at least two years after the date of final payment, except as otherwise provided by law. All , Bonds shall be in the forrns prescribed by the Contract Documents and be executed by such Sureties as (A) aze licensed to conduct business in the State of Minnesota, and (B) aze named in the current list of "Companies Holding certificates of Authority as Acceptable Sureties on , Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the audit Staff Bureau of Accounts, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of the authority to act. , If the Surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent ox its right to do bixsiness is temunated in the StaCe of Minnesota or it ceases to meet the ' requirement of clauses (A) or (B) in the previous paragraph, Contractor shall within five days thereafter substitute another Bond and Surety, both of which shall be acceptable to City. All bonds and insurance aze subject to the review and approval of the City of Eagan's Attorney. ' 6. LAWS, REGULATIONS, AND SAFETY ' The Contractor shall give all notices and comply with all laws, ordinances, rules, and regulations applicable to performance under this Contract. ' 7. INDEMNIFICATION The Contractor agrees to indemnify, defend and hold the City harmless from any damages, , including costs and attorney's fees, from any claims, demands, actions or causes of action arising out of any act or omission on the part of the vendor or its agents, servants o: employees in the performance of or with relation to any of the work or services performed or , furnished by the contractor under this Contract. ' ' , 8. ASSIGNMENT ' The Contractor shall not assign or transfer, whether by an assignment or notation or otherwise, any of its rights, duties, benefits, obligations, liabilities or responsibilities without prior written consent of the City. ' 9. NOTICE ' The address and telephone number of the Contractor for purposes of giving notices and any other purpose under this contract shall be , The address and telephone number of the City Y'or purposes of giving notices and any other purpose under this contract shall be 3501 Coachman Point, Eagan, MN, 55122. The phone , number is (12) 681-4300. The contact person for the City of Eagan shali be Rich Brasch. IN WTTNESS WHF.REOF, the parties to this Contract have hereunto set their hands and seals as ' of the day and yeaz first above written. CITY OF EAGAN ' BY , ater esources oar mator CONTRACTOR ' I BY Its Representative ' , ' , 1 ' , ' ' STATE OF MINNESOTA ) ) ss. , COUNTY OF HENNEPIN ) , The foregoing was acknowledged before me this day of , 199_, by Rich Brasch, Water Resource Coordinator for the City of Eagan, a Minnesota municipal corporation, on behalf of said municipal corporation. , , Notary Public 1 ' STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) ' The foregoing was acknowledged before me this day of , 199_, by of , ' on behalf of ' ' Notary Public , ' ' ' ' 1 , 1 ~ ' GENERAL NOTES 7. BUILDING, TANN AND EQl11PMEM TO BE FURNISHED ~ WOODS ~ AND INSTAU.EO UNDER SEPPRATE COMRACi. ~ 2. CAOROINAIE UIMENSIONS /,NO FOUNOAl10N WfM ~ m 16 HO WORK OE F OiHERS. COSSiRU AN "N 3. RENOVE E%ISTNC SOIL WIiHIN BUILDINC FOOTPRPIf. p ~ PLACE AGGREGA7E FlLL M1D CAMPACI TO 100% 832 STD. PROCTOR DENSRY. E__E-E-E-E- E-E- STRUCTURAL NOTES 031 DESIGN 10AD5 _ - - LIVE M^~ ~ . FlAO~R 5 700 PSF + EQUIPYEM/TM'K NH 101 ~0 COMROL PrWEI ? \ \ 2. ROOF LOA05 ? \ ~ 829 SNOY! W PSF N DEAO LOAO 20 PSF 028 3. SOIL 6EP121NC PRESSURE 2000 PSF ~ IX141NG 18' O.IP. FORCE WVN 8~7 VATERUL 928 1. CONCREiE 4,000 P51 RT 28 OAYS ' 4'-0' % 4'-0" ~ I' MGD MVµIZED CONC. MRO POWER CONWR 2. REINFORCEAIEM 9AR5 ASIM A615. GRPDE 60 K ? 1' fiGlD G<LVPNIZFD ~S NEW ALUM. LOMROL CONWR i'uEcnoN ` e25 CONSTRUCTION NOTES g~g 4' SCH. 00 BUILpING ~p \ « WC PIPE ~ E%ISIINC CONCREfE IIFf SrA170N 1. lFP SPLIL6. 8V ENO HOOKS NIU PNCHOR EMBEOAIENf r P~ M. 14 SVMLL BE AS SHOWN 60.0W UNLE55 NOlEO: ~ 524 REWf. UP SPl1CE 9Q END H001C PNCNOR BAR SRE IN. (IN.) EIABm. (IN,) ? ~ 4 25 B 6 ~ m~' 31 10 ] § ~ tl I ~ 2. REINfORCINC BARS SW41 HAVE TNE i'OLLOWING CONCREIE g FT SA r4a ` Y \ COVER UNlE55 NOIED: 632 A fANCRETE fAST AG4INST FARiH S" ~ B. Rl1 OIHER CONCREIE ? 3. CONCREfE SHPL. BE PIACED WRViOUT CONSTRUC710N JOINIS - ~j EY IXCEPr WHERE SPEGIFlCALLY SHOWN ON THE DINYANGS OR HURL ~ ns %arrzrnreo er n+e wciNEr.rt. ~~~o IAKE 4. BEVF1 ALL E%POSED CARNEfiS Of CONCREfE 3/4'. _s ~ a o VERIFY SIZE AND LOCNPON OF PLL EWIPMEM &SES. N SITE PLAN S. SIIPPOFtf REINFORCING FOR SlABS ON GRPDE pp ~ 0 0 16 32 PER OEfAR e/51. , b m L~ ~ Swb in feel e1 r ~ ~ C m 1 TOOL JOIHT k CAULK W 1/2. CONC. PAO VLRIFl' VE41FY SIZE pNCHOR BOLTS SLOPE AWAY 2-14 PER EOUIP. SIIPPIJER FROA1 BUIIDINC CHAI.IFER EDGE 4' VERIiY 4" Q P AT 1I4'IFT.~ fANC. SIAB gAR SUPPORiS ~ ROUGHER CR~ MIN. MIN_ w O Z O nes o ~ N O z . . 6 M4%. SP0. ~ ZW aFEe r c o u a n c h o • ~ W p Z 2 a AGG. FlLL IXiET10 PfRIMtTER INSUL & 4 n~ ~ O , 2 FEtT OEYONU MRON . _ . CANC. WPLL . Z ~ ~ OpWEL % 41-0' ~ LONG O 12' O.C. \ PREG457 CONC. BLOCK a~ 6 ' 6" CONC. MRON . CONC. SVB W ~ WfIH O 12' E.W. Gppgp~ g~E /4 O 1Y OOWEIS ~ ~ N 4J ' n APRON DETAIL e REINFORCING SUPPORT DETAIL c PAD DETAIL o BASE DETAIL ~ S p 1 2 NO SGLE Sl NO SCNE Sl ryp Sreic ~ Scale in feM , J~ G 1 ~._a. ' e• e is-a 8. 4_B• zo'-o' 4'-0' % 4'-0' X 6" CONCREfE MRON. SEE DEfNL A/51 Y b b / m ---_____-__l ' I FflU~MEM H45E ~ O . ~ 2'-0' FDO7ING, TYP. f5 7R' SEE SECTqN C/St 4'-0" HIGH ~ ry/ 2_15 9YP CONTAINMEM ~ WALL ( p a 1 ~ 1 m I I SIEEVE i0P I e ~ POWQi CONOUR ~ SIEEVE fOR ~ a ~ CANfkOL CONDUR g RQ I FOR 11 REAIQJE IXISIING 50& ~ ~ ~%1~ i'-2' ~ I AWk. IJNE 'm PLhCE roEG6~FlLL COMPACT o in o SfO. PROCfOR OENSIfY ~ A p 3~ 12 a s o ~ ' CONC. CURB /5 O 12' 2" EM. POLYSIYRENE , TYP MSIRAl10N yp EOUIPMENT PPD SEE DETNL C/Ste ~ 1 ~ I 1 13'-4' B~ 3'-6' ~._o. s' /FOUNDATION PLAN I N 0 1 2 NOTE: / - Scab in feM ' 1. VERIiY SIZE AND LOGTON OF EQUIPMEM /PLAN M10 TANK B15E5. N 0 1 2 ' OF FL 838.W Q Z Z p e tz' ia e tz. O W5 25 2_" Z w 5 ~ PPD A4 O 12" Z ys fANG TaP oF CuM _ + p WS EL eiS.00 c µ5 ~ ` ~ W is ' TOP OF SUB TOP Oi SIAB .ro El. 834.00 Q El. 034.00 m V /4 O 12' w Q ~ ~ .y ' ~ ,2 p ~ ~5 O 1Y {5 O 12' Q , ~-COAIPACIm - 1YP A(,GREG7E o i o O f fR1 Y ~ i Y N ~ 2' IXf. Pd.Y. •~r ' TOP OF RG INSUUTON Tpp pF M. EL 829.37 `o ~ 'o El. 820A3 1 CONC. FfG W/ SECTION aet ' 20 0~ Scak h f S2 2 City of Eaan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink L For Office Use n Permit #: I k 1 I O 1 Permit Fee: 140 Uo Date Received: U01 1111'5 Staff: 2013 RESIDENTIAL PLUMBING PERMIT APPLICATION fl l kefrA Date: -D \ t \ T j j Site Address: i ` ¶ t h b ham-- ant, (YAKs-5-/- Tenant: 7 Tenant: Resident/Owner ID(t Name: LAMA ( ' Address / City / Zip: 1 ► t y-9`� 4' h)V Name: 4 C—` lVLIt li ,f€.f `LLLicense #: Address: State: Suite #: Phone: l J I I Ck3 2-' 5-75,t0 t\i t Zip: 5 Phone: 115 3cr1 f31.0(el Contact % Jit Y.> )e1Email: tiA -"l hl 5jl iA bbett tri! New replacement _ Repair _-Rebuild. _ Modify Space ._Work in R.O.W. t ,hfDescription of work: 1S --L 1.. t tt RESIDENTIAL Water Heater Lawn Irrigation (__ RPZ / PVB) Septic System New Abandonment hor RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $ Uk) Water Softener Add Plumbing Fixtures ( Main / Lower Level) _ Water Turnaround CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecali.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit that the work will be in accordance with the approved plan in the case of work which requires a review and. approval la x) Y\ Applicant's Printed Name x Appticailt's ig natu re FOR OFFICE USE Reviewed By: Required Inspections: _Under Ground ` Rough -In Air Test Gas Test Final Date: