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3165 Lexington AveReceipt PLUMBING PERMITc /- ` Pe "rmit No. ? CITY OF EAGAN - Fee Fill in numbered spaces S/C Type or Print /egib/y Tot. 1. Date k4` 2. installation Cost ? 3. Job Address "" LotBlk. Tract - 4. Owner ;i1l' t ,, L < < .,r 5. Contractor Phone ?! l- - 6. Address ? / , - - 7. City State Zip `?'?• ` 8. Building Type: Residential ? Commercial ? Institutional ? 9. Work Description: New ? Add ? Alter Repair ? ? 10. Describe 111. No, Fixtures Water Closet No. Fixtures Cesspool/Drainfield Bath tubs $eptic Tank _ Lavatory Softner Shower i Well _ Kitchen Sink Urinal/Bidet Other _ Laundry Tray .r• ,. ?, Floor Drains ? Drinking Ftn. Slop Sink Gas Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed: ` for Roygh F( / InspeMions: Date SInsp./97 Dete nsp. ?_ This is your permit when numbered and approved. Approved _ CITY OF EAGAN 454-8100 ?i INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: II 3830 Pilot Knob Road Permit Number. '?+•' i I Eagan, Minnesota 55123 Date Issued: (612) 681-4675 I SITE ADDRESS: APPLICANT: . ! ..i ? rl?? ? •?a! :,',_, .. , . ., . .. iih!. 1 i?u? ? ? ?i:l j '•I ? f iupo l?ih i?.?,?) rl''rS ?.Ul'?j ' PERMIT SUBTYPE: , I ' „ TYPE OF WORK: ,1 rpkn7 toN ;tsni s, MnI t ?rMrI r.? INSPECTION ?;, . 1 11'; . ., . , , , .. ita!?1 1 f trt! I ?iI,. IFt1 MARK'..ir .')I t/11?A11 1•I 1., 191 1 •1 Rl:t I+i Ulifi•:f h I iI f' 11N1' ! I IIMHINt; r11: 1 111 tkf('A1 t141h1. Permit No. Permlt Holder Dete Telephone S S/W PLUMBING HVAC ELECTRIC ELECTRIC Inspeedon Date Insp. Commsnta Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Flreplace Final Htg. Orsat Test Final Pibg. Plbg. Inspector- Notify Plumber Const. Meter Engr./Plan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. J INSPECTION RECORD I CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Perrnit Number: Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: I I. ?' .1i ! I ??IJ I ?5 . ( :, ! .' ? ?1"?, 41'+'•`? I PERMIT SUBTYPE: TYPE OF WORK: ,, „ , ,.„ ? A1'lFkA I 1ON (t+ciiF: Mfi1{ IJ Nlif() INSPECTION ., . D. ivt," rInil 1 141, 1 FPI?'?? Il If?. t Ifdlt! II1:, I I f?l:! I!2t MANk .`; : 1, F 1'f11rA l1 I f FM t 1*, plrl 141 i)U ( fri u I u1, r1W`: VI (tpN I Mei iib' t 1 f+ 1k 1 t.AI WURK. Permit No. Parmit Holder Date Telephone k SNV PLUMBING HVAC EIECTRIC ELECTRIC Inspection Date Insp. Commants Footings 1 FOUndation Framing floofing Rough Plbg. Rough Hig. Isul. Freplace Final Hig. Oreat Test Fnal Plbg. Plbg. InSpector - NOtify Plumber Const. Meter Engr./Plan &dg. Final N? ?•F 7 ? Deck Ftg. Deck Finel well Pr. Disp. CITY OF EAGAN Remarks °-`-`- ?? ' •" ? 7 --`'?4 ?' ' - Additio/n Section 10 Lot Rlk Parcel 10 01000 010 06 Owner(?+-? , Street ?`/zn-b? State EAC?11? hN $5121 TAY f-Yt%; i.? -e" .f/G t ?O_X nc7?7?i1 /JL ' t - Improvement Date Amount Annual Years Payment Receipt Date SrReersuRF, 1974 49915.60 ' Paid STREET RESTOR. GRADING San Sew Trunk 1970 8096.22 . 25 Paid SAN SEW TRUNK ? 1970 1579.50 63.18 25 Paid SEWERLATERAL 1974 14974.68 P31d WATERMAIN WATERLATERAL 1974 11587.55 Pdld WATER AREA 1974 15362.85 Pdld STORM SEW TRK 1974 61435.28 Paid STORM SEW LAT CURB & GUTTER SIDEWALK . STREET LIGHT WATER CONN. -90-74 BUILDING PER. sac 6750.00 366 6-6-75 PARK ? ?43,'3G0 -?' / 4 -40 /04/ - /??#/0053 °1'/°??/ ?? /OD S3 a.? ?0?7?? -3++79 *Pll L/ _ il.t 00, VILLAfsE OF EAGAN 3795 Piloe Knob Road Eagan, MN 55122 Zoning: Owner: Address: Site Address: - Plumber: --'=? 0. LfzJ.lk4 v? -',Vpi .. £ra?tan 3} 1121 1 agree to eomply with the Village of Eogan Connection Charge Ordinances. Account Deposit: Permit Fee: - ' Surcharge: gy: Misa Chazges: = Date of Insp.: Total: Insp.: Date Paid; /D O1000 D/D O (e SEWER SERVICE PERMIT PERMIT NO.: DATE: No. of Units: EAGAN TOWNSHIP BUILDING PERMIT .?,,?y?J Owner ...... -?-?..???1[...--... `. `--?__••-`-- Address (preseni) ..?,?.?-s??_....?.? .?............... Builder - ------ ..... ----- .---------------------------------------------------------------- --• Addresa ......... ?..................................................... ------...--------°-- ...----- DESCRIPTION N° 1216 Eagan Township Town Hall Date / -•.-••---°-°--- 5tories To Be Used For Fron2 Depih Heigh! EsS. Cos! Permi! Fee Remarks /57- i / d ?? l ?• !'J LOCATION sxrees, xoaa or o:ner liescriP:ion ox i.ocaxion i i,oi i niocx I AQC1IlOil OI 1IflC2 This permit does not auihorize the use of stxeets, roads, alleps or sidewalks no: does it give the owaer o: his agent the righ3 !o create any siYuaiion which is a nuisance or which presents a hazard fo the healih, safety, convenienee and general welfare !o anyone in the communiYy. THIS PERMIT MUST BF,LKEP?T ON, THE PREMISE WHILE THE WORK IS IN PROGAESS. ?g .., This is So ceriify, 3ha!•-----.............. has permission to ereci a ........ .... ........ --------- -- ......................... upon the sbove described p:emise subjeci !o the provisions ot the Building Osdinance for Eagan Township adopted April 11, 1955. •--•-°-°----...---°-- . 44?u••--• ? ---°---°--...._. Per ............ .....---? . ............ Chairman of Tnwn Baard 8uilding Inspector G • /? EAGAN TOVW'N S H I P BUILDING PERMIT -)wner •--=.l.._`---. 6.-=--,---/ip------ ?\ ----------------- .'-?ddress (presen!) ...1/.....f`.!'...'."R `? ' ...... ------ 7 .......... ..................... Bvilder ................................................. ............_._.....-----°------°-°---° tlddrass N° Esgan Township Town Hatl ? 2934 ................ Dete - 7 ? ---------------------- ?Eo:ies To Be Used Fo: ? ?`.?.k? ? ? " Fron! Depth Heigh! Est. Cos! ' f ov rn? Permi! Fee ? ' Aemarks ? o ? , y,?„ ? t ? l LOCATION or 6-1 n-4-? lj-e'""? / D DC. 1 /D a/o0o b/D O This pezmit does not auihoriae fh"§e_ of streels, roads, alleys or sidewalks nor does it give the owaer or his agen! the righi3o create anp silualion which-3s a auisance or which presents a hazard !o the healih, safety, convenienee and general welfare !o aayone ia the communily. THIS FERMIT MUST BE KEPT ON THE PREMISE WHILE THE WORK IS IN PROGRESS. , - • ` ..5, •----.?-?-?•--••••--..hespermi . ssioa !o erec3 a. '__....._ This is !o cerhfy, that_?:-°••••-------------•-? °?- • ,0`1........................................ • -..__upon the above described premise subjec! !o the provisions of the Sutlding Ordinance for Eagan Township adoplad Apri! 11, 1955. ? • ?_ ?-?-(?t ............. -- ••••-••--•-•-••-• ............. • -_• -r._ .....---- , Per ..... .......-•--••••--.......••••-----.........-••••••-...._._..._._.......-•-••.._.............._... Chairman of Tnw Board ? ?? Buflding InapecYo: 23 /r.?_ 3 °= ( EAGABeI TOWNSHIP BUILDIlVG PERMIT ownez ---° ----° LLC?_----'.-l+SX---- ?ed - • --- - D -- Address (presenf) ._.?.? ... .--_ .......................... -- --- Builder .....:..,,??..: Address ---........... -........... ............ ° --- DESCRIPTION N° 1405 Eagan Township Town Hall nate ..????..6------------------------ Siories To Be Used For Front Depih Heigh! Esi. Cosf Permif Fee Remarks LOCATION Sireei, Road or olher Descripfion of Locaiion I Lo! Rlock ' Addifion or T:acY Deslr2?led D/D D(o /0 D/DDd O/D D This permit does aoi /a-unhorize the use of s3reets, xoads, alleys or sidewalks nor does ii give the owner or his agent the righi !o create any siluation which is a nuisance or which presen3s e hazard fo the healih, safefy, convenience and general welfare !o anyone in the communiYy. THIS PERMIT MUST BEEPT O?N TpH?E ?PR?EMISE WHILE THE WOAK IS IN PROGRESS. This is to ceriify. Yhat--- -_------sl__ ................•---.has permission So erect a.._••-------- . ........---...-----•••----.upon !he abone described pzemise subjec! !o the provisions of the Suilding Ordiaance for Eagfn To ship adop2ed Apri] 11, 1955. n .................... .... .?_.._..._?u__^.......... ,`.-'•'-------- '....................... -• -. Fer -- -- -----......--w-----._? ?il..-----?--?--•'°'`-'--?---"•`--`---?---°-?-•-•-•---------- Chairman of Tnwn 8oard ` Building Inspec3or 4?? ? Metropolitan Council ? Enrrironmental Services January 9, 2009 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: I L ?7 L_ ? ? JAN 1 u 2009 The Metropolitan Council Environmentai Services (MCES) Division has determined SAC for the US Postal ."7GrV1C2, uCi(iiiiGn tC vv lGC.°..:c'.L?. 3t 3165 T exi7gten avenue S. within the City of F;atan. This project should be charged 91 SAC Units, as determined below. Charges: Office 17,031 sq. ft. @ 2400 sq. ft./SAC Unit Meeting Room 2308 sq. ft. @ 1650 sq. ft:/SAC Unit Warehouse/Storage 546,293 sq. fi. @ 7000 sq, ft./SAC Unit Drivers 104 drivers @ 28 drivers/SAC Unit Shower 1 shower @ 1 showedSAC Unit SAC Units 7.10 1.40 78.04 3.71 1.00 Total Charge: 91.25 or 91 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. Please keep in mind that on January 1, 2010 our SAC credit rules wiii change. Visit tne SAi: secAion o1-11?e Council website to learn more. [f you have any questions, call me at 651-602-1118. Sincere y, " YGb'1 ? K on Cappae SAC Technician Environmental Services Division KC:kb:090109A5 ` Determination expiration: January 9, 201,1 cc: J. Nye, MCES Peggy Fleck, Eagan Brian Fuller, Jacobs Engineering (email) Joseph Cherrier, USPS (email) wwv.mefrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 •(651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Eqi.ia! Opportuni[y Emplayer Cit of Eapn WETLAND PROTECTION AND 1VIANAGEMENT PLAN Mike Maguire NOTICE OF DECISION MAYOR Name of Applicant: USPS Faciliries Project Name: Bulk Mail Center Paul Bakken Application Number: 07112505 Peggy Carlson Type of Application (check one): ? Exemption Decision Cyndee Fields ? No Loss Decision Meg Tilley ? Replacement Plan Decision COUNCIL MEMBERS - 7 ganking Plan Decision Z Wetland Type,Boundary Decision Thomas Hedges Date ofDecision: November 28, 2007 CITY ADMINISTRATOR Check One: Z Approved ? Approved with conditions (see note on paDe 2 reearding use of wetland banking credits) ? Denied Sununary of Project/Decision: Apuroval of wedand cfelinearion and assessment repoR (URS Corooration) for wetlands located on approximatelv 96-acre USPS Bulk Mail Center located at 3165 South LexinQton Avenue, Eagan, Minnesota. There ace no proposed wetland impacts. MUNIqPAL CENTER - 3830 Pilot Knob Road P?suant to Vfinn. R. 8420.0200, the Ea-an City Council on November 8, 2001 delegated decision authority for exemption, no-loss, and wetland type and boundary deternvnations to the W ater Resources Coordinator Eagan, MN 55122-1810 while retaining its authority for wetland replacement and banking plan decisions. You are hereby noti£ed that 651.675.5000 phone the decision of the Water Resources Coordinator on the above-rcferenced applicarion was made on the above 651.675.5012 fax date. A copy of the City's Findings and Conclusions is attached. This decision becomes final if not appealed via a written perition for a hearing before the City Council within thirty (30) calendar days of the mailing date 651.454.8535 TDD of this Norice, as indicated below. Such a local appeal may be made by a landowner, by any of those required to receive decision Notices, or by 100 residents of the county m which a majority of the wetland is located. A nonrefundable City application fee for a wedand decision appeal may apply: Pursuant to Vlinn. R. 8420.0250, MAINTENANCE FACILITV any appeal of a City Council decision &om a local appeal hearing must be commenced by mailing a petition for appeal to the Minnesota Board of Water and Soil Resources within thirty (30) calendaz days of the date of 3501 Coaehman Point the mailing of the Local Appeal Hearing Notice of Decision. Eagan, MN 55122 651.675.5300 phone THIS LOCAL GOVERNMElV7' UNIT DECISIDN rJNLY APPLIES TO Eajzan Citv Code ?] 1. 67 Wetlands 1'rotection and iVfanaQement Re2ulations. Arlditional approvals or permits from local, state, und federal 651.675.5360 fax agencies may be required. Check with all appropriate attthorities hefore commencing work in or near 651.454.8535 TDD wetlands. www.cityofeagan.com November 29. 2007 I Sijnature Mailing Date Eric Macbeth, Water Resources Coordinator Name and Title ' THE LONE OAK TREE ,attachment: Findines and Caiclusions The symbol of ? sirength and growth in our community. Notice of Decision StaffliSYS Bulk!v1ai1 bomidaxies.doc, Page 1 of 2 (11 SEP 2 4 2004 (,Oco?+. PLUMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 ??,4?;b Date ? / n / Ct? Site Address Unit # Tenant Name Former Tenant Name Px? 11?- NLr,? :1 e? Property Owner Telephone # ((A ) CP Contractor 1 ? Address , City k::l Q State Zip 74?40? Telephone # The Applicant is _ Owner _ ontractor Other Work Type _ New Bldg _ Add-on Repair Z PVB Irrigation system * " Jer Wobschall to calculate fees. R uired mMer size is 2" turbo unless smaller size ermitted b Pu61ic Works Description of Work To inquire if Pressure Reducing Va ve is required on new service, call 651 fi75-564 ' C) M 11 65 1 t C 675 5 300 ? ers - e a - - tnnPtBr to verify that hydrostatic, conductiviry, and bacteria test passed rior to nickin Irrigation Size & Type Avg GPM Fire Size & Price 3/4" disolacement $156.00 Domestic Size & Type Avg GPM Includes hig6 demand devices? _ Yes _ No F7ushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x .Ol% Base Fee $ Meter(s) Required on all new buildings & boulevard irrigation svstems $ Radio Meter Read lf base fee is $1,000 or less, surcharge is 5.50 $ St3te SuTCh3TgC If base fee is over $1,000, surcharge is $SO per $1,000 of the Base Fce Following fees apply only when installing aew irrigation system $ Water Permit Contact 7erry Wobschal] at 651-675-5024 for required fee amounts $ Treatment Plant $ Water Supply & Storage $ State Surchazge --------------------------------------- ------ ----------------------- - - --------------------------------------------------------------------------------- V ? T l F $ 7 . ee ota I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a pemut, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance ' thc approved plan in the case of work which requires a rcview and approval of plans. Applicant's Printed [Vame ApplicanYs Si a CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: 'S P c?Z?`o f , gUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevazd 'urigation systexns- $157.00 • RPZ's must be rebuilt every five years. A minimum fee pernut per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residenrial $121.00 4-120 1-1/2" irYlgation syst $ 781.00 displacement sm commercial hu'bine** must receive maximum approval contiuuous from Public lp Works 2-30 3/4" lawn irrigation $156.00 4-160 2" turbine Ig irrigarion syst $ 982.00 maximum displacement residential & continuous sm commercial production lines l5 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg commbldgs 25 irriation s stems 5-100 1-1/2" bldgs 25-64 units $484.00 maximum displacement & wnrinuous most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very lg irrigation $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very lg comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compouud +400 unit bldgs $6,100.00 . very lg comm bldgs very lg comm bldgs 15-1000 4" turbine very Ig irrigation $2,329.00 syst & production lines Comments • To schedule inspecuon of the inside water line and backflow preventer, ca11651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Technician Updated I/03 PLUMBING(COMMERCIAL) Permit Application ' City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Date to / (a_ / Q ? Site Address ? ?? "A?(vvfbn ? Unit # Tenant Name X P?OV- Former Tenant Name ti Property Owner 'C3 Telephone # ( jpS { Contractor P1uvy')6,eA- Address - City _ State Zip ?rMS- Te[ephone #((p?Z} rJ The Applicant is Owner Contractor Other Work Type _ New Bldg Add-on Repair le? Z PVB Irrigation system * , Jerrv Wobschall to calculate Tees. Re uired meter size is 2" turbo uoless smaller size ermitted b Public Works Description of Work tA.4tC (} " (? To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Ca11651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed Arior to qickine uu meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" disnlacement $156.00 ? ? ? ? Domestic 5ize & Type Avg GPM Includes high demand de i s. _ s Flushometers _ Yes No PRV Required _ Yes _ No D?T 2 0 200 Permit Fee $50.50 minimum (indudes State Surcharge) By Contract Value $ (06Z, 00 x 1% _ $ ?• 00 Base Fee $ Meter(s) Required on all new buildings & boulevazd irrieation svstems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ $T.2tC SL1TChaige If base fee is over $1,000, sureharge is $.50 per $1,000 of the Hase Fee - - - - --- - ------- - -- - ---------- - - ---- Following fees apply only when installing new irrigation system $ Water Pernlit Contact Jerry Wobschall at 651-675-5024 for required fee amounts $ TreahnentPlant $ Water Supply & Storage $ State Swcharge --------------------------- ----------------- ---------------------------------------------------------------- -----? ---,-------------------------------- $ Total Fee 1 hereby apply for a Commercial Plumbing Pemut and acknowledge that the information is complete and accurate; that the work will be in confonnance with the ordinances and codes of the Ciry of Eagan and with the Plumbing Codes; that I understand this is not a pernvt, but only an application for a permit, and work is not to start without a permit; that the work will be in acwrdan with the approved plan in the case of work which requires a review and approval of lans. Applicant's Printed Name Applicant' Si e 03800 AUDITOR'S SUBDIVISION 13600 BELL LEXINGTON 13601 SELL LEXINGTON 2ND . ` 22501 EAG. CTR. IND. PK. #2 22502 EAG. CTR. IND. PK #3 22509 EAG. CTR. IND. PK. #10 22512 EAG CTR. IND. PK. #13 84500 WOHLERS LEXINGTON AVENUE (PAGE 2 OF 4) 2935 10 22509 020 O1 (ACORN MINI STORAGE 12/98) 2950 10 22501 152 00 (CARSOV, PIIUE, SCOTT) 2960 10 22501 152 00 (U.S. POST OFFICE) 2970 10 22501 151 40 2977 10 00300 O10 77 2981 10 00300 020 77 2985 10 00300 030 77 10 03800 060 02 2989 10 00300 040 77 2990 10 13601010 01 (HONZA ELECTRIC) 2995 10 00300 05177 3030 10 22512 010 01 (LEXINGTON COMMERCE OFC/WHSE) (T D M FREIGHT) (WILLMAR MFG) (KINTETSU 11198) 3050 10 01100 O10 25 3070 10 01100 O10 26 3095 (STORM SEWER LIFT STATION) 3100/ 10 22502 270-370 05 3M co 3130 (MEZZANINE STAIRS FOR 3M 7/2000) 3145 10 01000 O11 O1 C 3165 10" OI000 0100(6 3240 10 01100 O10 50 3255 10 01000 O10 75 3265 10 01000 020 75 3266 10 01100 O10 53 3305 10 01000 040 75 3325 10 01000 O50 75 3345 10 84500 O10 O1 (U.S. POST OFFICE) (BULK MAIL FACILITY) ? (ARTIFACTS) 10 PLUMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Date i C) / _Z,0 / 03 Site Address ?) ( Lcl`] I nG?+De-\ -A J 2 ? Unit # Tenant Name ?Aq,5 / Wa , 'Former Tenant Name Property Owner Telephone #(ld3 Contractor A?? Address -A. ( fCj ? City State ? , n ?1 2c.?? (. t, ?AN3 Zip Telephone # ( V1 L) z- The Applicant is _ Owner _ Contractor Other Work Type _ New Bldg Add-on Repair ti/RPZ PVB Irrigation system * * Jerr Wobschall to calculate fees. Re uired meter size is 2^ turbo unless smalier size ermitted b Pubiic Works Description of Work _ ?k WL-t' tj Q_ . , ) !-) , + ? ?3? ?? ? To inquire if Pressure Reducing Valve is required on new service, ca11651-675-5646 Meters - Ca11651-675-5300 to verify that hydrostatic, conductiviry, and bacteria tests passed prior to pickine uu meter Irrigation 5ize & Type Avg GPM Fire Size & Price 3/4" displacement $156.00 Doxnestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 mini.num (includes State Surcharge) , _ , cO Base Fee Contract Value $ (} `" t ? . ? x .01% C) A?eter(s) Required on all new buildings & boulevard irrigation systems k$ 2a?3 Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 ?eQ tl?$ s7v $t3tC SLttC112igC If base fce is over $1,000, surcharge is $SO per $1,000 of the Base F Fol?owing fees apply only when installing new irrigation system VWater Permit Contac[ Jerry Wobschall at 651-675-5024 for required fee amounts .f? $ Treatment Plant $ Water Supp]y & Storage $ State Surcharge ---------------------------------------------------------------------- --------------------------- ----------- $ ?? • S? Total Fee [ hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a pemut, but only an application for a pemvt, and work is not to start without a perndt; that the work will be in accord with the approved plan in the case of work which requires a review and approval ofplans. L:ies1-'l Pi'\ Applicant's Printed Name Applicant' i re "C CITY USE ONLY REQUTRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: ? P 11 I? ? 3 , BUILDING INSPECTOR General Information . Radio Meter Read (required on all new buildings & boulevazd 'urigarion systems- $157.00 . RPZ's must be rebuilt every five years. A minimum fee pernrit per address is required for RPZ rebuilding or repairing. • Water meters include copper hom/strainer, remote wire, and touch-pad meter GP1YI METERS USE PRICE GPM METERS i35E PRICE 1-20 5;8" residential $121.00 4-120 1-1/2" _.1Tt'igahOri Syst $ 781.00 displacement sm commercial turbine*" must receive maximum approval continuous from Public 10 Works 2-30 314" lawn irrigation $156.00 4-160 2" turbine lg urigation syst $ 982.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,860.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irri ation s stems 5-100 1-1/2" bldgs 25-64 units $484.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very lg irrigation $1,328.00 6-500 4" compound +300 unit bldgs & $3,702.00 syst & production very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,411.00 10-1000 6" compound +400 unit bldgs $6,100.00 very lg comm bldgs very Ig comm bldgs 15-1000 4" turbine very lg irrigation $2,329.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, ca11 65 1-67 5-5 675. • To arrange for water turn-on, ca11651-675-5300. cc: Maintenance Division Clerical Technician Updated i/03 CITY iJSE ONLY PERMIT #: RECEIPT DATE: 2002 CObIM£RCTAL PLUM$INC PERlYIIT APPLICATION crrY og EAe" S$SO PILOT KNOB RD E4fiAN,1NA 551EE 651-6$1-4675 INCOMPLETE APPLICA710NS WILL NOT BE PROCE3SED Date: WORK TYPE New Bldg Add-on Repair V RPZ PVB * Inigation system * Jerry Wobschall to calculate fees. Required meter size is 2" turbo unless smaller size permitted by Public Works DESCRIPTION OF WORK et? VA OU Z???'? t.J ?Q To inquire if Pressure Reducing Valve is req red on new service, call 651-681-4646 METERS - Ca11 651-681-4300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to uicking un meter Irrigation Size & Type Fire Size & Price 3/4" disolacement $152.00 Domestic Si2e & Type Does this include high detnand devices? Yes FLUSHOMETERS Yes No Site Addxess: Tenant IvTame: I J, nr/,?r? No Avg GPM Avg GPM PRV REQUIRED Yes _ No P-v.e_- S Telephone #: VS ` " (Area Code) W as there a previous tenant in this space? _ Y_ N. If Yes, Name: Installer Name: 6 Installer Addtess: Ciry: ",P` 5 State: FEES Contract price $ t':3,t0 l x 1°!0 ($50.00 min) Plbg Permit Meter(s) Required on all new buildings & boulevard irrigation systems Radio Meter Read Surcharge: $.50 Minimum. If base fee exceeds $1,000, calculate at 50 cents per $1,000 base. Telephone #: (p( Z-bZZ1 Sl-t L-) (Area Code) Zip Code S5? $ ? $ ? State Surcharge $ t d5y Sub TotaVTotal $ GD.?Jo Supplementary fees for new irrigation system: Water Permit $ 50.00 Contact Jerry Wobschall at (651) 681-4624 regarding fees Treatment Plant $ 540.00 Water Supply & Storage $ ?'I J , ? ? ? n ?? , ;? State Surcharge $ ?? ?.i 41 1 Total $ ? QcT 0 4 ?ooz _ L?I hereby acknowledge that 1 have read this application, state that e information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's respoiisibilitg4,o-no6ify tHe wner that the City of Eagan assu o liability for any damages caused by the Ciry during its normal operational and maintenance activities to the facilities co eted der this perm' ithin City property/right-of-way/easeme t. a2? ) SIGNATIIRE OF PERMITTEE CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: J10 l O` tj` -D Z, , BUI[.DING INSPECTOR GENERAL INFORMATION • Radio Meter Read (required on all new buildings & boulevard inigation systems- $157.00 (Acct Code # 9220-4509) • RPZ's must be rebuilt every five years. A minimum fee permit (per address) is required for RPZ rebuilding or repairing. • Water meters include copper hom/strainer, remote wire, and touch-pad meter GPM METERS USE PffiCE GPM METERS USE PRICE 1-20 .5/8" displacement rasidential $ll 8.00 4-120 1-1/2" irrigation syst $ 745.00 sm commeraial turbine** ^`*must receive maximum approval from continuous Public Works 10 2-30 3/4" displacement lawn inigation $152.00 2" turbine lg irrigation syst $ 923.00 maximurn residenrial & continuous sm commercial production lines 15 3-50 1" displacement verylgres $199.00 L1/41 2" compound bldgs over $ 1,798.00 bldg to 24 units 65 units maximum sm commercial gz continuous & lg commbldgs 25 irri ation s stems 5-200 bldgs 25-64 units $439.00 maximum displacement & contimious most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE 'VOTT('E PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very ig irrigation syst $1,214.00 6-500 4" compound +300 unit bldgs & $3,562.00 & production lines very lg cocmn bldgs 1/2-320 3" compound +200 unit bldgs $2,264.00 10-1000 6" compound +400 unit bldgs $5,900.00 very lg comm bldgs very Ig comm bldgs 15-1000 4" turbine very lg irrigation syst $2,184.00 & production lines • To schedule inspection of the inside water line and backflow preventer, call 651-681-4675. • To anange for water turn-on, ca11 65 1-68 1-4300. cc: Kris Forster, Maintenance Division Clerical Technician Updated 2/02 ? PERMIT -?-- ? .., ? CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G ? Eagan, Minnesota 55123 Permit Number: 82q891 (612) 681-4675 Date Issued: 11 / 2 2/ 9 4 SITE ADDRESS: 3165 LEXSIVGTON flVE LOTs 1 BLOGK: 6 SEGTION 10 P.I.N.: 10-01600-010-96 DESCRIPTION: r. 1'` ? c y fl.?? > ?? 4 c - (BULK MAIL CENTER) 1031di,YtgfPermit Type COMM. /TND, MISC. uiLd3ng "C=k?Type ALTERATIQN 771 ? P i?:: ??? Z{???? REMARKS: SEPARATE PERMII'5 ARE REQUIRED FQft flNY PLUMBING OR ELECTRTCflL WpFtK FEE SUMMARY: vaLuarxnN $131,000 Base Fee $.00 (BASE FEE & $.90 Surcharge $66,50 F'LRN REVIEW $.00 Total Fee $65.50 WAIVED) $.00 7ata1 Fee $66.50 CONTRACTOR: - A p p 1 i c a n t- OWNER: J 5 CA7ES COMSTRUC7IQN 24786050 U S PQ57AL SERVTCE 300 HWY 55 3165 LEXINGTON AVE HAMEI. MN 5534@ EAGAN MN (612) 47$-6050 T herefay acknawledga. Ghatsl ttavei rf-,ard tfiis aRplicatian and state that the a,n€ormatian is corroot and a , ta.y with 011 a0plie,able'state of Mn. - .: ? 5tattttean)d Gity of'Ea Ardinances. ?Mla R.e,L I rhJ ISSUED : SI ATUR i4mv %L q I CITY OF EAGAN 1994 BUILDING PERMIT APPLICATION 681-4675 u4Vc SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site rvey g? energy calcs. L COMMERCIAL 2 sets of architectural & structur 1 set of specifications, 1 copy of energy c "'------ Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Val uati on of work , Site Address:_ To.-" STREET SUITE # Tenant Name: (commercial only) ?,C,S• rAL- J-- LOT BLOCK ? SUBD. P , I . D . # Descri tion of work: ` o R Ar v M The applicant is: ? Owner ? Contractor ? Other (Describe) N a m e U..5 . Po Sle-4 c- SA?t/l `'rr-- Phone Property LAST FIRST Owner Address STREET STE N . City State Zip Company ...?.5. L.4 TFzS 9C- Phone yM'39G ? ContraCtOr . Address Li cense # Exp. Ci ty State Zi p5S :3 y s.p. Company C.-(?• ?os???--5?????'? Phone Architect/ Engineer Name Registration # Address ' City ??LS State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have r ' applica ' n and tate that ' ormation is correct and agree to comply all ap le ate of inn o atutes and City of Eagan Ordinances. Signature of Applica . OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 02 SF Dwg. ? 07 4-Plex 0 12 Multi. Misc. ? 03 SF Addition ? 08 8-Plex O 13 Garage/Accessory ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace ? 05 SF Misc. ? 10 Mult1. Add'1. ? 15 Deck woRK nrPE O 31 New P?33 Alterations O 35 Tenant Flnish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual ; Basement sq. ft. (Allowable lst F1. sq. ft. UBC Occupancy 2nd F1. sq. ft. Zoning Sq. Ft. total # of Stories Footprint Sq. ft. Length On-site well Depth On-site sewage APPROVALS Planning Building Engineering Variance REQUFRED INSPECTIONS ? .Site ? Footing ? Framing ? Wallboard ? Final 0 Draintile y3 7 ?o 0 ? Insulation 0 Fireplace Permit Fee Surcharge , Plan Review License I MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. C?Pies Other Total: vat?acs«?: g /3/, o00 J?,/£ C'.?tnl fjN? Y?f .? ?- - w , .. ? 16 Basement Finish ? 17 Swim Pool 0 18 Comm./Ind. 419 Comm./Ind. Misc. ? 20 Public Facility ? 21 Miscellaneous 0 37 Demolish MWCC System City Water PRV Requlred Booster Pump Fire Sprinkler Census Code SAC Code Census Bldg Census Unit Assessments SAC % SAC Units ,. . PERMIT cK341§0 -? CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: Bu r l D x iv G Eagan, Minnesota 55123 Permit Number: 9 2 4 7 91 (612) 681-4675 Date Issued: 12 J 0 9/ 9 4 SITE ADDRESS: 3165 LEXINGTON AVE L07: 1 BLOCKs 6 SECTION 10 P.T.N.: 10-01000-010-06 DESCRIPTION: REMARKS: ;,. (BULK MaxL Bu?.ldlnigr, Permit Type Buzlda.ng Wotrk Type j.. - ? ? i ? i- ~+ i CENTER) COMM./IND. MTSC. ALTERATSON SEPARA7E PERMITS ARE REQUIRED FQR ANY PLUMBING OR ELECTRICAL WORK FEE SUMMARY VALUATION $87,000 Base Fee $.00 Surcharge $43.50 Total Fse $43.50 CONTRACTOR: - fl p p 1 i c a n t- OWNER: E C Z 9UILDING CONTR 24529555 U S P05TAL SERVTCE 1771 YANKEE DOODLE RD 200 S FIRST ST EAGAN MN 55121 MTNNEAPOLIS MN 55491-9991 (612) 452-0555 (612)349-3565 I nereby acknowledge that I have read this application and state that the information is correGt and agree to comply wS.th all applicabls State of Mn. Statutes and City of Eagan Ordinances. ? APP ICAN /PE I EE SIGNATURE ISSUE BY: SI URE ? ? ' CITY OF EAGAN 14191 1994 BUILDING PERMIT APPLICATION 681-4675 , c rE ??,zi 1 `` -?$ SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site rveys, copy o nergy ----_. c' 4-± ? ? calcs. .J C_ I e COMMERCIAL 2 sets of architectural & structural,p]?[!E,.1 set of specifications, 1 copy of energy ca . - Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Valuation of wark ?OT ? Site Address:`P Lr?_?Cf f.;&QpQ AJ1% STREET SUITE !! Tenant Name: (commercial only) <?,?vl6i LoT aLOCx ?7 suaD. P.I.D. Descri tion of work: The applicant is: ? Owner Of)tontractor ? Other (Describe) r'r'r ICL NrS Name Oc cs Phone.-:49-_?;?;65 Property LAST FIRST Owner Address eW -5. 1 `? ?5W645_1 STREET STE # c;ty AAINnr"wis state M.o z;ps? Company 8?64 ak (iTA?C? G@N`C?/4C.T01? Phone 445Z-Us6'? C011tCaCtOP Address 117 ? q{q'il1kl?S bTbLA?5 KA> License # Exp. City State Zip CompanOQi?? TWO-4EZ, Phonej4;:? 1 ^?e cc9 Architecf/ Engineer Name C?D?=?E Vi?1VWzZA Registration # 12SC?-'rs Address 450 OA-! 662Ve,; ' City State ?N Zip ?o'75" Sewer & water licensed plumber . Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all a plicable 5tate of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: I 1)STo-O OFFICE USE ONLY _. , BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish ? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory ? 18 Comm./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace U 19 Comm./Ind. Misc. 0 05 SF Misc. ? 10 Multi. Add11. ? 15 Deck ? 20 Public Facility El 21 M9scellaneous WORK TYPE O 31 New El 33 Alterations 13 35 Tenant Finish ? 37 Demolish ? 32 Addition ? 34 Repair O 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System (Allowable) lst F1. sq. ft. City Water UBC Occupancy 2nd F1. sq. ft. PRV Required Zoning Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Code Depth On-site sewage SAC Code s o Census Bldg i APPR,OVALS Census Unit ? Plann9.ng Building Assessments Engineering Variance REQUIRED INSPECTIONS ? .Site ? Wallboard El Footing ,0 Final 0 Framing ? D.raintile ? Insulation ? Fi repl ace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Oed. Copies Other Total: 3,50 Yaluation: oeg O SAC. % SAC Units .. .... rv?'?: .. ' ? 1 ? i • .? .. Cl 1 (? -? ? (.f!_ .. ... ?.? . ...? ' , .,.,..... . . c_ „ .; _. :f-l?;n ,? .. , ._.I;`'l:.Ni=,l... h:."Qe ,i:.:..., ; T_:A.;. S. qh,. - '= ? ?... ;?.9..,',y_t ili.,. ?.;:;r , „ y., ? 17 ;. ;.?,,,-,, ? , ! ,e ?-t ?:r?•T r:1U.T.i.'t'?'??:h. ?'t:ii`,?'r'?fc,i'.._.;..??..,,, ,_...._ .. . .., .. . . ... . . . _ _. : t ..1.. t 3966 _. ...r? 1163 .., . { E X'.534.,([j?S 501' 0( J W4 . ... ?.,. :.. ?? t ??.t:??.f . .? ?._r.?li??l.iT ?,.. ? . .re. . ?_ I ? ;• :. .. .. . , ' ,'}.y(.?! :) .r..?:..r. _,.?.. 3163 "1 r..-: i ... , f, .... ?.. ;f".J •',-f ti.4:, i )t?!? _,_.., ?/ ?. ? .._ i .{ ._..?.. , ..... . r il s If).r..•? n;".?::; :.r-?t: •.,r,..??_,. ._ ;-:,,r?:??, {l`:i ?F,.(-,?1:1.;":. -, ..?..:.. _ , GE; . Wr NxFNCY c- . ? (4-q g'] ' 1999 BUII.DING PERMIT APPLICATION (COMMERCIAL) ? ?I C .? ? CITY OF EAGAN ei: <E; (651) 681-4675 Submitfollowin tocbtainnecessa ermit c- 3--)'o -? Foundatibn Onl New Construction Interior Im rovement structural plans (2 sets) architedural plans (2 sets) architecturel plans (2 sets) civit plans (2 sets) struclural plans (2 sets) code analysis (1) •` code analysis (1) " civil plans (2 sets) project specs (1 set) project specs (1) landscaping plans (2 sets) Key Plan Speciai Inspections & Testing Schedule " code analysis (1) •• energy calculations (1) not aMays " SAC determination letler from MC/ES - soils report SAC determination letfer from MGES - (1) Eleclric Power & Lighting Form SAC determination letter from MC/ES - (1) not always call 602-1000 call 602-1 D00 qll 602-1000 Special Inspections & Testing Schedule (1) " project specs (1) energycalculations •" (1) . ..__.__. ., Electric Power 8 Li htin Form 1 " wi naci owiuiny in5p6GaOnS TOf S2fTlP12 Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: MA Y-e. w z q-, 14?4 WORK TYPE: X NEW REMODEL AESCRIPTIONOFWORK: Rflp.Lrxem ro TrtE F?cZSTZNG Sura.arW CONSTRJCTION COST: ?,ooe, poo -Q9L TENANT NAME: E,46ylN BuLK MA.LL CENTE& SITEADDRESS: 314 5 LEx.=N47-cN /kVE S- FEhGhN' "N 55 llZ t SUITE #: ' OT ? BLOCK SUBD. P.I.D. # Name: UN=Te?P S T'-4 Te6 0o4T4! SEtv=ee Phone #: 451 - G 8!- L t&G PROPERTY Last First OR'NER Srreet Address: G S L E xr- NG T'biv h vr= g Ciry _F-s4J,A- /.J State: M N Zip: _ S S! 2 1 Company: EcS F3u=i-D7-w1, c?o??T??-eieKS Phone#: !05l-45Z-O S CONTR.ACTOR ??OS / y j- 7?aY- Street Address:_ $ 5 M FH D o T?1- ?t li S 6H rS 1?o.4D City MEHDO 7A 1'f EzG N r:?+ $tate: iy14 Zip: SS )26 ARCHITECT/ ENGINEER Company: R. k. XLpGEXS $ ?t-S ocS?4TES Phone#: )- 7of -23Z - 19?8 Name: R=LEY AeyEM-S Registration #i: StreetAddress. 112 uivzvE)Ls TY D!L N s =TE 136 Ciry F/F RGG State: N p Zip: 58)62 Sewer 8 water licensed plumber (only if installing sewer 8 water): ,b AKoT,rl FLbA48X:NG -t BEL,tsX UTS+TTSEs I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: J;)-? L, ,E? OFFiCE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. ? 19 Comm./lnd. Misc. ? 20 Public Facility ? 21 Miscellaneous WORK TYPE ? 31 New ? 32 Addition ? 33 Alterations ? 34 Repair ? 35 Tenant Finish ? 37 Demolition GENERAL INFORMATION Const. (Actuap -0-,& Basement sq. ft. Census Code '732 (Allowable) -rw First Floor sq. ft. SAC Code 30 UBC Occupancy 5-3s-l sq. ft. Census Unit / Zoning sq. ft. Census Bldg. O # of Stories ? sq. ft. MC/ES System Length sq. ft. City Water X Width 2y y' Footprint sq. ft. 35; 3?96 Fire Sprinklered k_ APPROVALS Planning Building Engineering Variance Permit Fee Surcharge Plan Review MC/ES SAC S SZSO City SAC Water Supply & Storage SIW Permit S/W Surcharge Treatment °lant yG ?k S -2,3 1<eo Park Dedication ?-- Trails Dedication Water Quality '?- Other Copies % SAC 0 %'? SAC Units ? Meter Size VALUATION: $? , ?GJ c do , •?=v-?e ) 0, 1 c, Total ?o9U 1G • ? (/ A,rCC? ? CITY U5E ONLY L BL susD. lo - DIUDD- 0/0- OCy RECEIPT #: DATE: 1996 MECHANICAL PERMIT (COMMERCIAL) . CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? alt commercial/industrial buildings. ? multi-family buildings when separate permits are no# required for each dwelling unit. DATE: CONTRACT PRICE: /S: dPS Z WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: Q???? f,/f'L ?? lLv'a la,doo 6eqLl US f tr9n?S FEES: ?$25.00 minirfium fee or 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge o( $.50 per $1,000 of rmi fee due on all permits. CONTRACT PRICE x 1 % PROCESSED PIPING STATE SURCHARGE TOTAL l?a.?,? x.eQ ' ?'• ?° ?' ' ??? '?? C.? NnGI + L CBn SITE ADDRESS: OWNER NAME: v. S', C Se-v,'ce TELEPHONE #:6r2-??/-z??3 TENAIVT NAME: (IMPROVEMENTS ONLY) ??CCwiavi'1p?. Gdh1'.AL{or ,3-1ISJ ADDRESS: 5-14 7 L/Q? ?? ?e- fz_J CITY: o, STATE: ?H ZIP:' Sk-o 3 PHONE #: !v -7-`?le SIGNATURE: FA'_ jj" SIGNA URE OF RMITTEE CITY INSPECTOR ?? ? 3 i? z 10 PLEASE COMPLETE FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTT. v ;A i: 7- 13 - 9 q '0-,N1 tlf'll`JT YK1C;r,: WORK DESCRIPTION: 1% OF FEE PROCESSED PIPING: MINIMUM FEE: STATE SURCHARGE TOTAL SITE OWNER TENANT NAME: (IMPROVEMEIVTS ONLY) INST, &- TELEPHONE #: 3y f- 3 S6 3 ADDRESS:_ eOf> L? f?Ic? ( a l? IvJ ? C1TY: Sl°" i0 ?_ I STATE: M.m . ZIP CODE: .S'S/o 7 ? . . . ._ , ; . ; , , TELEPHONE #: . :. . ,. .?. . , ,. . . .?i.' • ?. -' .? . ? .?i: ":.. .. .. ...r, ?. ? ? . . . . . ' ...?. ,? ., . ' t` ,2p SIGNATURE OF PERMITTEE CTTY INSPECTO FEES $25.00 $25.00 $.50 FOR EACH $1,000 OF T FEE. a:.:::..:.. <.,... $ /00. 50 05 P - 995'S 1994 MEC ICAL PERMIT (COMMERCTAL) CITY OF EAGAN 3830 PILOT KNOB ` RD EAGAN MN 55122 ' (612) 6814675 NEW BUILDING _? INTERIOR IMPROVEMENT / D 0/000 O10 ob . EAGF.N TOWNSHIP 3795 Pilot Knob Rosd St. Paul, Minnesota 55111 Telephone 454-5242 PERNIIT FOR WATER SERVICE CONNECTION Date: 5/25/73 Number• 7273 - -?-?--T- Billing Name:U.S. Postal Serv. Bulk MailSite Address:3165 so. Lexington Ave. Owner: Silling Address Plumber: Grudem Location of Connection Meter 31ze " Connection Chg. F?e0A e. #S3aq t4%? Meter No.??oa?s81 Permit Fee -0- Meter Reading Meter Dep. Meter Sealed: Yes Add'1 Chg. NO Total Chg. Inspected by Date Building is a: Remarka: Residence ?-??i,???.??n•? ?r? rnr? $25.00 14ultiple L'0. Units , ?=", J. IE?P?Oi ,,...L.:,c Commercialxx_ Industrial Bp; Other Chief Inspector In consideration of the isaue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Eagan Township, Dakota County, MiaaesoCa. Byt [Tt i ev-J Please aotify the above office whea ready for inspection and connecCion. Minneapolis/St. Paul Bulk Mail Cerrter UAIITEDST/JTES JUPOSTdL SERVICE March 26, 2001 Mr. Dale Wegleitner Fire Marshall MAR 2 7?001 i? 3830 Pilot Knob Road Eagan, MN 55122-1897 1 `. ' SUBJECT: Proposed Removal of Diesel Fire Pumps Dear Mr. Wegleitner: The Minneapolis / St. Paul Bulk Mail Center (BMC) is requesting permission to deactivate its diesel fuel pumps. As discussed with you at our meeting of March 19, 2001, the fuel system for our existing diesel operated fire pumps is not in compliance with current EPA / MPCA regulations. A review of the available alternatives to bring our facility into compliance indicates that removal of the diesel fire pumps is the most cost-effective method of compliance, while not compromising our fire safety. The BMC was constructed in the 1972 - 1975 era, under the direction and engineering of the Army Corps of Engineers. The design criteria used for the fire sprinkler system at the time of construction of 0.12 GPM per square foot over the most remote 10,000 square feet. This design criteria together with the 1974 available city water supply required the installation of diesel fire pumps. The current design criteria, developed by FM Global (Factory Mutual), and used for the new USPS "Air Mail Center' (AMC), now under construction at the Minneapolis ! St. Paul International Airport is as follows: • 0.20 GPM per square foot over 3000 square feet for mail processing type of operations. • 0.25 GPM per square foot over 3000 square feet for enclosed loading dock areas. (The BMC docks are all exterior docks.) The Bulk Mail Center contracted with Olsen Fire Protection, Inc. to do an engineering study of our existing system, to see if our system would meet current FM design criteria. The results of that study are attached hereto, and indicate that there is a sufficient safety factor to adequately meet and exceed current fire safety codes. 3165 Lexington Avenue South St. Paul. Minnesota 55721-2288 (651) 681-2720 FAX (651) 681-2292 /R Minneapdis/St. Paul Bulk Mail CeMer While this engineering study did not evaluate our entire system, the zones that were tested are considered the most extreme. Based on the engineering judgement of Olsen Fire Protection, Inc., if zones 10, 11, and 12 met the required standards, all the remaining zones would also be satisfactory. Accordingly, the Bulk Mail Center is requesting authorization to remove the fire pumps from our system, which will allow us to remove the associated "above ground tanks", and bring us into compliance with the EPA ! MPCA requirements. Please feel free to contact Amund Pedersen at 651-681-2177, should you have any questions. `.T Duane T. Nienow Acting Maintenance Manager DTN/ACP/acp Attachments: Section 15325 - Standpipe and Sprinkler Systems specifications for the MSP Airport Mail Center (14 pages) Olsen Fire Protection, Inc. Transmittal Letter dated 1/19101, and the summary of findings for the "Eagan Bulk Mail Center" (2 pages) Summary of Hydraulic Calculations - Zone #10 @ 0.200 density (6 pages) Summary of Hydraulic Calculations - Zone #10 @ 0.250 density (6 pages) Summary of Hydraulic Calculations - Zone #11 Qa 0.200 density (6 pages) Summary of Hydraulic Calculations - Zone #11 @ 0.250 density (6 pages) Summary of Hydraulic Calculations - Zone #12 @ 0.200 density (6 pages) Summary of Hydraulic Calculations - Zone #12 @ 0.250 density (6 pages) Cc: Amund Pedersen - Manager, Maintenance Operations Richard Evans - Safety Manager Kevin Olsen - Olsen Fire Protection, Inc. 3165 Lexington Avenue Sarth St Paul, Minrresota 55121-2288 (651) 681-2120 FAX (651) 681-2292 ? bLSEN FIRE PR'OTECTION INC. 321 Wilson Street N.E. Minneapolis, MN 55413 Phone: (612) 331-3111 FAX: (612) 331-1161 TO ?€-31 l'c.1 c, i O c-A ? _ WE ARE SENDING YOU ? Attached ? Under separate cover via ? Resubmit copies for approval ? Submit copies for distribution ? Return corrected prints ? Shop drawings ? Prints `? Plans ? Samples 0 Specifications ? Copy of letter ? Change order - 9 `-k ?2m6.1 [_ 7.>1?i la s COPIES DATE NO. DESCRIPTION 0 `W tAICAA A ' OQ..iG- IJ f.di- 6 1 e?. Y \?1 ?S?..v?s`?4 *t?rJM <v ?.1 _ 10 r T?tESE ARE TRANSMITfED as checked below: ? For approvai *11? for your use X, As requested ? For review and comment ? FOR BIDS DUE REMARKS 19 0 PRINTS RETURNED AFTER LOAN TO US following items: ! COPY SIGN WHITE - Customer Copy YELLOW - Sales Copy PINK - Design Copy ? Approved as submitted ? Approved as noted ? Returned for corrections ? If enclosures ere not ss noted, kindly nofity us at once. [LIEUTEQ (Or? l n?° UMv1?1 ?ITUL DATE ? I - I yI' o O JOB NQ . 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' __ . _.J ..&j lONO 0,42 _.R: 37.01 JCC :CL 0.00 25.05 3:.05 5.60 K.G ti., _..:i =.... _.i??? '.CG.'.llf 30 .' "'" 38,41 'v" :4. ._.ul' 38 .._ : ... . ?, . . 7 __ ,. e:.::,.. ,... . I. .U .. -..... N.j .. :1e;. Pressure i?s i t: :ow Pt, ii. .. !"v t'lt fdST.Oi rdd?Ce ----------------------'-------------- ----------------------'----------'----- 385 41.00 43.04 4334 520 cb.i ;qn 41.00 43.51 1314 W 0.0 Fi}c .5., i AO tJ.tly A,.;i E04 4100 031 1111,1 ,._: I,y;%i;f 4c:GC iJ1:?Ti. n?t13: i'!..elg :`_._lly" o"." iii...!0s°_ ...__ iv3 ell. ! AWii Ju:llnci'>' _cly"ui .e0y"su =ci ... 0::1 ------------'-'--------------------------------------------' ----'--'-----------'-----------'---'---------'--------------- 1',==L0i 36.1 5.77 1,0:0 10.00 10.00 v.050?{ G.50 3.7 '_1.1F. :.?_`J _.???J ,.:;1? 1..'i`J '?.:M1IJ 20 !:.% 7.03 2 .u01 !.UC' 10.00 !!.UV ..l':•. 0.53 _"... _""' NC%,S XC .__ . . ) P.cSS Gt, ----------------------- -------------------'--- 4",]4 50 4^.., FS 0.4: l .00 !46.r= _v,. Y'cli: il K -F %3C ,:G`i" _ =;J 7 :, Calcs By=D. !GCKWuOD Checked By: Page- F-03 Ser:*310025* Hyp2r'calc Program by Crowley Das?gn Group, (215)-337-7060 -------- ,____---------------- ',:.:F ---- --- -- --- ---- ---- --------------------------- ------ r.='? q= •"" ii...... ?:..,.? .. ir,...:: t.._.6 A....._. m.....u V u.. ?,..... ? II`??d: _.... ??, u._...r h7:1:. n L:_',,;T NG iOid AV=. EAiMAN i iN c) i`,io' ZpdF. ---------------------------------------------------------------------------------------- u,._@ ?: ?Z,a. il"B uJ6_ 9h:::.'u::_. uLSEN FIRE FRG i EC i:.ON T INIC. 321 "WI_SuN ST ?a? P1.INNkuNGLrS Mi? ??h?1"13 __________--_____________________________________________________________________ DeSign SpQClrlc3tic717s Watc+'r• iupply In1'Cirfnatl4n SyStem D2titaCid --------------------- -------------------------- ------------- 'aensitv . 0.4-50 120.00 Pss a- 0.00 gpm 112.39 psi DesiSn Area= 3000.00 38.0?'? psi @ 2939.00 gpm @ 952. ? -i- 500 .0 gpi7i ht;:,Se , . A..?1? " ' .? .,. ' ' B::cf .......,r ...._ ...... . . .?.? G?? ;•?•? ? k'y:: ?? e-a? r=? ro-a c?.? - ?9_. ?"p-...._m.,,::..:.. .e ,? :?:.E tl::::? c°?°o ?;:?? ?? :..? ,w:_ ._ ...._?. _ ? ..__ .. ,.:.. .: ?.... .p M r? ? ........ . .i_C... • ? ?'?:. _" ? f._ .. ... •?:f::? x ?PL,";T ....?? :G'tJr ..?... . .-?...J•'TX'??,??. ? ... 1_]. ?b 9 .....n tl'?..`I.' p..::?...::?;? . :.. _A... ' 9 ...... .. .. Notes: List of FitLing ALbreviations ;xamwle: "E27C" = one Stc-l. Elbow, t1wo Std. Tee , and one Check Va Code -Gesr_ription Cvde:DescriPtion Co de:Description Code:pescr-iptiori A = Alarm Va H: Det.Chk.Va 0 = V:B'ba1_], Va. B: B'fly Va. I: 8'ball Va P : W? C: Check Va J: B'fiy Va u Q = X? D: DryPipeVa tC : R ? Y ? E= 5td. Elbow L? LongTurnEl 5 = Z? F= beluge Va_ M? T ? Std. Tee G.? Gate Va N: U : . ,. f ... ., r . .. . . ! . "a1cs?By.? ?b b?? t?DCKI?,00D Cf,?ec,ked: 1/.10/01 Page.: T Ser *310t)?5* , ?x ? og?a'in ; ?"? k?Y = Gr'ow ley Desi9n -Grou P 35 ) 337 7b 64 (2 . _ _ x. , , :'e::r 9,J 9 d"B'C Y"9'9 i::fii. "6` `,x" C? 'd`? ':?.:r q:::a? ?"" ?_ R°'p E°< ._A_ C'?, .Y_ c-3 7""Y ? O?-'I C.:.? ?, ?C? ??''? .?. C::: ? q„»,A .::: a Job ?c: EAuAN ?ULK h1faIL i,ENTER ?p,??y' ?Aa Design density? .25 Supplied f1?w anu pr-?ssur-a is baszd on 112.39 psi auailable at su?oly { ?7.73 psi is actually availabJ.e } R?i?. P?L`S?UR? ?? FL?W ??r?enr ??f. ?t. ?t Pv Fn ?=a?.t???r Actu;?l Minimum ?x,?ess rt:. .?L'J_ G?''./?..? G':.??.' J.r.-Ji1 .J4.? JV.?) ?.?o .:J1i?l .._.._ ?1.4? =_,4•?- S.?G 31 .4 ?l'?.0 ?'..%? Sr?? gi,.? ?'?+ . :. -? _,? , i y ? , ???? Jt . ? ,c.? . G ? v G tl S6?' Sr4 3i'.??? _, .OK !?.c0 ??i.l 3C?.0 1? .i d .?r?4 ?'v-U ??"%.??r' ?F?.G? ?.??0 ?.r .? 30.0 ?l.G''? ??,? JCJV ?FI.?/., 4 ..? ? ?,?V .:•<.7?._ .J?_?.I ?J..? J'J?` :?6T 40 .0:? 4F? .0? _ . ?V 3? .0 ?0 .i? 2r . ? a S?? % . ?o<:S 4J.?i; [j.?,,?,tJ w,e??? _, .^ ?:d.lJ ._:_.;J7 ?,?.i?t `JL`y ?? ..., _ ?V ..Jl '? .'?1,1 J5(,l .l'S jV .V L . %'b .7? 7 ?L? ? Cl J :i . G 1 .., ? . r: 1 J . ? 1.? .:! G . _. `.= li . l7 / . M v .`.! ? ?J . ?`r1 3b.4? ?L?.G7 ?;.?? 3"? .!? 3C?.Q i"i.G-s _71 ?72 3':j.?J? ???.Q?, ?.?.iJ '??,v ?l?.Q __.7=b 57.% 573 44 .34 ?+µ .:34 5 .6G ?i' . _ 30 .0 2=i . ?% S7":3 5%'? ?'JC7 . 5L '?l7 . FG j. bl7 ? 7.? .:?? . ? . jG' , i n S?? 575 4n.53 48.?3 5.6G 3?.G 30.0 30.0=o S75 576 47.9? 47.?8 ?,?0 ?8.? 30.0 2?i.3o S7? S77 32.?.?'s 32.3Y? 5_60 31.y 30.Ci 6.3% Si:? Si6 35,4? ?5.4b 5_b0 ??.3 ?0.0 11.Oo Si8 S7? 3H.5G 3?.50 5.60 3G.7 30.0 15.7% 579 S80 41.b7 4!.?+7 ?_b0 ?E.1 30.0 20.3% S80 S81 47 .28 4i .28 5.b0 38 .5 30 .0 2L"s . ? o S81 - S82 53.?5 53.55 5.60 41.± ?0.0 3?.0% 582 S83 51.7u ?1.74 5.b0 4d.3 30.0 <4.30 58? 584 51 .15 ?1 „ 15 5. b? ?tb _ 1 30 _0 33 .7°-? 584 S8."? 65.83 ??.8? 5.6G 45.? 30.0 51.3°? S85 Sts6 6u.?7 %?b.?? 5.60 4?.:' ?t?,i1 5?.?0 ?85 * '??* ? ` ? ; ?? Calcs By D ? L;OCKWOOD Che ' , cfcerl ? ? ? 1%10/01 :Page ? ??. 2 ? ?; _ °?,i?fi,???°x? ` , ? S Y . . . . G , ? ? ? ? 1 itl,?l ? S . k : ???S?T':*31"?025*?Hvo??rc?a?"e??Pr:?c?rr,m=?hv y i . ,rrni:ilav:?i?aaian ' . . . t=,rn?io.° ?2 _ . ? ` 3 : - €;' a?,?ri?.?P ? ? 1S1-337 .7060 ??Kyt,. ' ; • ? ]_ c::> n.,a ?:.? .e....w ?c:?:C 'r - ?c--? a_.a. TICS? !S. L.t t'a'a a`e-e F.,.3L .7ob No : EAGAN LUL K MAIL CENT ER Zom1E Elev. REF, rlow Pt Pf Pe Pt REF. Elev, F R I C T I O N L 0 5 5 C A L C U L A T I 0 N S V2locity f!. POINT gpm psi psi psi psi POINT ft. Lengtn Fitting L2ngth iotal Pf/ft Diam C Flow fps 46,40 E01 ti 279.1 (i 59.15 3.17 0.00 62.Y2 E02 40.00 12.00 12.00 0.254 2.469 120 279.1 18.7 40.40 E01 >) 279.1 )) 5;.75 -6.90 -6.43 52.41 FO? 41,00 1.00 i 14,00 11.09 0.527 2.067 120 275.1 26,6 40.00 e02 (l 505.7 (( 52.31 6.01 0.00 66.98 =03 40.60 ?2.00 12.60 0.334 3.066 120 565.7 24.5 40.00 E62 >) 286.6 7) 02.92 -7.2; -0.43 55.23 F02 41.00 ?.00 i 10.00 L'•.00 0.654 2.057 120 286.6 21,1' 40.00 :03 861.1 66.38 4.s5 6.00 71.34 e04 40,06 12.00 12.60 0.364 3.548 120 861.7 [l.i 40.00 c03 ii 296.0 ?i h6,38 -7.70 -0.40 58.+35 rOs 41.00 .00 T 1 j0.06 !l.,00 0 J00 2.067 129 295.0 40.00 c04 i( 952.9 lt 7:.14 5.25 0.60 16,60 E0S 40.00 12,00 12.00 0.438 1.548 120 952.y 36,a 46.00 c04 )i 91.1 ;i ?1.34 -0.87 -0.43 10.44 F04 41,00 =,00 T 10.00 1i.00 !).?75 2.067 120 91.1 8.1- 40.00 E05 (( 952.9 l( 10.00 9.47 6.00 66.01 P-46 40.00 20.00 i 20.00 40.00 0.237 4.026 120 952.4 Zs.9 40.00 i95 !i 952.9 (( 86.01 7.48 0.00 93.55 E07 40.40 70.00 i 25.00 i5.00 0.019 5.047 120 y62.9 15.2 40.00 EOi l( 952.9 l{ 71,55 6.53, 6.66 94.47 MO! 40.00 40,00 2! 26.00 66.00 O.OOo" 8.071 120 952.; b.0 41.00 f01_ 164.5 )) 52.41 -10.36 0.00 42.05 565 41,00 5.00 i 8.00 13.06 0.74% 1,610 120 154.5 25.9 41.00 r0? ii 114.5 )) 52.41 -4.44 6.00 47.93 $66 41.00 3.00 i 9.06 11.00 0.40F 1.619 120 114.5 i8.0 41.00 F02 ?) 169.0 )) 55,23 -10.89 0.00 44,34 51"1 41.00 5.00 ? B.00 13.96 0.6:r 1.6's0 120 i69.0 26.5 41.60 F02 )) 117.6 )l 55.23 -4.11 0.00 50.52 574 41.09 3.00 i 8.00 11.00 0.423 -1,610 120 117.6 18.a 41.09 F03 i; 174.6 )) 58.05 -11,51 0.00 47.28 S81 41.00 -5.04 i 8.00 13.00 0.840 1.510 120 114,6 27.4 41.00 F53 >) 121,4 0 58.65 -5.00 0.00 53.85 S82 41.00 3.06 T 8.06 11.00 0.454 1.610 120 121.4 19,1 41.00 104 ?7 41.1 }; 76.64 -3.47 0.00 66.57 586 41.00 5,00 i 8.00 13,04 4,267 1.610 126 91.1 14,'s 40.60 MQ? ({ 952.9 (( 94.07 6.42 16.49 110.99 M02 2.00 40,00 !- 13.00 53.00 0.648 6.071 120 952.9 6.6 2.00 M02 (t 952.5 (t 110.49 4.53 0.67 112.39 M03 0.90 20.00 TLu" 10.60 90.80 0.006 8.110 140 552.7 5.9 41.00. 56? (t 'Q.O fi 28.70 2 J6 O.GO 31.46 562 41.40 ?6,00 10.06 0.276 1.049 120 30.0 11.1 41.00 562 (( 61.4 (l 31.46 2.73 0.90 34.14 363 41.00 10,00 } 10.00 0.273 1.3b0 120 61.4 13.1 41.40 563 i( 94,2 (t 34.19 2.84 0.00- 37.02 $64 41.06 10,00 i 10.06 0.284 1.610 120 94.2 14.8 41.40 Sb4 (l 128.2 0 31.02 5.03 0.00 42.65 565 41.00 10.00 10.00 0.503 1.610 120 128.2 20.2 41.00 566 }) 75.8 1> 41.43 -1.90 0.00 46.03 S67 41.00 10.40 10.90 0.190 1.614 126 15.8 11.9 41.06 S67 )i 31.6 I1 46.03 -0.52 0.90 45.50 S68 41.00 10.00 16.40 0.052 1.610 120 37.8 5.y 41.00 569 (! 30.8 (( 30,31 2.96 0.06 33.21 570 41.00 10.00 10.90 0.290 1.049 126 30.8 11.4 41,40 S70 {(. 63.1 il 33,21 2.87 .0.00 36.07 571 41.00 10.00 16.60 0.267 1.380 120 63.1 13.5 41.00 S11 (t 96.7 t! 36,07 2.98 0.00 39.06 572 41.00 ?o.09 10.00 0.298 1.616 126 S6.7 15.2 41.06 S72 t( 131J 1l 34,06 5,28 0.40 4-0.34 573 41.04 10.00 10.00 0.529 1.610 124 131.7 ^40,1 41.00 574 ?> 77.8 ?) 50.552 -1.99 -0.06 48.53 575 41.00 10.00 10.00 0.159 1.510 120 77.8 12.2 41.06 575 >} 38.6 i> 48,53 -0.55 0.00 47.98 S]6 41.00 10.40 10,06 0.055 1.510 120 16.8 6,1 41,00 571 (f 31.9 (; 32.38 3.08 0.06 35.40 518 41.90 10.00 ?0,00 0.398 1.049 120 71,9 H,8 41.90 578 (( 65.2 (( 35.46 3,05 0.00 38,59 579 41,00 10.00 0,305 1.380 124 65.2 13.y 41.00 $79 ii 106.0 {( 38,50 3.i1 0.60 41.67 S89 41.04 10.04 iG.00, 6."s11 !.616 120 100.0 15.7 41.00 S80 l( 136.1 l( 41.67 5.01 0.00 47.26 58' 41,00 10.00 1_6.00 0.561 1.610 120 135.1 21,4 41,09 582 >) 80.3 7} 53,35 -2.14- 9.00 51.14 3S3 41.00 10.00 ?0.4U 0.2?2 ?.610 120 80.= 12.5 41.00 52.i )i 40.1 ii oi J4 1.58 6,00 51.15 584 41.00 10.06 ?0.00 v.058 120 49.1 6.3 41.04 585 (( 45.4 (3 65.83 0.74 -4.00 66.51 586 41.00 16.00 ?0,00 0.074 i.61G 120 45.4 7.1 ?`. ?A.?LOC1CWOQD.v`Chec4 1/ 101_O1 Rage : 3 arr Grouo: (215)-3:37-7060 :` x : Path Summary Printout for EAuAPJ BULK MAIL CENTER Job No: 1f10/01 System=10 Drawing= Zeud AlC _L E=w: 0°a1 r> ;?::::a? q::::? .::q.? ^y' Principal_ pakh Feeds Fa!h:2 at Pt:FO!, Fa±h:3 at Pt:E0 2. Fat h:5 at At:E03, Fa t`:7 at Ft:E64 kef Elev. Pressura (Fs:) K Flow - (gpm) --- Vzi_oc °----- Diam. ------ Ac.ual -------- f?t±Jng -------- Fitting -------- To±a! ------ Frict, ------ Loss ------------- Elev. !oss ------- Naxt Ref Pt. --- fr. ------- Pt ------- Pv Pii ---------- r3cror ------ Added -------- iotai ------- ros ------ in. ------ Length ----- Suamary -------- !2ngth -------- L2ngth -------- per.ft ------ Total ------ Psi (ft.)' ---------- Pres. ------- °:. ---- --- ------- ------- ---------- ------ -------- ------- ------ ------ ------ -------- -------- -------- ------ (C=i ------ Zu) ------------- ------- ---- Sol 41.00 28.76 28.76 5.60 30,0 30.0 11 .11 1,04i 10,00 10=00 0.2?b 2,16 31.46 S62 Se2 41.00 31.40 5's.4b 5.60 31.4 61.4 13.14 1.,60 ?0,00 10.00 0.273 2.7- 34,i9 553 56;s 41.00 34.19 34.19 5.60 32.1 94.2 14.80 1.510 10.00 10.00 0.234 2.84 s7.02 S64 5e4 41.00 317.02 37.02 5.60 34.1 126.2 20.15 1,610 16.00 ?0.00 0.503 5.03 42.05 S65 S65 4i.00 d2.05 42.05 5.?0 36.3 164.6 25.86 1.610 5.00 ? 8,00 ?"11,00 0.747 ?0.35 52.41 FO! r01 41.00 52,4i :2=4i 114.5 219.1 26.61 2.067 1,06 i 10.00 11.00 0.627 5.3i? 6.43 (1.00 )5;.75 tv"?i E0! 40.60 59,15 59.75 219.1 19.55 2.469 12.00 1-2.60 0.264 3.17 62.92 c02 c42 40.00 62,92 62.52 285.6 565.7 24.qa ;.p5n !2.00 i2,06 0.`?3 4,?ii 66.98 F?7"s E03 40.00 66.96 56.96 296.0 961J 21.83 3.548 12.00 12.60 0.?6' 4,36 71.34 cut r04 40.00 11.34 ?1,34 91.? ;52.4 :0,N4 3.?4E ?^Z.00 12.00 O.438 5.26 76.66 E05 E65 40.00 76.60 76.60 552.9 23.45 4.026 20.90 i 20.00 40.00 0.237 9.47 86.07 E66 EOb 40.00 86.07 86.07 952.9 15.24 5.047 70.40 i 25.00 35.00 0.079 7.48 93.55 e07 E07 40.00 93.55 93.55 552.9 5.y6 8.011 40.00 2! 26.60 50.00 0.008 0.53 94.01 MOi MOS 40.60 94,07 44.07 552.9 5.56 6.071 40.00 ! 13:00 53.00 0.008 0.42 16.49 (38.00 1111.0 M02 (C=? 4G) M02 2.00 111.0 ?1?.0 962.9 5.90 8.110 20.00 TlG 10.80 90.80 0.005 0.53 0.87 j 2,00 j112.4 M43 M03 112.4 .,""""" Path I:-Factor = Ay .86 tl=" ef 'G:-_ i"'3 d'ti4 J? r,::::f. L_ J_ T'"9 Fad by path No.? ------------------------------------------------------------------------------------------------------------------------------ Ref Elev. Pressura (psi) K F!ow (gpm) Ve1ac D+_am. Actuai ri'ting Fitting io!a1 Frict.Loss Eiev. Loss Nezt Ref Pt. ft. F} Pv Pn Factor Addatl To:ai fps in. Lergtn 5ummary L?ng[h Langth par.ft Total Fs: (ft.) Frass Pt. " " """'"'" iL=1[Ol Soe 41.00 45.50 45.50 5.60 37.6 3'.6 5.94 1,610 10.00 10.06 0.057 6.52 46.03 567 567 41.00 46.03 46.03 5.50 38.0 75.n !1.91 1.610 10.00 1D.l0 O.i50 ;.YQ 47.93 566 Sbb 41.04 47.43 47.43 5.50 38.8 114.5 18.04 1.610 3,00 i 8.00 11.40 0,40o 4.49 52.41 t PO? ` r'6? 41.00 52,41 .°^""" 1-111 PaLh K-Facto'r' _ . :. _ Calcs By•D L.OCKWOQD Ghecked By: Page:.P 01 Ser *310025*,HYPBrcalc Program Eiy?Crowley Design Group;.(215} 337-7060 ', 'sr ,.. ,_.; . ,. ???'?T , . 'r .. ?'r `^ .? '. .'L`y'k 44'' . _ - . . . .... ? :. . . . . . . . . . . . . . .. ' .. .. . . . , Path'Gummary Printout for EAGAN BULK MAI! CENTER ° Job No: 1/10/01 Syst4m_10 Drawing-. 1°`` Y;;_x 7.._. J_ a:.::I I.._.. .::N_. .tl....B o!iiJ' . Fed by path No.l Feeds Path:4 a} Pt:F02 - - -------------------------------------------------------------------------------------------------- Ref Elev. Prassure (ps;) K Fiow (gpm) Veloc viam. Rctual f:?ng Fit:ing To:ai Frict.Loss =iev. Loss Nex! Ref Pt. f`. Y: P'J !'0 tdC:JT 4GOed 10?dl ip5 ?0. !cl5:1h SulnildiY !c19:ii _"s6g:h per.ft ioral Pgi ({Y.) Fi25S Nr. 569 41.60 '10.1I 36.3? 5.00 317.8 36.6 11.41 1.049 :0.60 16.00 0.290 2.9fi 510 S70 41.00 ,i3.e"1 33.4-1 5.?+> 12,3 63.1 13.50 1.380 16.00 !t).00 0.e87 2.n7 771 S11 41.Ofi 35.61 "s6.0; 5.o"v 33.6 96.7 15.20 ?.610 10.00 1G.00 0.24b "t.;+o ;;9,??6 S12 572 41.00 39.06 39.06 5.•=4 35.0 !31J 20J0 1.610 10A0 10.06 0.52: 5.26 44.3-4 573 573 4?.00 44.34 44,34 5.50 37.3 ?59.0 25,57 1.610 5.00 T 9.00 13,00 0.83b 16.9y 55.2^? F02 F02 41.00 55.21 55.2; 117.6 286.6 27.33 2,467 1.00 i 10.06 ?1.00 0.659 1.25 0.43 ( 1.06 162.42 E02 E02 40.00 62,92 RaAth K-Factor - 3k- ,i4 :a p:?.. ?.....u .,al, f- P„1 .e:?;R _h:.. y...? fed by aath No,3 --------------------------------------------------------------------------------------------------- Ref Eleu. Pressure (ps') K rlow (gpm) Ue1oc Diam. Actuai Fitting Fit!ing ?otai frict.Loss E1eu. Loss Nest Ref Pt. ft. Pt Pv Fn Factor Added io!al fps ir. !angtn Summary !ength Lengtn per.f? ?o!al Fsi (f:.) Fres= Pt. 576 41.60 41.98 47.98 5.60 38.8 38.8 6:10 1.6i0 i0.40 10.00 0.055 0.55 48.53 575 515 41.00 48.53 46.53 5.60 39.0 11.8 12.23 1.616 10.60 1o.00 0.199 1.39 50.52 S74 S74 41.00 50.52 50,52 5.60 39,8 111.6 18.48 1.6i0 3.00 i 8.00 11.00 4.428 4.71 55.23 f62 F02 41.00 55,23 """''"" AAAAA Fat.h lC--r=actor = 15.82 9-?' ??. ..?.. ....b B"^•9 ?,:?,.. ,:;?. _- •• .7?C:e y._ .:A_ &::-A L-- ..:II_ red by path No.? reeds Path b at Pt:f03 - ------------------------------------°----------------------------------------------------- k2f ciev. Pressure (psi) K F!ow (gpm} Ve1oc Diam: Actua! Fitiing Fitting iotal Frict.loss E!ev. Loss Nez± Ref pr, ft, pt pv Pn Factar Added iotal fps ijn , Lergth Summary !angtil !ength p2r.k± iota'_ Psi ('r±.j Frass P!. iC= :pj S77 41.00 32.38 32.36 5.50 ._., 3i,9 11i.80 i.04y 10.b9 =0.00 6.308 s.09 3:.d'e :ifi 578 41,60 39.46 35,46 5.60 ..._ 05.2 13.y5 ?.31AO !O,vO 10.60 0.105 ±,05 "s5._C 5ii 579 4:.1)0 38.50 38.50 5.60 24.7 I60.0 15.71 1.614 10.00 !O.OG u."s17 "s.li 41.67 i8Q S80 41.00 41.5; 41.67 5.60 36.1 130.1 21.39 1.610 !O.00 10,00 0.50? 5.6? 47.26 S81 581 41.00 41.26 47.26 5.60 38.5 I74.5 27.44 1.610 5.00 T 8.00 13.00 0.890 11.51 58.85 F03 f03 41.00 58.35 58.85 121.4 246.0 28,23 2.067 1.90 T 10.00 i1,00 0.700 7.74 0.43 f1.04 )66.96 E03 E03 46.00 66.98 Path K-Factar = 36.17 ? Ca1cs??YhD2 LdCKW00Dt Checked By Page P 02: ; Ser *314025* Hyprcalc Prnog"ram by Crowley Desa.gn G roupt, (215 )-337-70b0 ?:, `. w!?v n -. k* ` x`? Path'Summary Printout fo.:F EAGAN EVLK MAIL CENTER Job No= 1/10/01 5Ystem:10 Drawing? ZwVs jE/b F." ?E:t ll::. ?, b U'+B a--> :: Fed by path No.S -------------------------------------------------------------------------------------------------------------- Ref Elev. Pressure (psi) I( Fiow (gpm) 4e1oc uiam. pctual Fitt?rg Fitting Toial rrict.loss e1ev, loss Nez! Ref Ft. it, Ot PV Pfl YdCCOi Fdd2d IOfdl iFS iil. :211JtFi SLlmliidiy L2IIytli i-ED9-ii pzi.it i0:d'1 QS1 tft.j F1z55 F7. ---' - --' --' --' (C==201 594 41.00 51.15 51.15 5.60 40.1 40.1 6.29 i.6i0 !0.00 i0.00 0.058 0,56 51.74 S83 563 41.00 51.74 51.74 5,00 40,.' 80.3 12.52 1.614 i0.60 10.60 0.222 2.12 53.1;5 3o2 S82 41,00 53.85 5 "s.55 5.56 41.1 121.4 i9.08 1.610 3.90 i 5.04 i1.00 0.454 5.00 58.31 FO:s r03 4i,0956.85 YctLf"i K-F3?? '-'L;i- = 1 ?5 ,._' j fed bY path Yo.1 - Ref Eiev. Presslire (psi) K Fiow jgpnJ Ve!oc Diam. Ac?ua1 F;t+.ing Fitting ?otal Fric:.ioss c!ev, i_oss NeHt ReT, P!. ft. Pt Pv Fn Factor Add2d Total `ps in. !ength Sunmary Lengtil Langtn per.ft iotal Psi (ft.) 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'".a^. 1 .7L', .. .. `_V.UU 0.10 :.1^ _..__ 55, 112 41"10 25"' ')"' .... _'.` . ... . ..... ..... ::i.'i. ._. ,.,00 0.1 21.71 .... .... 105.7 " '"' " "'. ..., 7.37 _._ o: -_..O :5.f7 :5.1.... _10.4 ::.17 _..,., 1.:0 . ...A _1.00 . . . ... .... .00 01.0 AV: r;02 =0.02 00 ?....,. , ' ?L Jy 16:11 NJJ . ri. i __. . , P.'d55_r: :4 ':oG igam: vn-:C :.a.,.. ri ,i"-. - , T- -.y _.tii;: .v_ -?.2_ . '? -C_C: .__ .,5_ - ?. ;5s 50k: nr= c :?_2'd. _ __ , .. i:. , .,,. . . ':i . w... _.... .?i.__ , - .,i. _i q'- .amma . _ilyii _a1g:,. . ....14 Too_. . _. I .. r r..:. .. 716 41.U?V :!,?i! J!.dl '?.7U >!.. ._.G 4.11 ..7!J ?;U.UV 't.'vU O.?JLi v'... ._.F}i "' 111 d(.V?i :..Y ._.`? :.:?? _1.4 62.7 ?.'.: ?_.:!0 :?.?.?i1J _?..??i ':..?4 1,:4 .:'G.n_ :?_1 Jiv 41.00 ....^i 32.31 ?._!' :21 14. 14.37 1A!V ..UV ,.:W __,OV 113_.l.j 3:.7' :JL "_OG 41.00 _J., •.••"n .- .. _ , : , . -. -' - - ` ' = - - ? :?. i?? . .., . ,.. . . - ? YTi- =?u : . _... 1n.- _ , a _ ? ccvS . __.. _ _. , , ;,,. -e' __" .. „ ° 1i.. l:'Stl ,4 'itw jyCI.J r]_)c 7i_r. ii,.!1_' _ "_Ij _".. , ..-_ _...' _" 10.. _..._ N_. . - ,!,--M 517 t.. sJ _..._ _..._ ..,_ _... _... .,.: _ J,. ...J: '..'JV 0,24 _.,. __... _.i ._. .1 . :9 12.20 '2,70 ,.?14 20,7 ._.. __... ._. 10 .. _.?'?i .. .. ..,..: _ . '?. ._ 2 . .. 513 41 . 00 , _,?. .__ 24.42 ._. _,.. 70.2 __.•U 1 3€0 P.'J4 _.,vV ..-" - . - : .- . __. :GJ 0. 00 __.,. GJ..,, 5.=5 .. ,. ,:".. . ._ 1,00 LG,E) 10.20 1.174 V' JJ.Y .__ 7c! 41 00 58.77 20 .Oi 5.00 7" ,. .t 15:.2 22.04 ._ : =:ii . -?i T. ? t . .'.i;. _.; .VJ . . ? . ?? . . . , . 38.:8 =4:' . q: ii rr?. ? -:n 3t - - :r 22 71 2 06 ;0; '? j 1 00 -'J 11" ? ; ;1 3 468 :^ ? .. 'i a' ? ?I ? 1??J:.^ _ . . . .. ?. . . . . . ?. . . 7 . e?l , V ? r . , _ ? . r? r ? I ? .. ti03 ",'. Ov ,..': a _.. i:-. ___.> _ - - - 1.d1c_ _y ? D . LVCKWVOU l.i"ic -- K?='. r`? pa,g ,`,.%z Ser:*310025* ciyp2i'C3iC Frogram by {_rowley Daa i:an Group, (215)-337-7060 ;-' ci ?? {'I ?`v l! (1 t!1 c 7' Y"1" _ CI :. C- ul Y E i=i G f i N ': LJ I_ iS ?j i i!! l, i=1V I E h J'Cib No -: . (D i a Wiii'?:7_ GO?/G ? 1 a....., .. i ZQ JY r?:ll yl?.? Nc`%`. [c" 3U:1101_i?, "-'-_--""---'--------------------------'-----------"--'--------------------------------------'--"'----'- -----'----------------"' -'-'-'-------------------'--'---"-'-'----""-"""'------'-""'-""--'-----'--'-----"------ i =?t -_.VO 'v I_, V.? ....?'J ?" !.:iV -'.Ci.'JI" _1.1)??'v.1!42 _.4. j"[Z 4_.30 : :V? ;t.J1? ??n.?? ............ f:..-:?_'?I I?•.--Y' :_a': ' _ . _' _ .. . ? ?J ?.....? .,11.... :'.. '1., •? ?.,... .. ? ....y. n.....n ..:.. ,,..._ I: ?' . ?' ??.4 .. ? .....:M. ' n ?, .. . ..... . . ., ,,.., . ? i{'0.! -------------------------------------------- -"__------------------------------------'---------------------------------- ----`------------------------'-----------'-------------------'---°-°----'----------------------'-------------------'----- _? 'j '? Y:. r`, . ?t? f'? _.,... .??i_?cG iG:e! 7 r5 ??i JL? 41_.00 4c?.01 . 4 j,C.J 3 :.i S^.% J.iJ' _.^!6? v4 VU U.V.?J V.:V :c7 ?_.0 0 l.;'' ?.^l? 66.7 ... .]6 _.^1J ?.sV . ^... ?.'iU :.:rV G..:4 . 4;,n? ry?l 704 41.00 +5.85 +5 7C ,. . 7.02 i . i (in, O.U . .-;j . v ? ??.: V..Y 0.4: i, ..QQ j?`rD._. r?V?`r . _.. _.?il l'.? .,.....,.... rtl%?i J V.•i'J 46.87 G;? i": Y. - F Calcs By=D. LOCKWOOD Cheched By: Paga: P-03 5er.*310025* iiypercaic Program by Crowley Design Group, (215 j-337-7060 " ; ? ` ' . . ' . . . . } . -- ---- -- -? ? -------- - - ' u 1-..n i:;_:o if:::::: ?r•?"w a;iiiiu ir•"'?u il"'??q niii:l; ??..._.P II..._... II^c,: il"°'9i ?r:"::i, :::V::: !!...... If.:::': LEXINGTGN HVE. E;;GhN MN Job No : zaL1E ? II ----------------------------------------------------------------------__-___---- - ------------------ ------------------------- ? .. _ .,.. ... , GL5EN F TRE PROTECTION INC. 321 WILSON ST NE MINNEAFGLTS MN 55413 ------------------- -------------------------------------------------- -_____--- Design Specifications Water Supply Information System Dema•nd --------------------- --------------------------- ----------- Density . 0.250 120.00 psi @ 0.00 gpm 11y.54 psi Design Area. 3000.00 38_00 psi 6 2939.00 gpm @ 952.1 apm * 500.0 gprn Hos2 ....... ,_ ' .. ' ?_' r - ...-. . .. +:::"U A:"' ?........ -.. N??? tl'Bl ,c'3 F'B r?=b ? .r::u. , ....... II .... .. ..... .. ,.. , _... •, ,.:: ?.. ..._.. „ _.. .. _ .... • ? ... ? C...7? '?f._ ?. i. JL .?G". m.:.. .. '. -' • " ?.iN ":A :?_.... ...G... tl p Notes : _ .._. ?,...?.. List oT Fitting Abbreviations Example: "E27C" = one 5td. Elbnw, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Ga_scription A: Alarm Va H= Det.Chk,Va u= V: B'bail Va. B: B'-F1y Va. I: B'ball Va P= W: C= Check Va J: B'fly va G Q: X= D: DryPipeVa K: R? Y: E: Std. Elbow L: LongTurnEl S? Z?. F: Deluge Va_ M: T: Std. Tee G Gate Va iV . U. _. .: ,x.,. Calcs By D LOCKWOODk'Chepked .-? A1?10/01 ?page ` Ser•:-*310025? "Hvber'ca`lo`ara?m?h`v C?nwlav.'f)P.cian 6`rniio`'='(?15,1=337-706'O -.'r'3 ?I..JL PB'B Y"0"tl x_=R 7'_' `?„ C} "p'_ '??a ?? 'If' .?N.. 9""Y ?'C . :, . ? ? 'tl._ x:'0. 11'_tl t:?? 1'-B C:?A :?-?. ?:.::? ?:::- .?_ r,'? ?,.•.,p :"•"a' ? Job No : EFauAN BULK M AIL CENTER Desi gn density= .25 Supp lied flow and pressu re is based on 119, 54 psi available at supply ( 97. 75 psi is ac tually avai laLle ) Ref. PRESSURE K FLOW Percenr Ref_ Pt. Ft Pv 10 n F"actar Actual N inimum Excess Pt. 501 2e.66 28.66 5.h0 30.0 30 .0 G.0a a0"_ S02 31.41 31.41 5 .','D1.? ?i1.4 30.0 4 .i .a [:J0 := SO? 34.13 34.13 s . ra0 3_? , i 30 . G ?. % Sij S04 36.'y7 J6. 77 5.60 34.0 30. V L,J .3%o S04 SJOrJ 41.`'/N G"_,?`,-? s .c- C) 36_3 .jV.V C1.0c 50 5 S06 47 . g5 47 .3 S 5. 61 0 38.7 '30 .O 29 . 0 o SGb S0 7 45.196 43 .?5 5.60 36.0 30.0 26. 7=0 80 7 508 45.44 4? . 44 5.?V ::? . i -?0 . 0 G a.%% jOr+ S09 30.26 30 . 26 5.6v ;30 . 8 30.0 2.7% S09 `'?l? .JJ.LF? ..'J.??' 5."'?O J2.c_ 30.0 '....,o :.)lO 36.02 3E,.02 5.60 33.6 3010 12.0o Si1 S12 39.00 39_00 5,60 35.4 30.0 16.7% S12 S13 44.27 44.27 5.60 37.3 30.0 24.3% 513 514 50.45 50.45 5.E0 39.8 30.0 32.7°a S14 515 48.45 48.45 5.60 39.0 30.0 30.0% 525 Slb 47.90 47.90 5.60 3E.8 30.0 29.30 516 S17 32.32 32.32 5.60 31.8 30.0 6.0% 517 S16 35.40 35.40 5.50 33.3 30.0 11.0a S18 S19 38.44 38.44 5.60 34.7 30.0 15.70 519 S20 41.61 41.61 5.60 36.1 30.0 20.3e 520 S21 47.21 47.21 5.60 38.5 30.0 28.30 521 522 53.77 53.7/7 5.60 41.1 30.0 37.0% SGG S23 51.66 51.66 5.60 40.2 30.0 34.6a 523 524 51.08 51.08 5.60 40.0 30..0 33.3% S24 S25 65.73 65.73 5.60 45.4 30.0 51.3% S25 S26 66.47 56.47 5.60 45.7 30.0 52.3% S25 '..a. ... . . . .' . ?y-. . " . ? . ? _ ? ' ? . . 'r'i+'- j . . . . . . . • r. ?. ?.. : - . ' •. ; ' • ?:' , ?? i n:? ':. .i . . ' . : . . . . . _ . '• ?., a. rf.... . ? [? 1 ? .: . . .: '.- .:?1 ? ..i( .?~ _• ? . • . „ „.. CaTcs By D .LOCKWOOD4Qh?eked? ? .< 1/10/01.Page.r2 ? , 'l-lvoPrr^a?l i^ . Drn''aram??v,".'?Crn?.?1 ov ?Civci'c?n .f?rniio ^:f 71 Fi 1 .?37=7C)Fin ' • _ • ?,?r?. _ 4.i 1' Y"B Y'Y"B ?-a '" ., .r'' J' Job No: EAGAN EU LK NIAIL CEyTER ZGUE 1j Elev. REr. Flow Ft Pf Pe Pt REf. Elev. F R I C i ? 0 N L 0 5 5 C A L C U L A T I 0 N 5 Velocity ft. F6INT gpm psi psi psi psi POINT ft. Length Fitting Length To±al Pflft Diam C Fiow fps 40.06 AD1 K 218.9 (i 59.66 3.16 0.00 62.62 A02 40.00 12.00 12.00 0.264 2.469 120 278.9 18.6 40.00 A01 i) 218.4 )f 55.06 -5.99 -0.43 92.33 801 41.00 1.60 i ?0.00 11.00 0.626 2.067 120 218.9 26.6 44.00 A02 (i 565.3 {i 62.82 4.06 0,00 66.68 A03 40.06 12.00 12.00 6.338 3.666 120 565.3 24.5 40.00 A42 )> 286.4 >) 62.62 -1.24 -0.43 55.15 802 41.00 1.00 i 10.00 !1.00 0.558 2.067 126 286.4 27.3 40.06 A03 K 8611.1 (( 56.88 4.36 0.60 71.24 A04 50.00 12.00 12.06 0,363 3.5480 120 861.1 27.9 40.00 A03 1) 295.8 i) 66.088 -7.69 -6.43 58.76 E03 41.00 1.09 T 10.00 11.00 0.699 2.067 120 295.8 29.2 40.00 A64 i( 952.i (( 71.24 8.97 0,60 80.21 A05 40.00 3.50 i 11.00 20.50 0.431 3.548 120 952.1 30.2 A0.00 A04 i) 91.1 71.24 -0.87 -0.4"1 69."r4 904 41.00 1.00 i 10.00 11.00 0.074 2.067 120 91.i 8.7 40.00 A65 952.1 l( 80.21 5.04 6.00 59.25 R06 40.00 90.00 i 25.00 115.60 0.079 5.047 i20 952.1 15.2 40.04 A06 (( 952.1 (( 89.25 11.01 0.09 100.25 A07 40.00 115.00 i 25.00 ?40.00 0.079 5.047 120 952.1 15.2 40.00 A07 (( 952.1 (( 100.25 0.91 0,00 101.23 M01 40.60 70.00 4i - 52,00 122.00 0.008 8.011 120 952.1 6.0 41.00 841 7D 164.4 >> 52.13 -10.35 0.00 41.99 S05 41.00 5.00 i 8.00 13.00 0.796 1.510 120 164.4 25.8 41.00 801 )) 114,4 li 52.33 -4.46 0.00 41.+35 $06 41,00 3.00 T 8.00 11.00 0.407 1.610 120 114.4 18.0 41.00 802 )) 168.9 >> 55.15 -10.87 0.00 44.27 S13 41.00 5.00 i 8.00 13.00 0.831 1.610 120 168.9 26.5 41.00 902 >f 117.5 7> 55.15 -4.70 0.00 50.45 514 41.00 3.00 i 8.00 11.00 0.429 1.610 120 117.5 18.5 41.00 603 ?) 114.5 i> 58.70 -11.55 4.00 47.21 521 41.06 5.00 i 8.00 13.60 0.886 1.610 120 174.5 21.4 41.00 603 }> 121.3 >> 58.76 -4.95 0.00 53.17 522 41.00 3.00 i 8.00 11.00 0.454 1.610 126 121.3 19.1 41.06 544)> 9i.1 J> 59.94 -3.47 4.00 66.47 526 41.00 5.00 T 8.00 13.00 0.261 1.614 120 91.1 14.3 40.00 M01 (( 952.1 (( 101.23 0.42 16.49 118.14 M02 2.00 46.00 L 13.00 53.06 0.008 8.071 120 952.1 6.0 2.00 M02 (( 952.1 (Q 118.14 9.53 0.87 119.54 M03 9.00 20.60 i!5 70.60 90.80 0.006 8.116 140 952.1 5.9 41.00 SOi (! 30.0 (! 28.06 2.75 0.00 31.41 502 41.00 10.00 10.06 4.275 1.049 ?20 30.0 11.1 41.04 S02 l( 61.4 !( 31.41 2.72 6.00 34.13 503 41.00 ?0.00 10.00 0.212 1.380 120 61.4 13.1 41.00 503 l( 94.1 t( 34.13 2.83 0.00 36.97 S04 41.00 10.00 10.00 0.283 1.610 120 94.1 14.8 41.00 $04 (( 128.1 l( 36.91 5.02 6.00 41.99 S05 41.00 10.00 10.60 0.502 1.610 120 128.1 20.1 41.00 SOb >? 75.7 >> 47.85 -1.94 0.00 45.96 S07 41.00 10.00 10.00 0.190 1.610 120 15.7 11.9 41.00 507 )) 37.7 >> 45.56 -0.52 0.00 45.44 508 41.00 10.00 10.00 0.052 1.610 120 37.7 5.5 41.00 S09 {( 30.8 (( 30.26 2.89 0.00 33.16 S10 41.00 10.00 10.00 0.289 1.049 120 30.6 . 11.4 41.00 S10 (( 63.1 (( 33.16 2.86 0.00 36.02 511 41.00 10.00 10.00 0.286 1.380 120 63.1 13.5 41.00 511 (( 96.7 (( 36.02 2.98 0.00 39.00 512 41.00 10.00 10.00 0.298 1.610 120 96.7 15.2 41.00 S12 (( 131.6 (( 39.60 5.27 0.00 44.21 513 41.00 10.00 10.00 0,527 1.610 ?20 131.6 20.7 41.00 514 )> 177.7 >) 56.45 -1.99 0.00 48.45 515 41.00 10.06 10.00 0.195 1.610 120 17.1 12.2 41.00 $15 )) 38.8 ii 48.45 -0.55 0.00 47.90 516 41.00 16.60 10.00 0.055 1.610 124 38.8 6.1 41.00 511 (( 31.2 (i 32.32 3.08 0.06 35.40 518 41.00 10.00 10.00 0.306 1.049 120 31.8 11.8 41.00 513 (! 65.2 {?. 35.40 3.04 0.00 38,44 319 41.00 ?0.00 10.00 0.304 1.386 120 55.2 13.9 41.00 515 (t 99.9 i( 36.44 3.11 0.00 41.61 S20 41.00 10.00 10.00 0.317 1.610 ?20 59.9 15.7 41.00 520 (( 136.0 (( 41.01 5.60 0.00 41.21 521 41.00 i0.00 10.00 0.560 ?.6?0 124 130.0 21.4 41.00 522 )) 86.3 53,77 -2.11 0.00 51.66 523 41.00 10.00 10.00 0.211 1.616 120 80.3 12,6 41.04 S23 i) 40.0 )> 51.05 -0.58 0.00 51.08 524 41.00 10.00 10.00 0.058 !.610 120 40.9 6.3 41.00 525 (( 45.4 l( 65.71 0.74 0.00 55.47 525 41.00 10.00 10.00 0.014 1.610 120 45.4 7.i - .. . _ . " . . . . . . . ' ? N.? ? - ` ' ... . . . . . /. . .. ' - ' .. . . . ? _ - . . . . . . ' ?R:: .,n. Calcs By D;LQCKWOOD Checketl y'? ` 1/10/01A.?Page: 3 s?:`4ar .??1 nn?SVC ? Hvnarr?? 1'r :Grnnrm m li'v Y`rriiFl ov::.flcc i nri f:rnrin "'F 71 K 1-'4 `t? 7-7t1A (1 •? .??* Path Summary PrinCout for EAGAN BULK MAIL CENTER Job No: 1/10/01 System:ll 0rawing: ?.::?b ...... .. .., u 9; ;«: p` ?...x .. r ...... ... . ?,,..., M:P` p 'ti Pri ncipal path Feeds Path:2 at Pt:E01, Path:3 ak Pk:A 02, Fath:5 at Pt:p03, Fath:7 at P±:A04 Ret E12u. ?---- Fressure (psi) ------- K ------- fiow -------- (gpm) ------ Veloc ----- Diam. °----- Actuai --------- fitting ------- Fi:ting -------- iotal ------ rr:_ct, ------ Loss ------------- Eiev. Loss ------- Next --- Rzr` Pt, it. Pt Pv Pn ractor Added Total fps in, Langtn Summary lengt` Leogth per.ft To!al Psi (ft.) Press Pt. (C=? 20) SO1 41.06 28.66 28.66 5.50 30.0 30.0 11.10 1.049 10.00 10.00 0,215 2.75 31.41 562 S02 41.40 31.42 31.41 5.50 31.4 61.4 13.13 1.380 10.00 10.00 0.212 2,72 "14.13 503 503 41.00 34.13 34.13 5.60 32.7 94.1 i4.19 1.6?0 10.00 10.00 0.283 2.83 36.i7 504 :04 41.00 36.97 36.97 5.60 34.0 128.1 20.14 1.510 10.00 iO.00 0.502 5,0^11 41.y9 S05 505 41.00 41.99 41.99 5.60 36.3 164.4 25.84 _.610 E.00 i 8.06 13.00 0.796 16.35 52.33 201 841 41.00 52,33 52.33 114.4 278.9 26.5? 2.06i 1.00 T 10.00 i?.00 0,526 6.89 0.43 ( 1.00 )59.66 A01 A01 40.60 55.66 59.65 218.9 18.64 2.469 12.06 i2.00 0,264 3.i6 02.82 A02 A02 46.00 o2.82 62.82 286,4 565.3 24.47 3.068 12.00 12.00 0.338 4.06 66.?6 ti0 A63 40.00 66.88 66.86 295.8 861.1 27.67 3.548 12,06 12.00 0.30 4.36 71.24 AOd A04 40.00 71.24 %1,24 952,1 30,81 3.640 3.50 T 17,00 20,50 0.437 5.97 90.21 a05 AG5 40.00 80.21 80.21 952.1 15,23 5.04% 90.06 i 25.00 115.00 0.075 9.04 89.25 AOb AOb 44,00 89.25 89,25 952.1 15,23 5.641 115.00 T 25.60 146,00 0.074 11.01 100.3 R01 A01 40.00 160.3 100.3 952.1 5.95 8.0111 10.00 4L 52.00 122.00 0.008 0.97 101.2 M61 M01 40.00 101.2 101.2 952.1 5.95 8.071 40.60 L 13.60 53.60 0.008 0.42 16.49 (58.00 )118.1 M02 (C=1 40) M02 2.40 118.1 118.1 952.1 5.90 8.110 20.00 T!G 70.80 90.80 0.006 0.53 0.87 ( 2.00 )119.5 M03 M03 119.5 AAAAA Path K-Factcir = 87.08 -'t:.. '?...,i 1"4 wz> C;3 V'" ::N.. [::-A I....._ .::8.. 7'"4 Fed by path No.? -------------- ------------------------------------------------------------------------------------------------------------------------------ Ref E1ev. Pressure (psi) I( Flow (gpm) Veloc Diam. Actual Fitting ritting ia±al Frict.Loss Elev. Loss Next Ref Pt. ft. P! Pv Fn r"ac?.or Added iotal fps ii. Lzngth 'sIJmmary Lengt6 Length uer.f: Tota! Fsi (ft.) Fress P!. ------ - iC=120j SOfi 41.00 45.44 45.44 5.60 31,737.1 5.93 1.510 10.00 10,00 0.052 0.52 45.96 507 501 41.00 45.96 45.96 5.00 38,0 75.7 11.90 1.510 10.00 ?0,00 0.190 1.90 41.85 506 506 41.00 47.85 47.85 5.60 38.7 114.4 17.y9 1.614 3.00 i 6.00 11.04 4.407 4.48 52.s"3 801 801 41.00 52.3"3 Path K-Factor = 15_82 ; By U LOCKWOOD Checked Page P 01 *??00??,25* HYPer,?alc Program =by CrowleY.4AesiMgn GrouP,tA,(215 ),'337 r70'6.0 Path"Summary Printaut for EAuAN BULK MAIL CEN7ER Job No: 1/10/41 Syst2m:11 Drawing: ??=" ;!i!?H. "?:_. . ?.....I? ?"?.•? t:.ti. :? ..`TF C,.i?x 7` .. ...?_ +::::A I ..... ... .::R... Fed by pa !h Yo.i Fae --- ds Fath:4 at ------------- Pt:802 ----------- ---- - ------ ---- ------ -------------- --- --- Ref ------ Elev. ------------------ Fressure ipsi} --- ------- K ------ ------- Fiow °------ ------- (gpm) ----- ----- Vzioc ------ ------ Diam. ---°--- -------- Actual ---------------- ---------------- Fi.ting Fitting ---- - ------ Tota! - ------- frict. --- ------------- loss Elev. -------------- Las Ne.rt --- kef Pr. --- ft. ------ Ft ------- Pv Pn ----------- Factor ------- Added ------- iokal ------- fps ----- ir. ------ Langth -------- Summary Langth ---------------- L?ng:h ------ per,ft ------- Tota! Psi ------------- (ft.) Frass ------------- P!. ---- --- ------ ------- ----------- ------- ------- ------- ----- -°--- -------- ---------------- ------ ------- (C=? ------------- LO) ------------- ---- 509 41.00 30.26 30.25 5.60 30.8 30,8 ?1.41 i.049 10.40 i0.00 0.289 2.89 33.10' Si0 SiD 4..00 33,16 ,3.16 5.60 32.2 63.1 13.49 1.360 i9.00 10.00 0.2&6 2.85 56.02 51_l S?1 41.60 36.92 36.02 5.00 33.6 96.7 115.i9 1.6?0 10.06 10-.00 6.298 2.98 39.00 512 S12 41.60 39.00 35.00 5,0'0 35.0 131.6 20.0 1.610 10.00 10.100 0.527 5.21 44.27 S13 S13 41.00 44.21 49,27 5,50 37.3 108.9 26.54 1.610 5.00 7 8.60 13.06 6.937 10.87 55.?5 602 902 41.00 55.15 55.?5 117.5 266.4 27.31 2.067 1.00 i 10.00 11.100 0.1058 7.24 0.43 ( 1.00 j62.82 AD"[ A02 40.00 62.82 -'Al Path K-rractci- = 36 .13 .?.. ? ?,..., .. ., ted by patn No.3 ---°-------------------------------------°--------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ Ref Eleu. Pressure (psi) K Flow (9Pm) Veloc Diam. Actuai Fitting Fltting iota! r"rict.Loss Eiev. Loss Next Ref Pt. ft, Pt Pv on Factor Added iotal fps in. Length Summary Length !eng.h per.rt iotai Fsi (ft.) FT2SS PC. ---------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------ (C=120) Slb 41.00 47,40 41.90 5.50 39.6 38.8 6.04 1.616 10.00 i0,00 0.055 0.55 49.45 515 515 41.00 48.45 48.45 5.60 39.0 77.7 12.22 1.610 10.00 10.60 0.199 1.95 50.45 514 514 41.00 50.45 50.45 5.60 39.8 117.5 18.47 1.610 3.00 T 8.00 11.00 0.428 4.70 55,15 862 802 41.00 55.15 """""" AAA-A Path K-Factor = 15.82 : i_7t A:m -1 .,. Y•,,.p r..? ,... .".':.F u;.z:? N.... .??.. +?.._:6 R..... .. ::N.. r"ed by path No.i Feed ---- s Fa'th:6 at ------------- Pt:803 --------- - --- ----- ------- ------ ------- ------------- °-- ---- Ref ------ Elev. - ----------------- Pr2ssur2 (psi) - - ------ K ---°-- ------- rlow -------- -------- (gpm) ------ ------ Veioc ------ ------ Diam. --------------- --------------- Actual fitting ------- ------- Fitting -- ------- iotal ------- Friet. ------ i_as5 ------- F-lev. ------------- Loss Nezt ---- Ref Pt. ---- ft. ------ Pt ------- Pv ?r ---------- Factor ------ Addzd ------- iotal -------- ?ps ------ in. ------ Leng?hSummary -------------- iengrh -------- Length ------- c2r.ft ------- iota! ------ Psi ------- (*`.) Press ------------- Ft. ---- ---- ------ ------- ---------- ------- ------ -------- ------ ------ --------------- ------- ------- ------- (C=1 ------ 29J ------- ------------- ---- S:) 41.00 32.312 32.s"2 5.60 3i.8 31.8 11.79 1,049 10.00 10.00 0.310n- 3.Q8 35.40 51b S18 41.00 35.40 35.40 5.60 33.3 65.2 11.94 1.380 10,40 10.00 0,304 3.04 38.44 519 519 41.06 38.44 38.49 5.60 34.7 99,9 15 JO 1.510 10:40 10.40 0.317 3.17 42.6i S"t0 S20 41.00 41.61 41.61 5.60 35,1 136.0 21.38 1.610 10.00 ?0.00 0.560 5.60 47,21 521 S21 41.00 47.21 47,21 5.60 38.5 174.5 27.42 1.610 5.00 T 8.00 13.00 0.888 11.55 58.16 d03 803 41.90 58.76 58.76 121.3 295.8 28.21 2.067 1.00 i 14.00 11.00 0,695 7.64 0.43 { 1.00 )66.88 A03 A03 40.00 66.88 -AAA """""A Path K--ractor = 36.17 . ' _ Calcs By D LOGKWOOD Checked By - r, Page , P 02 p r ??k t5er ?31-0425* F{y(,SpYC31G Pr.ogram by Crowley Designj??? oup ,( 215 )-337 7060 JS? y ?,? ? .} x ?h1 - _ - , i st?.. : . . . _ . . . .. Path'Summary Printout for EAGAN BULK MAIL CENTER Job No= 1l10l01 System:ll Drawing: Z40AJ6 i fed by path No.S ------------------------------------------------------------------------------------------------------ kef Elev. Fressure (psi) K F1ow (9Pm) Ve1oc Diam. Actua! fitting fitting iotal Frict.Loss Elev. Loss Next Ref P!. ft. Pt ?v Pn Factor Added iotal fps in. Length Summary Length !2ngth per.ft Total Fsi Frzss Pt. -------------------------°-----------------°----------------------------------------- iC=120j S24 41.00 51.0+3 5i.05 5.60 40.0 40.0 0'.29 1,610 10.00 N.00 6.OSd 0.:r S:.ob ,;"s 523 41.00 ,1.66 51.60 5.60 40.2 ;0.3 12.02 1.610 10.00 10.00 0.2i? -,11 53.77 ;22 S22 41.00 5:.7i 5?.ii 5.60 41.1 121.3 15.07 1,6's0 3.06 i 8.00 11.00 0.454 4.39 58.76 dQ? 303 41.00 56.16 .. """ Fath 'r;--r=acror = 15.?3 F:',? ?.'_ d.....N ?^.,.1? q: ?:: ,:•r red by path Yo.? --------------- ------ ------------------------------°------------------------------------------------ ----- Ref Elev. Pressure (ps:) K rlow (gpm) Ve1oc uiam. Actuai Fitting Fitting iotal Frict.loss Eiev. Loss Nex? Ref Ft. ft. Pt Pv Pn factor Added Total fps in. Lengt? SummaTy iery:h Langth per.ft io'al Psi (ft.) ?ress .01'. - - - ----------------------------- ---- ------ -(C=120) S25 41.00 05.13 65.73 5.60 45.4 45.4 7.14 1.610 10.00 10.00 0.074 0.74 66.47 526 S26 41.00 66.47 66.47 5.00 45.7 91.1 14.31 1.610 5.00 i 8.00 13.00 0.267 3.47 09.94 504 804 41.00 69.94 69.94 91.1 8.68 2.051 1.00 i 10.00 11.00 0.079 0.87 0.43 ( 1.00 )11.24 A04 A04 40.00 71.24 """""` AAAA1 Path K-Factor = 10.79 Calcs By,D , LOCKWOOD. Checked By: Page P-.03 ' .Ser *310Q25* HyperCalc Program by '.Crowley °:Design Group,>y (•215 )-337-7060 ? .';•. i tt 1:':'r' i5 .;.rta?'?'w fi,',Y N ._ . .. .. . .. .. . . ' . :.,F.: `y.o- -. ' . ' ' . . . ' .. ; . - . . _ . _ r. . . . . . ---__------------------------------------------------=:.-'--------------------------- ,?:?r ?C_? r"'s I.I........ u;..?' ?I.....? II....._ a•'••^-u _IC" ::N:: a'"a 1?4 a..._,u a__ H..":: P'°"1 :!n__ LEXING70N AV c =AuAN MN JDb Nc ? zGAJE I Z• -------------------------------------- oe:_h c_A if:: OLSEN FIRE PRGTECTIvN INC. 321 W I L S GN =T NE P1INNEr-1POLTS' [1N 5 5423 ---____------------------------------------------------------------------------ Design Specifications Wat2r- Supply Information System Demand --------------------- -------------------------- ---- -------- Density • 0.250 120.00 psi @ 0.00 gpm 111.61 psi Design Area: 3000_00 38.00 ps_ @ 2939.00 gpm ia 1015.? 9Nm + 500.0 gpm Hosa J_ ["=a ?t:_ .:'?x. ..?... ]C> ?? Y'Pl ai 7"'0 c-A :A.. N,':n J._ n:.-5 ".."' ?m ':?I_. .:I_. .?l_ . .... ??' tl'1l ?:: . ..71_ ::il... c.... ,,. ,........ . .. _.a? - .?:::::. ..... _.. .. . ... .... ..... .... ?' p ,._n ,...... ..... ? ... .... ... j .?::::. ]L ?"?" _. 6- 1 Not2s- List of Fitting Abbrevi.at:.ions Example: "E2TC" = one Std.. Elbow, two Std. Tee , ancE ana Check Va Code:Description Code:Description Code.Description Code.Descriptiori H= Alarm Va H: Det.Chk.Va v: V: B'ball Va. B= 6°flv va. I: B'ba11 va F: w: C: Check Va i : B'fly Va G Q : X: D: DryPipeVa K: R ? Y: E: Std. Elbow L: L'ong7urnE1 S: Z: F= Deluge Va_ M= T: Std. Tee G= Gate Va ,. . ..._ . ? N; _ U: . . , .,. y ' Y ?. . • ' . .' .. `, ? . ? r „Calc : ? .. : :.„ . 1%10/01- s' By D ;LOCKWOOD Checked . . Pagea 1 ? - ' £ ';Sers: *310025?: -Hvoarca'1'`?..tPriior'?m hv , , ; i^rni.,l av' )PG i a n f;rniio _ "( 21 5) "337-7060 'P ? Y-p"Y tl77 .Y.._ ,P". B::iL 'Y""p c:'"'V 1..1 C'> "?'E; ?'?..Jl .7ob No= EAGAN BULK i`1AIL CENTER ??E ={?Z Design density= .25 5upplied flow and pressure is basad on 111.61 psi available at supplv i 95.92 psi is actual.ly availabie j Refi. PRESSUFE K FLOW Percent Rer. Pt _ Pt Pv On t-ac tor Actua1 Minimum Excess Pt - J31 28.70 c??'J .70 J.LL) "3^?._. V.V ...?_.y U .V G.On •6 .?_ S32 '3 0 . 90 ? O. 50 5, cG 31 .1 30 . 0 3 , 70,1 532 333 33./?1 ?:_3 .61 5.6G 32.5 30.0 8.3% 151 "33 S?4 3?.S5 5.60 35_2 3 ii .t? 17.?°0 S 1 4 S .J 5 LF?'F.i?.i uLF.fJL S.70 / J/ .4 30 .0 24 .`'y/9 J. i S36 52.75 h2 .7/ 5 S.=Cl 40.7 :0.?? .i o _ 537 ?4.5S ?4.55 5.60 41.4 30 .G J.JL) 411.1 .'V.U J.rv.U'o -.136 `J39 29 .25 :7.25 5.60 .SV.... ,'So .V ! .V% `J?._.?'.'. Su0 ?1.4`?i ?i.4? ?.oG 31.4 ?u.V ?+.'0 5?+0 541 :"s4 .24 34.24 5.100 321.8 30.0 54 1 S42 40 . LCi :lO . 29 . 5.60 . .JJ ..5 j0. l7 'i ._ . Jpv CJ4G 543 45.45 45.45 5.50 37.8 30.0 26.0o S43 S44 53.71 53.71 5.60 41.0 30.0 35.7o S44 545 55.55 55.55 5.60 41.7 30.0 39.0% S45 546 54.92 54.92 5.60 41.5 -50.0 38.3% S46 S47 30_23 30.23 5.60 30.8 30.0 2.7% S47 S48 32_54 32.54 5.60 31.9 30.0 6.30 548 S49 35_36 35.38 5.60 33.3 30.0 11.0e 549 S50 41.62 41.62 5.60 36.1 30.0 20.3% S5O 551 46.93 46.93 5.60 38.4 30.0 28.0% 551 552 55.45 55.45 5.50 41.7 30.0 39.0% w52 S53 57.34 57.34 5,60 42.4 30.0 41.3o S53 S54 56 .70 56 .70 5.60 42.2 30.0 40. 7% S54 555 65.20 65.20 5.60 45.2 30.0 50.7% S5S S56 65.93 65.93 5.60 45.5 30 .0 51.7o S56 S57 68.58 68.58 5.60 46.4 30.0 54. 7 0 S,7 ;„ _?< Rk Calcs "0 CKW0 0 D41Checked T : ' 1/10/01 : Pa'ge: 2 -?SPr.':?-?t I hA7K?: 4lvnarnr.?7r?--'Dr'r,:7ram•hv fi-?1:?ic'v rtocinn rrnrin 'C?1K1 '?'?7=7C?1?n ' . C:> Mo y?:N. .tl...d < =:? P> .W.._ A,_.N. "Y""' .0:? 4,_.! tl"M"p U"N"p ' •M... ,? ,. Z - - Tob No: EAuA N BU K MA L SL CENT ER C/t16 E1ev. REF. Flow P. Pf Pe Pt REf. Elev, F R I C T I G N L 0 S S C A L C U L A T I O N S Velocity ft. POINT gpm psi psi psi psi POINT ft. L2ngth fi±tiog Length io!al Pflft Diam C Fiow fps 44.00 i,01 (( 289.4 (( 65.25 1.16 0.00 66.42 C02 40.00 12.00 12.00 0.096 3.668 126 289A 12.5 40.00 C01 )) 289.4 13 65.25 -7.38 -0.4's 57.4"s 041 41.00 1.40 i 10.00 11.00 0.671 2.067 120 289.4 27.6 40.40 C02 (( 581,4 li 66.42 2.11 0.00 58.53 CO"s 40.00 12.00 12.60 6.176 3.548 120 ,91.4 18.8 40.00 C02 ?> 292.1 i? 50.42 -7.51 -0.43 58.48 002 11.00 1.00 i 10.00 11.00 0.682 2.067 120 24?.? 27.8 40.00 C03 (; 878.3 ?l '"00.5? 4.52 0.00 73.05 C04 40.00 12.00 12.06 0.377 3.548 126 813.3 28.4 40.00 C03 ;) 296.8 58.53 -7 J3 -0.43 66,36 903 4?.00 !.00 i 1-0.00 11.00 0.703 2,067 120 295.8 [o,? 44,40 C04 (Q015.3 {( 13.05 3.i4 0.06 75,25 C45 40.00 12.00 12,00 0.266 4.625 120 2;15 40.00 C04 )i ??i.l )) %3.05 -1.85 -0,43 70.71 004 41.00 ?.OD i !0.00 i!.00 0.1-68 2.057 120 131.1 !3.1 40.06 i,DS (t1015.3 i? ib=25 13.72 0.00 89.97 1^06 40.90 130.64 i 25.00 155.00 0.099 5.047 120 1015.3 i6.2 40.00 C06 ((1015.:; (l 89.97 2.66 0,00 92.02 C07 40.60 22.00 L 6,00 30.00 0.069 5.047 120 1015.3 !h.2 40.00 C67 (l1015.3 (i 92.52 0.55 0.00 53.11 MO1 40.00 35.00 21 25,00 61.60 0.009 8.67? 120 1015.3 5,3 41.00 091 1) 205.9 1} 57.43 -4.69 0.00 52.75 536 41.60 3.00 i 16.00 13.00 0.36! 2.367 120 206,5 13.7 41.06 DO1 >> 62.5 }) 57.43 -2.89 0.00 54.55 537 41.00 5.00 i 6.00 1j.60 0.222 1.610 120 82:5 13.0 41,00 D02 f) 298.8 i? 58.48 -4.77 6,00 53.71 _ 544 41.60 3.00 i 10.00 13.00 0.1367 2.067 120 208.8 19.3 41.00 D02 )> 83.2 )? 58.48 -2:44 0.00 55.55 545 41.60 5.00 i 8.00 13.00 0.226 1.610 120 83,2 ?3.1 41.00 D03 f}212.2 f? 50.36 -4,91 0.00 95.45 $52 4?,00 3.00 T 10.00 13,00 0.378 2.067 120 212.7 24,2 41.00 003 >1 84.6 )? 60.36 -3.02 0.00 57.34 553 41.00 5.00 i 8.00 13.00 0.233 1.610 120 84.6 13.3 41.40 D04 )1 137.1 )] 70,77 -2,19 0.00 66.58 557 41.00 3.06 T 10.00 13.40 0,168 2.061 120 137,1 13,1 40.00 MO? fi1015.3 (( 93.17 0.48 16.49 110.14 M02 2.00 40.00 L 13.00 53.00 0.009 8.071 120 1015.3 6.3 2.00 M02 ((1015.3 ?l 110.14 0.60 4.&1 111.61 MO"s 0.00 20.00 iLG 70.80 90.30 0.007 5.110 140 1015.3 6.3 41.00 531 (( 34.0 (( 28.70 2.20 0.00 30.90 532 41.09 8.00 8.00 0.216 1.049 120 36.0 11.1 41.00 532 (( 61.1 t{ 30,90 2,70 0.00 33.61 S33 41.00 ?0.00 10.00 6.216 1.380 120 61.1 1"s.1 41.00 S33 !( 93.6 l( 33.61 5.95 0.00 39.55 S34 41.00 10.06 10.00 0.545 1.380 129 93.6 20.0 41.00 S34 (i 128.8 (( 35.55 5.07 0.00 44.62 S35 41.00 ?0.40 10.00 0.507 1.610 120 126.8 20.2 41.00 535 K 166.2 l( 44,62 8.12 0.00 52.75 536 41.00- 10.00 14.00 0.822 1.610 120 166.2 26.11 41.00 537 )) 41.1 }? 54.55 -0.61 0.00 53.93 538 41.00 10.00 10.00 0.661 1.614 126 41.? 6.5 41.00 539 (( 30.3 (( 29.25 2.24 0.00 31.49 S40 42.00 8.00 8.00 0.280 1.049 120 30.3 11.2 41.00 540 (l 61.7 (l 31..49 2,75 0.00 34.24 S41 41.00 10.40 10.00 0.275 1,380 120 61.7 13.2 41.00 S41 St 94.5 t( 34,24 6.05 0.00 40.29 542 41.00 ?0.00 i0.00 0.605 1.380 120 94.5 20.2 41.00 542 (l 130.0 t( 40.29 5.15 0.00 45,45 543 41.00 1Q.")Q 10.00 0.510 1.610 ?20 130.0 20.4 41.09 S43 ({ 167.8 (( 45.45 8.26 0.00 53.71 544 41.06 iO.00 10.06 0.826 1.610 120 167.8 26.4 41.00 545 )1 41.5 )} 55,55 -0.62 0.00 54.92 546 41.00 10.00 10,00 0.062 1.610 120 41.5 0.5 41,00 S47 {( 30.8 t( 36.23 2.31 0.06 32.54 548 41.00 8.60 8.00 0.289 1.044 124 30.8 1t.4 91.66 S46 i( 62.i ii 32:54 2.84 0.00 35.38 549 4 L 00 10.40 10.00 4.264 1.380 124 52.7 13.4 41.00 S49 96,0 ft 35.38 5.24 0.00 41.62 550 4?.00 16.00 10.00 0.524 1.380 120 46.0 20.5 41.06 550 t( !32=2 (( 4.i.62 5.32 0.00 46.53 551 41,00 _0.00 10.00 0,532 1.510 124 1'32,2 29.8 41.00 551 (( 170,5 it 46.93 8.52 0.06 55.45 S52 41.00 !Q.oO i0.00 0.fi52 1.610 120 170.5 26.n 41.00 553 )> 42.2 )> 57.34 -0.64 0.00 56.70 S54 41,00 1D.00 1110.00 0.064 1.610 120 42.2 6.6 41.00 555 (l 45.2 (f h5=20 0.73 0.06 65.93 S56 41,00 ?0.60 10.00 0:075 1.610 120 45.2 7.1 4i.06 556 (! 90,1 tl 65.93 2.65 0.00 68.58 S57 41.00 i0.60 ?O.uO 0.255 1.610 120 99.7 14.; n?,? , ,.'. Calcs By?,,t? LOCKW,90Ds Checiced? ,,1/10/01 Page: 3 < { ' '_,jtr# _?-?Ser •*310025*- tivpeYcalc•'Proaram b'v •?rnwlev Desian Grouo. (21 5 )-337-7060 Plath SummaYy 7c,b No-4 Frin*_out for EAGAN 6ULK MAII,. CENTER 1l10/01 System:12 Drawing; AkrZ ?'='" r?:d. ?::::. ?"?Y ?'''•? w?? ':: .?_ v?:.:?:, riii? s? :II"9"B 4::::;n "?:::'.. iiii:: r ..A .. ::.. r,:..? `???? ?.... R. J:?:3 ?:::.7 ...?... ;'r^" Pri ncipal path Feeds Path:2 at Pt:D01, Path:3 at Pt:C 02, Pat5:5 at Ft:C03, Fa0j:7 a' Ft:C04 Ref E!2v. - ----- Pressur2 (psij ------- R ------- f!ow -------- {gpm) ------ Ve!oc ----- Diam, -------- Ac+_uai ------- Fitting --------- Fit±ing -----° iota! ------ Fric±. ------ Loss ------------- F!ev. Loss -------- iIext --- kef Pt. ft. Pt Fv Pn Factor Added iotai ips in. Length 5ummary Lengtn Laryth per.f: iota_ Psi (f•'..) Fress P. i C=? 2a ) 53l 41.00 28,10 28.10 5.64 36,0 30.0 ii.!i 1.04? 6.40 8.00 0.275 2.20 30.96 3"12 532 41.00 30.90 _0.y0 5,00 i?.i oi,i i3.06 1.380 i0.00 10,00 O.uQ 2.70 S?3 S33 4i.00 33.0'' 3"a.51 5.60 32.5 y3.5 20.02 1.380 10.00 10.06 0.575 5.y5 39.55 534 S34 41.06 39.55 39.55 5.0 35.2 128.8 20.25 1.610 10.00 19.00 0.50i 5.07 44.02 535 S35 41.40 44.62 e4.62 5.60 31.4 166.2 26.i3 1.610 10.00 10.00 6.812 6.?= 52.75 536 $36 41.00 52.75 52.75 5.60 40.1 205,? 19,73 2.061 3.00 i t0.00 13.00 0.36i 4.6?? 57,43 DO? DO1 41.00 57.41" 57.43- 82.5 2b9.4 27.59 2.067 1.00 T 19.00 11.00 0.671 7.36 0.43 (1.00 )65.25 i.01 -CO! 40.06 65.25 65.25 287,4 iL5s 3.058 ?2.00 12.00 4.099 ?.1x 66,42 C02 C02 40.06 66.42' 66.42 242.1 581".4 !B.BL 3.548 12.00 12.00 0.176 2.11 'ob.is i.03, t03 44.00 58.53 58.33 246.3 878."s 26.42 3.548 12.00 1-2.00 0.377 4,?2 73.05 COd C04 40.00 73.45 "3.05 137.1 1015.3 25.52 4.02h 12.00 12.00 6.26o 3.19 16.25 i,05 C05 40.00 16.25 76.25 1015.3 15.24 5.047 1_30.00 i 25.00 155.00 6,089 13.72 89.97 C06 _ C06 40.00 89.91 89.97 1015.3 16,24 6.447 22.00 ! E.00 30.00 0.08Y 2.66 92.62 C67 C01 49,00 92.62 92.62 1015.3 5.35 8.071 35.00 21 26.00 61.60 0.009 0.55 93.11 MO? MO? 40.00 93.17 93.17 1015.3 6.35 8.011 40.00 ! 13.00 53.00 0,009 0.48 16.49 (38.00 )110.1 M02 . (C_i qp) M02 2.00 116.1 110.1 1915.3 6.25 8.110 24.00 iLG 10.60 90.50 0.007 0.60 0.87 ( 2.00 )111.6 M03 N03 11i,6 """""" Path K-Fac*_or = 96.11 ...: _ . . .. .::? +:?i ?._ .:a?... I....o Fad by path No.l ? ------------------------------------------------------ ------------------------------------------------------------------------- Raf E1av. Przssur2 (psi) K Ftow (gpm) Ve1oc Diam. Ackual Fittiog Fittiog Total Fric,.Loss r1ev. loss Ne?t ReT Pt. ft. P! Fv Pn Factor Added iotai_ fps in. !ength Summary iangth !?ngth p2r.f! io!al Psi (f±.) Fr2ss Pt. ------ iC=!20i 538 41.00 53,93 S3,y? 3.60 41.1 41.1 6,46 1.610 ?0.00 16,06 0.06F 0.6i 54.55 537 537 41.00 54.55 54.55 5,60 41;4 82.5 12.95 1.616 5,60 T 8.00 1'1.09 0.222 2.89 57.43 ;0? DQi 41.00 57.43 "."... Path K--t=:i,?f_or = iG.r?c3 - ?..a4?..a ul Cv ?.,v?..nwvvv \.?IC?.ncu 1.)7 .. ' ra,yc^ r v?. _. ?a, 9Y'- f ...sSeY *310025* Hypercalc Program bY Crowley Design Group, (215)-337-7060 . . . . .. . . . . . ,? . _ ?. Path 5ummafiy Printout for EAGAN 3ULK MAIL. i,ENTER 7a`) No+ 1l10/01 Systam?l2 Gral^ling: Za?? ?!Z p:?ti? eiii5. 'N::_ ?.....? fl?•s?.p r,;:?? , .. Fad oY Path Ne.! feeds Path:4 at Pt:D02 ,------------------------------',?y:----------------------------------------------°---- - Raf Elau. Pressure (psi) ? r-?ow (gpm) Va1 oc D?am. Rc`?ia - :_?1!ig Fitting iota! fr?ct.!oss Elev. Loss Next Rer Pt. --- ft. ------ Pt Pv ----------- Pn ------- Factor ----- Added ------- ic:al ------- ?ps ------- in, ------ Lergth s'ummary -------------- Langih -------- Length ------- per.f' ------- ic+.al - °-- Fsi (4!.J Prass -------------------- Pt. ---- --- ------ ----------- ------- ------ -------- ------ ------- ------ -------------- -------- ------- ------- ------ -------------------- ---- J3Y 41.00 2".25 29,25 5.60 10.3 30.3 ii,l'i 1,047 tl.00 8.00 0.2,00 2.24 31.4Y 540 S40 41.40 31,45 31.49 5,60 31.4 61.71 13,41 1.^180 i0.00 10.00 G.,7.; 7.75 ±4.24 541 541 41.60 34.24 34.24 5.60 32.8 94.5 20.21 1_.380 19.00 ?0.60 0,605 5.05 40.e9 y42 542 41.00 4.29 40.29 5.00 35.5 130.0 10.44 1.010 16.00 10.09 0.,;?5 ?.16 45.45 543 543 41.00 45.45 45.45 5.60 37.8 167.8 26.37 11.610 10.00 10.00 0.826 8.25 53,11 S44 S44 41.60 53.71 53,11 5,60 41.0 208.8 19.r1 2.061 3,00 i 10.00 13.00 4.361 4,i7 56,45 D02 D02 41.00 58.48 58.46 83.2 292.1 27.85 2.067 1.90 i 10.6+7 ±1.60 0.e82 7.5? 0.45 j1.00 j56.42 C02 C02 40.60 66.42 ^AAAA .,°"" F'' c? t l-1 ''?? -- i:3 C= O•i- _ ? _5 . L? 4 r--..h r. .. ... .... ... :_ d . . ' Q... "? " ?:. ,,.d ? r,.._.y ,... ,... :d::.6- .... ?'?? ::ick '.?.... ?•'`? ,.....4. ?.. N....? . Fed by pakh No."s ----------------------------------------------------------------------------°------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------ Ref Eleu. Pressure (psi) K rlow (gpm) Veloc Diam. Actual Fit:iny F:tt?rg Total Fr?ct.Loss E!ev. Loss _Nezt Ref Ft. ft, Pt Pv Pn? ractor Adtled Total fps io. Lengtn Summary Length Length? per.ft Tatai Psi (ft.) Fress Pt. -------- -------------------- -- iC=120) $46 41.00 54.92 54.92 5.60 41.5 41.5 6.52 1.610 10.00 14.00 6.062 0.62 55.55 S45 545 41.06 55.55 55.55 5.60 41.7 63.2 13.68 1.610 5.00 i 8.00 13.00 0.226 2.94 58.48 002 D02 41.00 58.48 """A"" ,,,.,.,... P3ti1 fti-FaCtOY = 10.88 ? °:'?, .,.. ... .. . .. i .... x::::? !f.._.. J. .U.. Fed 'oy path No.i F2eds Fath:b at P+.DO"s Ref Etav. PresSure (psi) K, Fiow ----- (gpm} ------- Va1oc ------ )iar. ------- Actual --------------- =itt:ng Fitting -----° To±a! --------------- Fric±.!oss *1ev. 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J:If w1. ?? L:.: 0 8 LJ.?YJ ?.•:0 L7.. ?!??T.'i _6.':: _.n_?i 1?'i .'.io _?i.?vY`? .. ... ..... .'i?.l: :.??_ 551 ? 1 / YL.V?? .fU.M! 30.41 :.'!0 501 _:V.H :1.3: _.h_l' 10 Ao 10.00 0 . _'^/ 5.3' 36.0: .'.L 552 ai.ou :628 Sh.os ;.no :,., ;;o., 16.2: _.:,6; :Y : ...sa __.:0 0. 152 30 ..... ... D03 41 .OG :; §. 3h 31.:5 68Q 2:8 .. __.:. _.v:" _... " ... ^. ?? ? G ,;"u ' ._. ' ? 0. 1? ,_ , _.:)u `4 . •h ? ? :. C03 40.OG 4415 -11 ."",°" Fa*_h - ?." . n0 i,alcs By :D. LOCKWGGD Ch2ch2d cy : ra.ga ; F-02 Ser :*310025* Hypercaic Frogram by Crowley Design Group, ( 215 )-3?,7--70r,C} ?t. ?c) 61, C.o 5?cz?,or? 10 city oF eagan PATRICIA E. AWADA Mayor February 8, 2000 Mr. Steve Hall Bulk Mail Center 3165 Lexington Ave. Eagan, MN 55121 Dear Mr. Hall: PAUIBAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A. MASIN Council Members THOMAS HEDGES Cily Administrator E. J. VAN OVERBEKE City Clerk This letter is in regards to the fire alarm for your building. As we discussed on the phone, under the Uniform Building Code and Uniform Fire Code, the fire alarm is not called for in this type of building, so the modification you would like to make will not make your building in non-compliance. Also, since you are part of the U.S. Government, the building and fire codes do not apply to this building. If you have any questions, please feel free to call me at (651) 681-4679. Sincerely, Lb_ ? ? ? ? Dale Wegleitner Fire Marshal cc: Doug Reid, Chief Building Official MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE: (651) 681-4600 FAX: (651) 681-4612 TDD:(651)454-8535 TNE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN Equal Opportunity Employer MAINTENANCE FACILIN 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 PHONE, (651) 681-4300 FAX:(651)681-4360 TDD: (651) 454-8535 (D fC)c)o - 0 I f-O I F April 1, 1997 Minnesota Pollution Control Ms. C.J. Romain US Postal Service 200 South First Street, Room 203 Minneapol;s, Min:.esota 55401-9550 RE: Petroleum Tank Release Site File Closure Site: Bulk Mail Center,. 3165 South Lexington Avenue, Eagan Site ID#: LEAK00009708 Deaz Ms. Romain: We are pleased to let you know that the Minnesota Pollution Control Agency (MPCA) Tanks and Emergency Response Section (TERS) staff has determined that your investigation and/or cleanup has adequately addressed the petroleum tank release at the site listed above. Based on the information pmvided, the TERS staff has closed the release site file. Closure of the file means that the TERS staff does not require any additional investigation and/or cleanup work at this time or in the foreseeable future. Please be awaze that file closure does not necessarily mean that all petroleum contamina6on has been removed from this site. However, the TERS staff has concluded that any remaining contamination, if present, does not appeaz to pose a threat to public health or the environment. The MPCA reserves the right to reopen this file and to require additional investigation and/or cleanup work if new information or changing regulatory requirements make additional work necessary. If you or other parties discover additional contamination (either petroleum or nonpetroleum) that was not previously reported to the MPCA, Minnesota law requires that the MPCA be immediately notified. You should understand that this letter does not release any party from liability for the petroleum contamination under Minn. Stat. ch. 115C (Supp. 1995) or any other applicable state or federal law. In addition, this letter does not release any pariy from liability for nonpetroleum contamination, if present, under Minn. Stat. ch. 115B (1994), the Minnesota Superfund Law. 520 Lafayette Rd. N.; St. Paul, MN 55155-4194; (612) 296-6300 (Voice); (612) 282-5332 (TTY) Regional Offices: Duluth • Brainerd • Detroit Lakes • Marshall • Rochester Equal OppoRunity Employer • Printed on recycled paper containing at least 20 % fibers irom paper recycled by consumers. Ms. C.J. Romain April 1, 1997 Page 2 Because you performed the requested work, the state may reimburse you for a major portion of your costs. T'he Petroleum Tank Release Cleanup Act establishes a fund which may provide partial reimbursement for petroleum tank release cleanup costs. This fund is administered by the Department of Commerce Petro Board. Specific eligibility rules are available from the Petro Boazd at 612/297-1119 or 612/297-4203: If future development of this property or the surrounding area is planned, it should be assumed that petroleum contamination may still be present. If petroleum contamination is encountered during future development work, the MPCA staff should be notified immediately. For specific information regarding petroleum contamination that may remain at this leak site, please call the T'ERS File Request Program at 612/297-8499. The "Leak/Spill and Undergiound Storage Tank File Request Form" (TERS Fact Sheet #335) must be completed prior to arranging a time for file review. Thank you for your response to this petroleum tank release and for your cooperation with the MPCA to protect public health and the environment. If you have any questions regazding this letter, please call me at 612/297-8591. Sincerely, ?(iL(.,??'??1a?'?( Laura L. Hysjulien 10, Project Manager Cleanup Unit I Tanks and Emergency Response Section LLH:smm cc: Gene Van Overbeke, Eagan City Clerk Craig Jensen, Eagan Fire Chief Lynn Thompson, Dakota County Solid Waste Officer Audrey Luebeck Van Cleve, DPRA Minnesota Department of Commerce Petrofund Staff . city oF eagan f? -r 'l..e 1 a- 61600 -o?o- oAM iHOMASEGAN MdYOr PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACNTER February 16, 1996 Council Members THOMAS HEDGES BRIAN P MARSHALL City Administrator UNITED STATES POSTAL SERVICE e.J. v,aNOVeaeeKE City Cterk NORTHLAND DISTRICT 200 S 1 ST STREET ROOM 206 MINNEAPOLIS MN 55401-9991 RE: New Eagan Customer Service Facility Dear Brian: In response to issues raised at our meeting last week, this letter will attempt to ciarify the City's concems. As we discussed, the City allows only one principai building per lot of record (Chapter 11, Section 11.10, Subd. 4, B.). Because thAulki Mail: Facility; is aiready located on the subject parcel, the USPS will be required to subdivide and plat the property into finro or more parcels of sufficient size to accommodate a building(s), within the minimum required setbacks, and required on-site parking. As Mr. Sorenson shared with you, Dakota county will most likely require the USPS to dedicate restricted access to Lexington Avenue along the entire east property line and a land dedication for right-of-way purposes that will provide a 75' half right-of-way also along Lexington Avenue, as part of the subdivisionlplatting procedure. Dakota county also does not support the proposed exit-only right tum onto southbound Lexington Avenue because it does not meet county spacing guidelines; however, if Lexington Avenue is upgraded to a divided highway with a center concrete median in the future, the-City would support this right-out only from the USPS site. In regard to the proposed site access from the north, City staffs review of the circulation in and out of the site to Clubview Drive has resulted in staff requiring that the Gosest site access from Clubview to be in excess of 300' from the west cufi line of Lexington Avenue. This spacing will provide proper stacking distance for vehiGes making turning movements from Clubview Drive onto Lexington Avenue. Should future traffic volumes on Clubview Drive warrant the installation of a center concrete median on Clubview Drive to control traffic, the 300' spacing will also reduce the necessity of access reconfiguration by the USPS. MUNICtPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOiA 55122•1897 PHONE: (612) 681•4500 FAX; (612) 681-4612 iDD: (612) 454-8535 TNE IONE OAK TREE THE SYMBOI Of STRENGTH AND GROWTH IN OUR COMMUNRY Equai Opportunlry/Aff(rmaTlve Actlon Employer MAINTENANCE fACILITY 3501 COACHMAN POINi EAGAN, MINNESOTA 55122 PHONE' (612) 681-4300 FAX: (672) 681-4360 iDD: (612) 454•8535 . Finally, the grading and drainage plan submitted shows storm water runoff being directed south, off site, to the existing City pond DP-3, which autlets via a lift station pump. To minimize the burden on the lift station, the post-development stoRn water runoff should be equal to or less than the pre-development rate of nanoff. I hope this letter acxurately summarizes the issues raised at our meeting and adequately explains the City's concems. Ptease do not hesitate contacting me if you have any questions about these issues or if you would like to discuss them further, l can be reached at 681-4689. Sincerely, Mike Ridley Senior Planner cc: Mike Foertsch, City of Eagan Pete Sorenson, Dakota County USPSRETAIL OPTIONAL FOPM 99 (7-90) KANSAS CITY FqC1LITIES SERVICE OFFICE Jo UN/TEDST/?TES raosratsErlv,?c? 7 March 1996 ATTN: Douglas E. Marquart Jr., Projeci Manager Shaw-Lundquist Associates, Inc. 2805 Dodd Road St. Paul, MN 55121-1519 FAX TRANSMITTAL I•atpaga?. ? oem.ugsntv anooe . l F?G uS S V2? 4 Fu " NSN 7540-01_317_7358 5099-101 GENEAnL SERVICES ADMIHiS7M71pN Our Ref. FS0101:SAHustad:3ah:e6ncity3.dx 3ef; Contrect No. 193045-96-8-0090 St Paul, MN/Eagan Brenctf 55121 .. New.Construction Owned.(NCO), Desigr./Build RECEIVED MhR 1 1 1996 Subject: Your letter to AWLindeke of 29 Feb 96 conceming "Review of project by the City of Eagan". Dear Mr. Marquart, Chip Lindeke of RRT Architects forwarded your letter to this office for the necessary and requested response. The project site in question is a federally owned piece of property, and as such, State govemments, or City municipalities have no approval rights thereon. Much case law exists supporting this fact. We want to be ciear in saying that the City of Eagan has no jurisdiction regarding work within our property lines, and has no authority in issuing "stop work" orders, nor do we need the City's "appravai" to begin work on this property. You are to adhere to the approved cantract scheduie. Please notify the City of Eagan that any disagreement they may continue to have regarding this subject, that it be directed to our legai counsel; Lester E. McAuliffe, Sr. Attomey, USPS Law Dept., Ste. 1480 South, 300 S. Riverside Plaza. Chicago, Il. 60606-6617, (312) 765-5264. Sincerely,-. Gary L. Duncan, Contracting Officer ? Steven A. Hustad, COR/project mgr., KCFSO Chip Lindeke, USPS A/E Rep., RRT Architects, Inc. Brian P. Marshail, Mgr., Northland District ASO Stephen G. Muyskens, Sr. RES, KCFSO John Gorder, City of Eagan, MN e8 ok-10Mf-nEM9 TuYffe, Sr. Attomey, USPS Law Dept. OvERUr+O PaAK KS 66202-i177 19731877-1855 @lffCftyS.aOC 3 7 _s2p2 &i0- W14'1 L^. T4I'ce/ t• IP__ city of eagan 13 4-' ngineering division Customer Request Form I Date: 2-)?- 9"7 Time: / l;OD 41YJ I Received Via: Phone r/ Letter Taken By: Other Name: Fry-?.e Phone (Day): ,.a-„fw,- 'r-? Phone (Eve): Address: NJqj/ (' (, S 1-213 ? I City: State: Mi-J Zip: 5 s I Re: 1;24 Pf- 3 I Items Discussed: 4 36a1-A- sr?. I?f,l,r?ti ?+- ? r^. 4 aj?- - ?e T (!f ?tA/8?r/Jtn4:tf. ?'.ti5?a?f R??cwS C(?1 YD u5? /f' yc? ?hcn,E P±''-vty,QS" ?fJ ? rc,l,?i4l,es r 74h f5 fia 7i3t ?'? P fi? cts.e i f 50441. ?o?- rre, I Priority: A. Immediate B. Within a Week C. Other (Specify) Comments/Action Taken: , a ! -r ;,?;r( -pa5s eyx., /o v?u iT' Z' rec,erV? :t ? I CC: By; Date: 2 ? H-97 e5• '96 02:55PM UNITED WATER-SEkER 45-11 301 West County Road F.2 • Se. Paul, Mnr ac„ 2 (012) 633-0101 • FAX (012) 633-1402 C?',ERIA•AIVALYSlS REPU1rT TB.June 13,1996 fENTr; ; . , ; StillwaterTesting 587 Qutxote Ave. N. . . :Lakeland, MN 55043 i / PAGSB: 1 of I ? P.2 . ? ;.. CU3T[lMBR: Unit+ed Water & S¢wer Const, Site: Lexfngton & Clubview Eagare. MN' 7;4.RECrs1VED; 6107196 T',6`COIjLTsCTED; 6107196 @ 135 pm I:LECTED BY: Mort Newell, StillwaterTesting Sampre No: S L960331 D-1 MAXIMU ? ALYSIS', :`.", " anipre ID: UNTls ML- #1 $l REl C6IVTAM?l1V LEVEL al;Colifotm'Bacteriu CFUIi00 mG 1 ND 1 lN ? . . m¢ans: Unit per IOQ Milliditers. Well,Water meeds FHAIVA requirements. iTliis r`eport, fiqsy8een reviewed by;me for technical accuracy, andcor?leteness. The analyses were , e o?rmed us:ng,EPA or other roved met/todoEo tes a?rid the results were reported on c?rc "as received ?s unless at?terwise noted. ??ase contdct me?ott huv? ar?questioras or comraen#s regarding fhis r,eport Spectn.m Lnhs appreciates the npportuni o provi e t analyrecol service for you. 'R'e'??tt?S?mitted By 1 ` I F +Hdlverson ` ?{ `l;aborator'y 11?anager „ `.?'1"., . ... . '. . . iar y. ? , .,.. . t.. . } ?.?' '.?. . . C ? r, .f T i. " ; ??}?•r§ j ? ? '4.j?6? 1n ? Y 1 . ' ry t . J. r .P. , . . H9L? '„r 4, ? ? A mrmbcr of 71in Marn?? (;roup of Companiex . . ?/ ? 612 542 6411 06-21-96 02:56PM P002 #09 ?,,[yQc r F '3i`? 'AYhu..l-CY3J.r ? LARRY S. SEVERSON JAMES F. SHELDON MICHAEL G. DOUGHERTY• MICHAEL E. MOLENDA July 22, 1996 SUITE 600 7300 WEST 147TH STREEI' APPLE VALLEY, MINNESOTA 55124-7538 (612) 432-3136 TELEFAX NUMBER 432-3780 John Gorder Development Design Engineer City of Eagan 3830 Pilot Knob Road P?z?` ?? I 'sp,•..' ?J//J V ?y !y LOREN M. SOLFES't'v ANNETTE M. MARGARIT SHARON K. HILLS ROBERT B. BAUER CHRISTOPHER A. GROVE 1?rF (?_ i cD o i.o ob RE: Notice of Adverse Claim Parcel 1- NE 1/4 of NE 1/4 of Section 10, Township 27 North, Range 23 (Certificate No. 37707) Parcel2 - Part of SE 1/4 of NE 1/4 of Section 10, Township 27 North, Range 23 (Certificate No. 81339) Our File No. 206-9387 Dear John: Enclosed for the City's records, please find a file-stamped copy of the above-reference Notice of Adverse Claim as filed for record in the Registraz of Titles' office with regard to the above- referenced properties on June 24, 1996, as Document No. 338835. The purpose of the Notice of Adverse Claim was to place of record the City of Eagan's interest in the property pursuant to an Easement for Right-of-Way dated May 14, 1993, which we had not been able to file because The United States Postal Service officials couid not locate the Owner's Duplicate Certificates for the parcels. The Easement is attached to the Notice as Exhibit "A". Should you have any questions in this matter, please call Bob Bauer or me directly. Sincerely, U?AYr-Dariene A. Jenison v?' Legal Assistant DAR/kmw Enclosure cc: Robert B. Bauer, Esq. SEVERSON, SHELDONg DOUGHERTY & MOLENDA, P.A. A PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW INDI V IDUAL nTTORNGYS ALSO LICLNSED IN IOW A OR W ISCONSIN 'CERTIFIED REAL PROPERTY LAW SPECIALIST. MSBA NOTICE OF ADVERSE CLAIM STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) KNOW ALL BY THESE PRESENCE, that the City of Eagan, a municipal corporation organized under the laws of the State of Minnesota, with its principal place of business at 3830 Pilot Knob Road, City of Eagan, County of Dakota, State of Minnesota, does hereby claim an interest adverse to the registered owners in the following described property situated in the County of Dakota, State of Minnesota, and legally described as follows to wit: See legal description attached hereto as Exhibit "A" and incorporated herein by reference. That said interest was acquired by that certain Easement for Right of Way dated May 14, 1993, between the United States Postal Service, an independent establishment of the Executive Branch of the Government, and the City of Eagan, a Minnesota municipal corporation, the original of which is attached hereto as Exhibit "B." That the United States Postal Service is listed as the registered owner of said property which is included under Certificate of Title No. 37707, recorded in Volume 103, Page 633 (Parcel 1) and Certificate of Title No. 81339, recorded in Volume 182, Page 129 (Parcel 2), in the office of the Registrar of Titles of Dakota County, Minnesota. That said Easement for Right of Way is not recordable as the City of Eagan is not able to obtain possession of the above-referenced Owner's Duplicate Certificates of Title. That this Notice is given to establish the interest of the City of Eagan in said property. That Notices may be served upon the City of Eagan at 3830 Pilot Knob Road, Eagan, Minnesota 55122. Dated: .1 k,A j. y , 1996. C[TY OF EAGAN By: Thomas A. Egan ` / / Its: Mayor ? AA 06, By: ene VanOverbeke Its. itv Clerk VERIFICATION STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) Thomas A. Egan and Eugene VanOverbeke, being first duly sworn upon oath, depose and say that they are the Mayor and City Clerk, respectively, of the City of Eagan, the Claimant in this matter; that they have read the foregoing Notice of Adverse Claim; that the statements contained therein are true and correct, except as to matters therein stated on information and belief and, as to such they believe them to be true. Dated: 'Sl4v?t. 4 , 1996. CITY OF EAGAN By: Thomas A. Egan Its: Mavor I.A. Liu" By: E e VanOverbeke Its: ' y Clerk 1) STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me, a Notary Public, by Thomas A. Egan and Eugene VanOverbeke, the Mayor and City Clerk, respectively, of the City of Eagan, a Minnesota municipal corporation, on behalf of the corporation, this V4 A. day of umj- , 19 ' ' n JUOY M JENKINS NOTARY PUBLIGApNMWDAI(OTA COUNTY? 0- 4 •„"''. MyCommastonEzpires,kn.37,2000 NotaryP 'c v THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (612) 432-3136 (MGD: 9206-9387) 3 EXHIBIT "A" PARCEL 1: A strip of land, situated in the Northeast Quarter of the Northeast Quart2r ( NE`-nNE Y,) of Section 10, Township 27 North, Range 23 Wese of the Fourth Principal PAaridian, Oakota County, Minn2sota, said strip is 20.00 feet wide, parallai with, adjacant to and lying 110 00 fee: on each side of the follo;ving d2scribed center line and the extensiens theraLo: Commencing at the southeast corner of said PJortheast Quartar of ;ha Northeast Quarter, thence South 89 degrees 51 minutes 39 seconds West a!ong the south line of said Northeast Quarter of the Northeast Quarter, a distance of 460 00 fae;, to the poin; of beginning oF the centerlin= to be described; thence Nor,n 72 day^res 43 minutes 12 s2conds Wzst, a distancz ol 54.36 feet, thence Nortn 80 degrees 12 minutes 21 saconds West, a Cistance of 50.55 feei; thcnCc South 89 cegrees 22 minutes 34 S@COfldS VV@SI, 2 di5t8riC2 O` 671.32 feet to a point on iflc" SOU[h22sIBfly flg'l? 0` way Oi HamptOn Drive, E.'-.G=?Np.A I.E CENTER IidpUJTP,IAL P".R'F, NO 9 acCOrding to the plat on file in the office of the County Recordar, in said Dakota County, and said centeriine there tarminating. PARCEL 2: Also, a tract of land, situated in the Southeast Qu3rter of the Northeast Quartar of S2ction 10, Township 27 North, Ranoe 23 West of the Fourth Principal Meridian, Dak-o:a County, Minnesota, more p2rticularly describ2d as follows: Beainning at the northeast comer of said Southeast Quar=-r of the North2ast Quarter; thence South 89 degraes 51 minutes 39 seconds West along the nor;n line of said Southeast Quarter oF the Norneast Quarter, a distanca o` 503.56 `eai: thenCe South 04 degrees 43 minu;es 04 seconds West, a distance of 143.53 f2et; tnence South 82 degreas 11 minu:z-s 50 seconds East, a dislancs o` 87.30 f-zet: tner,c2 South 46 d2grees 12 minutes 00 seconds East, a distanc2 of 76.01 faet; thence South 15 degrees 02 minut=s 05 seconds East, a distance of 151.75 fe2t; th2nce South 26 dagrees 06 minu:es 10 seconds West, a distance of 201.60 feet; tnence Soutn 31 degrees 12 minu:es 50 seconds East, a distance of 70.23 feet; thence South 61 degre=s 41 minu:as 40 seconds East, a dist2nce of 96.42 feet, tnence North 89 dagrees 51 minutes 39 saconds East, a distanca of 297.67 feet to a point on the east line of said Sou[n-cst Quarter of the Northeast Quarter, th_nce No?h 00 degrees 23 minutes 22 seconds East along said east line, a distance of 641.80 feat to the point oF beginning. EASEMENT FOR RIGHT OF WAY ON UNITED STATES POSTAL SERVICE BULK MAIL FACILITY, ST. PAUL, MINNESOTA The United States Postal Service, hereinafter referred to as Postal Service, an independent establishment of the Executive Branch of the Government, Grantor, in consideration of one dollar ($1.00) to it in hand paid by the City of Eagan, a political sub-division of the State of Minnesota, Grantee, the receipt of which is hereby acknowledged, hereby grants to the Grantee for a period not exceeding fifty years from the date of execution of this agreement, an easement for a right of way for a sewer line and a ponding area, over, across, in, and upon land under the controi of the Postal Service at the location shown on Easement Sketch 92- 1R2, dated February 4, 1992, last revised March 11, 1993, attached hereto and made a part hereof, and described as follows A strip of land, situated in the NoRheast Quarter of the Northeast Quarter (N Y.? NE Y?) of Section 10, Township 27 North, Range 23 West of the Fourth Principal Meridian, Dakota County, Minnesota, said strip is 20.00 feet wide, parallel with, adjacent to and lying 10.00 feet on each side of the following described center line and the extensions thereto: Commencing at the southeast corner of said Northeast Quarter of the Northeast Quarter; thence South 89 degrees 51 minutes 39 seconds West along the south line of said Northeast Quarter of the Northeast Quarter, a distance of 460.00 feet, to the point of beginning of the centerline to be described; thence North 72 degrees 43 minutes 12 seconds West, a distance of 54.36 feet; thence North 80 degrees 12 minutes 21 seconds West, a distance of 50.55 feet; thence South 89 degrees 22 minutes 34 seconds West. a distance of 671.32 feet to a point on the southeasterly right of way of Hampton Drive, EAGP.NDALE CENTER INDUSTRIAL PARK NO. 9, according to the plat on file in the office of the County Recorder, in said Dakota County, and said centerline there terminating. Said sewer line easement contains 15,525 square feet more or less. Also, a tract of land, situated in the Southeast Quarter of the Northeast Quarter of Section 10, Township 27 North, Range 23 West of the Fourth Principal Meridian, Dakota County, Minnesota, more particularly described as follows: Beginning at the northeast corner of said Southeast Quarter of the Northeast Quarter; thence South 89 degrees 51 minutes 39 seconds West along the north line of said Southeast Quarter of the Northeast Quarter, a distance of 503.56 feet; thence South 04 degrees 43 minutes 04 seconds West, a distance of 143.93 feet; thence South 82 degrees 11 minutes 50 seconds East, a distance of 87.36 feet; thence South 46 degrees 12 minutes 00 seconds East, a distance of 76.01 feet; thence South 15 degrees 02 minutes 05 seconds East, a distance of 151.75 feet; thence South 26 degrees 06 minutes 10 seconds West, a distance of 201.60 feet; thence South 31 degrees 12 minutes 50 seconds East, a distance of 7023 feet; thence South 61 degrees 41 minutes 40 seconds East, a distance of 96.42 feet; thence North 89 degrees 51 minutes 39 seconds East, a distance of 297.67 feet to a point on the east line of said Southeast Quarter of the Northeast Quarter; thence NoRh 00 degrees 23 EXHIBIT "B" 2 minutes 22 seconds East along said east line, a distance of 641.80 feet to the point of beginning. Said ponding area easement contains Z5` ZICsquare feet, more or less This easement is granted subject to the following conditions: 1. The installation and/or operation and maintenance of said line shall be accompiished without cost or expense to the Postal Service under the general supervision and subject to the approval of the officer having immediate jurisdiction over the property, hereinafter designated as "said officer," and in such manner as not to endanger personnel or property of the Postal Service on the said Postal Service land or obstruct travel on any road thereon. The grantee shall have the right of ingress and egress for such purposes. 2. The use and occupation of said land incident to the exercise of the privileges hereby granted shall be subject to such rules and regulations mutually agreed upon by the parties hereto. 3. The grantee shall supervise the said line and cause it to be inspected at reasonable intervals, and shali immediately repair any leaks found therein as a resuit of such inspection, or when requested by said officer to repair any defects. Upon completion of the installation of said line and the making of any repairs thereto, the premises shall be restored immediately by the grantee, at the grantee's own expense, to the same condition as that in which they existed prior to the commencement of such work, to the satisfaction of the said officer. 4. Any property of the Postal Service damaged or destroyed by the grantee incident to the use and occupation of the said premises, shall be promptly repaired or replaced by the grantee to the satisfaction of the said oFficer or in lieu of such repair or repiacement the grantee shall, if so required by the said officer, pay to the Postal Service money in an amount sufficient to compensate for the loss sustained by the Postal Service by reason of damages to or destruction of Government property. 5. The Postal Service reserves to itself the right to construct, use, and maintain across, over, and/or under the right of way hereby granted, electrical transmission, telephone, telegraph, water, gas, gasoline, oil and sewer lines, and the other facilities, in such manner as not to create any unreasonable interference with the use of the right of way herein granted. 6. The Postal Service shall not be responsible for damages to property or injuries to persons which may arise from or be incident to the use and occupation of the sewer line location on said premises, nor for damages to the property of the grantee, or for injuries to the person of the grantee (if an individual), nor for damages to the property or injuries to the person of the grantee's officers, agents, servants, or empioyees, or others who may be on said premises at grantee's invitation and the grantee shaii hold the Postal Service harmless from any and all such claims. 7. The Postal Service shall nat be responsible for damages to property or injuries to persons which may arise from or be incident to the construction, maintenance, and use of said line. 3 8. That the grantee shall furnish through said line such service as may be required from time to time for govemmental purposes on said land, provided that payment for such service will be made by the Postal Service at rates which shall be mutually agreeable but which shall never exceed the most favorable rates granted by the grantee for similar service. 9. In the event ail or any portion of said land occupied by said line shall be needed by the Postal Service, or in the event the existence of said line shall be considered detrimental to govemmentai activities, the grantee shall, from time to time. upon 90 days notice so to do, and as often as so notified, remove said line and related facilities at grantee's sole expense to such other location or locations on said land as may be designated by Postal Service, and, in the event said line shall not be removed or relocated within ninety (90) days after any aforesaid notice, the Postal Service may cause the same to be done at the expense of the grantee. 10. That this easement may be terminated by mutual consent of the parties hereto if the Postal Service shail determine that the right-of-way hereby granted interferes with the use and disposai of said land or any part thereof by the Postal Service, or it may be terminated by the Postal Service for failure, neglect or refusal by the grantee fully and promptly to comply with any and all of the conditions of this grant, or for nonuse or for abandonment. 11. Upon the expiration or termination of this grant, the grantee shall, without expense to the United States, and within such time as the Postal Service may indicate, remove the said line from said land and restore the premises hereby authorized to be used and occupied to a condition satisfactory to the said officer. In the event the grantee shall fail, neglect, or refuse to remove the said line and so restore the premises, the Postai Service shali have the option either to take over the said line as the property of the Postai Service, without compensation therefor, or to remove the said line and perform the restoration work as aforesaid at the expense of the grantee, and in no event shali the grantee have any claim for damages against the Postal Service or its officers or agents, on account of the taking over of said line or on account of its removal. 12. The conditions of the instrument shall extend to and be binding upon and shall inure to the benefit of the heirs, representatives, successors, and assigns of the grantee. 13. That it is understood that this instrument is effective only insofar as the rights of the Postal Service in the said property are concerned; and that the grantee shall obtain such permission as may be necessary on account of any other existing rights. 14. That the City of Eagan will accept full financial responsibility for maintenance of this storm main, including replacement of pavement, fencing, grass, etc., removed for maintenance construction. 15. That not more than one-half of the distance crossing the truck parking will be under construction for maintenance purposes during any period. 16. No temporary ponding will be permitted above elevation 870. 17. Enlarging the pond as excavated during the Phase i contract will not be permitted. a 18. This easement documents, vacates, cancels, and supersedes easement for similar righf of way executed Jufy 26, 1974. Paragraph 11 of the superseded document applies with respect to any improvements made subject to superseded easement now outside boundaries of this easement. When applicable, pronouns and relative words used herein shall be read as plurai, feminine or neuter. IN WITNESS WHEREOF, Grantor has executed this instrument or has caused this instrument to be executed by its Manager, Real Estate, Memphis Major Facilities Office, United States Postai Service, this ;, day of 171; ,Q , 1993. ? Witnesses: United States Postal Service bv: t?) 41 ? ? iManag r, Real Estate Memphis Major Facilities Office J 1G{'NCC_i •?,. %/;'`_ ??tl_e?.?,::-i?: ACKNOWLEDGMENT Memphis, TN } SS On this day ofJ i,i,?., , 1993, before me personally appeared Bryan F. Pease, to me personally known, who, be?hg by me duly sworn (or affirmed), did say that he is the Manager, Real Estate, Memphis Major Facilities Office, of the United States Postal Service, that the seal affixed to said instrument is the seal of the United States Postal Service, and that said instrument was signed and sealed in behalf of said Postal Service by authority given by statute and duly delegated, and said Bryan F. Pease acknowledges the execution of the said instrument as the free act and deed of the said United States Postal Service ? N.6ary Public /° i - -?;, ME CWMEM Of ? I SERfOx ?4, t.21. A.23----" I , ? . . ' ` 1 I S- LY qILXI 7 NAY Oi N\WlpN OMIVE IEA ? f?G?MD?If CFMlER 1?YSTN14 PNN. NO. 9 Q ? ?O I ? 2 ry ZO [ppi SIORY sEKa fISfKnT I ? ? 589'II'3410 67I.II "• ?80?12'z?• ?50' S ? H) R S ' 4 ' ' ' ` I = ... E CMrrt .. x[ I ] 12 I W I SEC 1 Q -- 1 ?5- 7 1 . L ? . .2 .P.33 -- ? ^TI -' e o? ?` . 6 0. Lrra+[ ?,. w[ .?. s¢c , 10 N00•13'23q.?%..'' SB9•St'79"t 160.00 "" _" ?• '- 1 ?? ?6g' ?` ?\ I IN • YIfEA SURFI(f f{CVAfION I6071 ifFf AVG S! l 91 ? .17 U sez 7"r 7.? o e I s • ? .. EPROPOSED MIGH YATER ELEYITION 873.60 FEET 1 `\ `\ 1 No' ? ` I r . ? ? •? . R \ 1`\ `\` ` ' , l l ? 1 1 I' I + n I I?. ? O i i I BEseING nOTE: TNE EAS1 LINE W TXE NE OC $ECiION 10. T. 77 • ? R. 27. BASEO 0'+ iHE DAKOTAR CWMit CpOD(NA/E $TSTEM. BEARS N00•73'22'E. e / I 0 - N/ ? ? I / --OWIwG E.SEWnt-?---_ ?,i , I 50 TS 0 50 tpp ?? _ _ _ _ _ _ HB9'5" 79'E --- t9t.61 - --'-- - ! SGLE IN FEiT I 1 DraWn By Orr Drowing Tifle Comm. t. CA'MSX Schelen EASEMENT SKETCH " " ' ' Mayeron & ? Associates,Inc. 92-1112 Date92 Engineers ¦ Architects ¦ Plenners . Surveyors CITY PROJECT NO. 612-B She': ' ?EV. ];]6191 300 Perk Plece Center a 5775 wayzete eoulevard EAGAN, MINNESOTA ;`;: 3;09/y2 Minneapolis. NN 55416-I228 ¦ 612-395-5775 LARRY S. SEVERSON IAMES F. SHELDON MICHAEL G. DOUCHERTY* MICHAEL E. MOLENDA July 22, 1996 SU[TE 600 7300 WEST 147TH STREET APPLE VALLEY. MINNESOTA 55124-7538 (612) 432-3136 TELEFAX NUMBER 432-3780 John Gorder Development Design Engineer City of Eagan 3830 Pilot Knob Road ? ?00'tz CAREN M. SOLFESty ANNETTE M. MARGARIT SHARON K. H[LLS ROBERT B. BAUER CHRISTOPHER A. GROVE RE: Notice of Adverse Claim Parcel 1- NE 1/4 of NE 1/4 of Section 10, Township 27 North, Range 23 (Certificate No. 37707) Parcel2 - Part of SE 1/4 of NE 1/4 of Section 10, Township 27 North, Range 23 (Certificate No. 81339) Our File No. 206-9387 Dear John: Enclosed for the City's records, please fmd a file-stamped copy of the above-reference Notice of Adverse Claim as filed for record in the Registzaz of Titles' office with regard to the above- referenced properties on June 24, 1996, as Document No. 338835. The purpose of the Notice of Adverse Claim was to place of record the City of Eagan's interest in the property pursuant to an Easement for Right-of-Way dated May 14, 1993, which we had not been able to file because The United States Postal Service officials could not locate the Owner's Duplicate Certificates for the pazcels. The Easement is attached to the Notice as Exhibit "A". Should you have any questions in this matter, please call Bob Bauer or me directly. Sincerely, ... ., , ?(?i?,?a?..???, y Darlene A. Jenison Legal Assistant DAR/kmw Enclosure cc: Robert B. Bauer, Esq. SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P.A. A PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW INDIVIDUAL Al70RNEYS ALSO UCHNSED IN IOWA OR WISCONSIN `CGRTIFIED R[AL PROPERTY LAW SPECIALIST, MSBA NOTICE OF ADVERSE CLAIM STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) KNOW ALL BY THESE PRESENCE, that the City of Eagan, a municipal corporation organized under the laws of the State of Minnesota, with its principal place of business at 3830 Pilot Knob Road, City of Eagan, County of Dakota, State of Minnesota, does hereby claim an interest adverse to the registered owners in the following described property situated in the County of Dakota, State of Minnesota, and legally described as follows to wit: See legal description attached hereto as EYhibit "A" and incorporated herein by reference. That said interest was acquired by that certain Easement for Right of Way dated May 14, 1993, between the United States Postal Service, an independent establishment of the Executive Branch of the Government, and the City of Eagan, a Minnesota municipal corporation, the original of which is attached hereto as Exhibit "S." That the United States Postal Service is listed as the registered owner of said property which is included under Certificate of Title No. 37707, recorded in Volume 103, Page 633 (Parcel 1) and Certificate of Title No. 81339, recorded in Volume 182, Page 129 (Parcel2), in the office of the Registrar of Titles of Dakota County, Minnesota. That said Easement for Right of Way is not recordable as the City of Eagan is not able to obtain possession of the above-referenced Owner's Duplicate Certificates of Title. That this Notice is given to establish the interest of the City of Eagan in said property. That Notices may be served upon the City of Eagan at 3 830 Pilot Knob Road, Eagan, Minnesota 55122. Dated: 7TNV% L 4 , 1996. CITY OF EAGAN Thomas A. Egan Its: Mavor By: 1-11 ene VanOverbeke Its. itv Clerk VERIFICATION STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) Thomas A. Egan and Eugene VanOverbeke, being first duly sworn upon oath, depose and say that they are the Mayor and City Clerk, respective(y, of the City of Eagan, the Claimant in this matter; that they have read the foregoing Notice of Adverse Claim; that the statements contained therein are tnie and conect, except as to matters therein stated on information and belief and, as to such they believe them to be true. Dated: 71Vkv?.4. _% , 1996. CITY OF EAGAN By: Thomas A. Egan Its: Mayor )A ?%. n 4J44" Bv: E e VanOverbeke Its: ' y Clerk I? STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me, a Notary Public, by Thomas A. Egan and Eugene VanOverbeke, the Mayor and City Clerk, respectively, of the City of Eagan, a Minnesota municipal corporation, on behalf of the corporation, this 4 A. day of 19 ''• JUOY M. JENKiNS ? NO7ANY PUetIGMW flY •?' NESOTA OAKOTA COUNi1t 0- -4 vYy! • My Commission Fxpires,bn, 31, 2000 Notary c ? THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (612)432-3136 (MGD: #206-9387) 3 EXHIBIT "A" PARCEL 1: A strip of land, situated in the Northeast Quarter of the Northeast Quarter (NE'4,NE '/,) of Section 10, Township 27 North, Rang? 23 W25t of the Fourth Principai P,taridian, Oakota County, Minnesota, said strip is 20.00 feet wida, paraflel with, adjacent to and lying 10 00 fee: on each side of the follo;ving described center line 2nd the extensions therato Commencing at the southeast corn2r of said Northeast Quartar oF tne Northeast Quarter; thance South 89 dagre2s 51 minutas 39 seconds bVest a!ong the sou!n lina of said Northeast Quarter of the Northeast Quarter, a distance of 460 00 fa_t, to the poin; of beginning of the centerlina to be d2scribed; thence Norn 72 dag-ees 43 minutes 12 s2conds NNzst, a distance of 54.36 feet; thence North 80 degrees 12 minutes 21 seconds VVest, a distance o` 50.55 fcet: thencc Soutn 89 degrees 22 minut2s 34 seconds West, a di;tarce o` 6711.3122 f2et to a point on tha south_as:arly right of,,vay o; Hampton Drive, E.A,G-,NDALE CENTE° IPIpUj i P.LAL PAR'F, N0 S- accordfng to the plat on file in the ofiice of the County Recorder, in said Ozkoca Courty, and said centerline th2re tarminating. PARCEL 2: Also, a tract of land, situated in the Southeast Cluarter of the Northeast Qu2rter of Section 10, Towmship 27 Nortn, Ranaa 23 West of the Fourth Principal titeridian, Dakota County, Minnesota, mor2 particularly describ2d as follows Beginning at the northeast comer oF said Southcast Quarter of the Northeast Quarter; thenc2 South 89 d=grees 51 minutes 39 saconds West along the- north line of said Southeast Quar,=_r of tnz Nortn?ast Ouarter, a distance o` 503.5o `aet; th2nCe South 04 degrees 43 minu:es 04 seconds West, a distance oP 143.93 f2at; thenc=_ South 82 degreas 11 minu;ss 50 seconds East, a distance oE 87.30 feet; tner,ce South 46 d2grees 12 minu;?s 00 seconds East, a distanc2 of 76.01 feet; thence South 15 degrees 02 minu;es OS seconds East, a distance of 151.75 feet; thance South 26 dagrees 06 minut2s 10 seconds West, a distance of 201.60 feet; tn=nce South 31 degrees 12 minutes 50 seconds East, a distance of 70.23 fe=t; thenca South 61 degre=s 41 minutes 40 seconds Eas;, a distanc2 of 96.42 ie2t; thence Nlorth 89 degrees 51 minut=s 39 seconds East, a distance of 297.67 feet to a point on the east lin2 of said Soutneast Qua r'k2r ot the Northaast Quart2r; thence No rth QO degrees 23 minutes 22 seconds East along said east lina, a distance of 641.80 feet to the point of beginning. _ -? .\,•,??_ ? • EASEMENT FOR RIGHT OF WAY ON UNITED STATES POSTAL SERVICE BULK MAIL FACILITY, ST. PAUL, MINNESOTA The United States Postal Service, hereinafter referred to as Postal Service, an independent establishment of the Executive Branch of the Government, Grantor, in consideration of one dollar ($1.00) to it in hand paid by the City of Eagan, a political sub-division of the State of Minnesota, Grantee, the receipt of which is hereby acknowledged, hereby grants to the Grantee for a period not exceeding fifty years from the date of execution of this agreement, an easement for a right of way for a sewer line and a ponding area, over, across, in, and upon land under the control of the Postal Service at the location shown on Easement Sketch 92- 1R2, dated February 4, 1992, last revised March 11, 1993, attached hereto and made a part hereof, and described as follows: A strip of land, situated in the Northeast Quarter of the Northeast Quarter (N Y NE Y?) of Section 10, Township 27 North, Range 23 West of the Fourth Principai Meridian, Dakota County, Minnesota, said strip is 20.00 feet wide, parallel with, adjacent to and lying 10.00 feet on each side of the following described center line and the extensions thereto: Commencing at the southeast corner of said Northeast Quarter of the Northeast Quarter; thence South 89 degrees 51 minutes 39 seconds West along the south line of said Northeast Quarter of the Northeast Quarter, a distance of 460.00 feet, to the point of beginning of the centerline to be described; thence North 72 degrees 43 minutes 12 seconds West, a distance of 54.36 feet; thence North 80 degrees 12 minutes 21 seconds West, a distance of 50.55 feet; thence South 89 degrees 22 minutes 34 seconds West. a distance of 671.32 feet to a point on the southeasterly right of way of Hampton Drive, EAGP.NDALE CENTER INDUSTRIAL PARK NO. 9. according to the plat on file in the office of the County Recorder, in said Dakota County, and said centerline there terminating. Said sewer line easement contains 15,525 square feet more or less. Aiso, a tract of land, situated in the Southeast Quarter of the Northeast Quarter of Section 10, Township 27 North, Range 23 West of the Fourth Principal Meridian, Dakota County, Minnesota, more particularly described as follows: Beginning at the northeast corner of said Southeast Quarter of the Northeast Quarter; thence South 89 degrees 51 minutes 39 seconds West along the north line of said Southeast Quarter of the Northeast Quarter, a distance of 503.56 feet; thence South 04 degrees 43 minutes 04 seconds West, a distance of 143.93 feet; thence South 82 degrees 11 minutes 50 seconds East, a distance of 87.36 feet; thence South 46 degrees 12 minutes 00 seconds East, a distance of 76.01 feet; thence South 15 degrees 02 minutes 05 seconds East, a distance of 151.75 feet; thence South 26 degrees 06 minutes 10 seconds West, a distance of 201.60 feet; thence South 31 degrees 12 minutes 50 seconds East, a distance of 70.23 feet; thence South 61 degrees 41 minutes 40 seconds East, a distance of 96.42 feet; thence North 89 degrees 51 minutes 39 seconds East, a distance of 297.67 feet to a point on the east line of said Southeast Quarter of the Northeast Quarter; thence North 00 degrees 23 EXHIBIT "gI, 2 minutes 22 seconds East along said east line, a distance of 641.80 feet to the point of beginning. Said ponding area easement contains Z5` Z ICsquare feet, more or less This easement is granted subject to the following conditions: 1. The installation and/or operation and maintenance of said line shall be accompiished without cost or expense to the Postal Service under the general supervision and subject to the approval of the officer having immediate jurisdiction over the property, hereinafter designated as "said officer," and in such manner as not to endanger personnel or property of the Postal Service on the said Postal Service land or obstruct travel on any road thereon. The grantee shall have the right of ingress and egress for such purposes. 2. The use and occupation of said land incident to the exercise of the privileges hereby granted shall be subject to such rules and regulations mutually agreed upon by the parties hereto. 3. The grantee shall supervise the said line and cause it to be inspected at reasonable intervals, and shall immediately repair any leaks found therein as a result of such inspection, or when requested by said officer to repair any defects. Upon completion of the installation of said line and the making of any repairs ihereto, the premises shall be restored immediately by the grantee, at the grantee's own expense, to the same condition as that in which they existed prior to the commencement of such work, to the satisfaction of the said officer. 4. Any property of the Postal Service damaged or destroyed by the grantee incident to the use and occupation of the said premises, shall be promptly repaired or replaced by the grantee to the satisfaction of the said officer or in lieu of such repair or replacement the grantee shall, if so required by the said officer, pay to the Postal Service money in an amount sufficient to compensate for the loss sustained by the Postal Service by reason of damages to or destruction of Government property. 5. The Postal Service reserves to itself the right to construct, use, and maintain across, over, and/or under the right of way hereby granted, eiectrical transmission, telephone, telegraph, water, gas, gasoline, oil and sewer lines, and the other facilities, in such manner as not to creafe any unreasonable interference with the use of the right of way herein granted. 6. The Postal Service shall not be responsible for damages to property or injuries to persons which may arise from or be incident to the use and occupation of the sewer line location on said premises, nor for damages to the property of the grantee, or for injuries to the person of the grantee (if an individual), nor for damages to the property or injuries to the person of the grantee's officers, agents, servants, or employees, or others who may be on said premises at grantee's invitation and the grantee shall hold the Postai Service harmless from any and all such claims. 7 The Postal Service shall not be responsibie for damages to property or injuries to persons which may arise from or be incident to the construction, maintenance, and use of said line. 3 8. That the grantee shall furnish through said line such service as may be required from time to time for governmental purposes on said land, provided that payment for such service will be made by the Postal Service at rates which shall be mutualiy agreeable but which shall never exceed the most favorable rates granted by the grantee for similar service. 9. In the event all or any portion of said land occupied by said line shall be needed by the Postal Service, or in the event the existence of said line shall be considered detrimental to governmental activities, the grantee shall, from time to time, upon 90 days notice so to do, and as often as so notiFied, remove said line and related facilities at grantee's sole expense to such other location or locations on said land as may be designated by Postal Service, and, in the event said line shall not be removed or relocated within ninety (90) days after any aforesaid notice, the Postal Service may cause the same to be done at the expense of the grantee. 10. That this easement may be terminated by mutual consent of the pal-ties hereto if the Postal Service shall determine that the right-of-way hereby granted interferes with the use and disposal of said land or any part thereof by the Postal Service, or it may be terminated by the Postal Service for failure, neglect or refusal by the grantee fully and promptly to comply with any and all of the conditions of this grant, or for nonuse or for abandonment. 11. Upon the expiration or termination of this grant, the grantee shall, without expense to the United States, and within such time as the Postal Service may indicate, remove the said line from said land and restore the premises hereby authorized to be used and occupied to a condition satisfactory to the said officer. In the event the grantee shall fail, neglect, or refuse to remove the said line and so restore the premises, the Postal Service shall have the option either to take over the said line as the property of the Postal Service, without compensation therefor, or to remove the said line and perform the restoration work as aforesaid at the expense of the grantee, and in no event shall the grantee have any claim for damages against the Postal Service or its afficers or agents, on account of the taking over of said line or on account of its removal. 12. The conditions of the instrument shall extend to and be binding upon and shall inure to the benefit of the heirs, representatives, successors, and assigns of the grantee. 13. That it is understood that this instrument is effective only insofar as the rights of the Postal Service in the said property are concerned; and that the grantee shall obtain such permission as may be necessary on account of any other existing rights. 14. That the City of Eagan will accept full financial responsibility for maintenance of this storm main, including replacement of pavement, fencing, grass, etc., removed for maintenance construction. 15. That not more than one-half of the distance crossing the truck park+ng will be under construction for maintenance purposes during any period. 16. No temporary ponding will be permitted above elevation 870. 17. Enlarging the pond as excavated during the Phase I contract will not be permitted. 4 18. This easement documents, vacates, cancels, and supersedes easement for similar right of way executed July 26, 1974. Paragraph 11 of the superseded document appiies with respect to any improvements made subject to superseded easement now outside boundaries of this easement. When applicable, pronouns and relative words used herein shall be read as plural, feminine or neuter. IN WITNESS WHEREOF, Grantor has executed this instrument or has caused this instrument to be executed by its Manager, Real Estate, Memphis Major Facilities Office, United States Postal Service, this ?41L,. d a y of i1 "; J c , 1993. Wrtnesses: United States Postal Service ;, • by; /Manag r, Real Estate i; . . . % Memphis Major Facilities Office ? .r ACKNOWLEDGMENT Memphis, TN } SS. ? On this day of i i 1993, before me personally appeared Bryan F. Pease, to me personally known, who, be?hg by me duly sworn (or affirmed), did say that he is the Manager, Real Estate, Memphis Major Facilities Office, of the United States Postal Service, that the seal affixed to said instrument is the seal of the United States Postal Service, and that said instrument was signed and sealed in behalf of said Postal Service by authority given by statute and duly delegated, and said Bryan F. Pease acknowledges the execution of the said instrument as the free act and deed of the said United States Postal Service. ??° : • / r?-- N.dfary Public / ? ?. - - -?r, wE COAwEA Oi I SECi1W 10. T.27. R.23 '"" 4' Z ' OQ- / • 5-'Ll 91Wi Q{ ?l? (j M1VTp1 OAIV? VEM EAGAWAIF C[wTEe IWYSie14 I.a ?. 9 10 j - _, Q ry " ZO Y00T $lpnY SE?a E?SE'xr SB9'22. 74"W 611.12 ' ?BO•IS'2l'? ----e0-•55. x72•0't2'1 SE CMMn , , r[ ?. I e .-SQIM l(W K'•? M ?, . SEC . 10 SfG. i0. L21. R.23 -" . ,? Maa'2J'2I'F.__: '• ? \ • _15.. 2A_ '\__ ' ? ??__ "'_ 589•5?'39'? 00'__' ? -2 ' I // _ `\ \ ?E ` \ • I i \ . ? \ ? MAIfP SUAfA([ E([YMION I1091 F((7 IUGUS! 7 U91 p I . e? ser ?,•so•E ?' . i2 ON . , coPROPOSED NIGM WATEB ELEVA710N ? B7J.60 FEET . ` 1 \ \ . 0 ` \\ ;`` •\V I l \ ? • ?????1?.• , : . $ . ' = , I ? BEAHInG rWiE: ?, -• ? ? TME EAST LINE OF iXE NE '. Oi SE[TIOM 10• T. Il • ? I A. 23. 9A5EU W+ THE DAKOTAK COUMtr COOOfHaTE SrSTEM. BESaS Npp'27'72'E• o/ • /b Ob? ' I N?ryO '' ? , IT IT I ? h / ", 1 ? ?+• __ --CADiMtEIsEWe' -•c1--?_" O??_ I ? ?6i. ? I \ /' 96' , \f J 5.0 75 0 50 100 ? HB9•5+'79'P = J SCk.E In FEET . Drewn By cilmsA Orr Schelen Mayeron & Associates, Inc. Drawing Title I Com^.-i. t, •...Y. Dafe :...sz -Ev. ):16197 4Ev. 9109192 ac?. 1""e3 Engineers . Architects ¦ Planners a Surveyors 900 Perk Pleee Center ¦ 5775 Wayzate Bouleverd Minneapolis, MN 55116-1228 ¦ 612-595-5775 EASEMENT SKETCH 92-1112 CITY PROJECT N0.612-B Shee: EAGAN, MINNESOTA 411?CRV oF ecigan THOMASEGAN Mayor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER February 16, 1996 Council Members • THOMAS HEDGES City Adminlslratof BRIAN P MARSHALL UNITED STATES POSTAL SERVICE E. J. VAN OVERBEKE . CiTy Clerk NORTHLAND DISTRICT 200 S 1 ST STREET ROOM 206 MINNEAPOLIS MN 55401-9991 RE: New Eagan Customer Service Facility Dear Brian: In response to issues raised at our meeting last week, this letter will attempt to Garify the City's concems. As we discussed, the City allows only one ,principal buiiding per lot of record (Chapter 11, Section 11.10, Subd. 4, B.). Because theBuik Mail Facility is already located on the subject parcel, the USPS will be required to subdivide and plat the property into finro or more parcels of sufficient size to accommodate a building(s), within the minimum required setbacks, and required on-site parking. As Mr. Sorenson shared with you, Dakota county will most likely require the USPS to dedicate restricted access to Lexington Avenue along the entire east property line and a land dedication for right-of-way purposes that will provide a 75' half right-of-way also along Lexington Avenue, as part of the subdivision/platting procedure. Dakota county also does not support the proposed exit-only right tum onto southbound Lexington Avenue because it does not meet county spacing guidelines; however, if Lexington Avenue is upgraded to a divided highway with a center concrete median in the future, the City would support this right-out only from the USPS site. In regard to the proposed site access from the north, City staffs review of the circulation in and out of the site to Clubview Drive has resulted in staff requiring that the Gosest site access from Clubview to be in excess of 300' from the west curb line of Lexington Avenue. This spacing will provide proper stacking distance for vehicles making tuming movements from Clubview Drive onto Lexington Avenue. Should future traffic volumes on Clubview Drive warrant the installation of a center concrete median on Clubview Drive to control traffic, the 300' spacing will also reduce the necessity of access reconfiguration by the USPS. MUNICIPAL CENTER 3830 PILOi KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 601-4600 FAX: (612) 681-4612 TDD: (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunlty/Afflrmatlve Actlon Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FAX:(612) 681-4360 TDD: (612) 454-8535 ? ?0 '_ oi 4?? Finally, the grading and drainage plan submitted shows storm water runoff being directed south, off site, to the existing City pond DP-3, which outlets via a lift station pump. To minimize the burden on the lift station, the post-development storm water runoff should be equal to or less than the pre-development rate of runoff. I hope this letter accurately summarizes the issues raised at our meeting and adequately explains the City's concems. Please do not hesitate contacting me if you have any questions about these issues or if you would like to discuss them further. I can be reached at 681-4689. Sincerely, Mike Ridley Senior Planner oc: Mike Foertsch, City of Eagan Pete Sorenson, Dakota County usas.ReTaL SC',c t o p s cD 0G Minnesota Pollution Control Agency Mr. James Carlet United States Postal Service 6800 West 64th Street, Building 8 Suite 100 Overland Park, Kansas 66202-4171 Dear Mr. Carlet: RE: Petroleum Tank Release 5ite Closure Site: U.S. Postal Service Center, 3165 Lexington Avenue South, Eagan Site ID#: LEAK00004230 The Minnesota Pollution Control Agency (MPCA) staff has determined that the cleanup performed in response to the petroleum tank release at the site referenced above has adequately addressed the petroleum contamination, and therefore the file regarding this release will be ciosed. On July 10, 1991, a petroleum tank release was reported to the MPCA. Since then, the following corrective actions have been taken in response to the release: - Six underground storage tanks (OSTs) were excavated and removed from the site and one UST closed in place in July and August 1991. USTs 1 and 2 were 19,000 gallon heating oil tanks were located north of the Process Building. Approximately 75 cubic yards of contaminated soil was excavated from UST basins 1 and 2. - The other tanks were located near the Vehicle Service Center. UST 3, a 2,000 gallon heating oil tank was located on the north side of the Service Center. USTs 4 and 5 were 4,000 gallon gasoline and diesel tanks located on r.he eas*_ side of *_he service center. ll5': 5 was a 5E0 galion wasi.e oii tank located on the east side of Che service center. UST 7, which was a 560 gallon waste oil tank located on the southwest side of the Service Center, was closed in place. Approximately 35 cubic yards of contaminated soil was excavated from UST basin 3 and approximately 400 cubic yards of contaminated soil was excavated from UST basin 4,5, and 6. - The contaminated soil was treated hy means of land application. - Significant levels of contamination was found in only one location at the site: soil sample-70 at three feet below grade in UST 4, 5, and 6 basins. At that sampling point laboratory analyses showed Total Hydrocarbons as gasoline to be present a concentrations of 280 parts per million. - Three borings were advanced in the vicinity of UST basins 4, 5, and 6. Ground water was not encountered. Only minor concentrations of petroleum contaminants were encountered. pc? TP?IVFI?F`5t#"?9?41?L Dev f egiona ic ar the? C7ff 8 s:DU u1u • 1M29'?3333raindr• et Cdrc?terroi a e M??ness• ae T? lrshall • 800-627-3329 520 Lafayette Rd.;?t. F'au , ( ?300;'? Rochester Equal Opportunitv Employer • Printed on Recycled Paper August 5, 1993 Mr. James Carlet Page 2 August 5, 1993 - Two hand auger borings were advanced in the vicinity of the 560 waste oil tank which had been closed in place. No significant levels of contamination was encountered. Based on the currently available information, we concur with the conclusions of DPRA that these actions have adequately addressed the petroleum tank release. Therefore, MPCA staff does not intend to require any more investigation or cleanup work in response to this release. However, the MPCA reserves the right to reopen this file and require a?di - tional work if in the future more work is determined to be necessary, and this letter does not release any party frdm liability for this contamination. Because you performed the requested work, the state may reimburse you for a major portion of your costs. The Petroleum Tank Release Cleanup Act establishes a fund which in certain circumstances provides partial reimbursement for petroleum tank release cleanup costs. This fund is administered by the Petro Board. More specific eligibility rules are available from the Petro Board (612/297-1119 or 612/297-4203). Thank you for your cooperation with the MPCA in responding to this petroleum tank release to protect the public health and the environment of the state of Minnesota. If you have any questions regarding this correspondence, please call me at 612/297-8603. Sincerely, s? Stephen Thompson Hydrogeologist Tanks and 5pills Section Hazardous Waste Divisior ST:baj cc: Robin Hanson, Department of Commerce Audrey J. Luebeck, DPRA ,., _ . . .:.?_?. ? .r. CASF:htl?N"I' POR 31.GHT pP 41AY 0iN UNL'PGD S'fnTfS POS'fAL Sh:kVICl•: BULY. MAIJ, I'AC[I,i'I'Y, 5'I'. PAUI., Pfi^iNI:50"PA The UniCed SC?Ces PosCal. Scrvice, herein;iftcr reforrc„ Lo ;is Postal. Service, an independent tstablishrnent of the Iixecutive Rranch oC Lhc Gover.runent, Crantor, in consideration of oncr doll.ar ($1.00) to iC i:a hnnd paid by Che City of Eagan, a poLiticat sub-divisionof the StaCC o[ Minnesota, Grantec, the receipt of which is hereby ncknowledged, hcreby r,rnnCS to the Crantce Cor a period not exceedi.n; fifty years from the date ot execution ot Chis agreemenC, an easement for a ri?,,ht of way Cor a sewer Line and a ponding area, over, across, in, and upun "Land imder the control of the PosCal Servire aL the location shown in red on F.xhibit "A° :ittaciied herete and r,mde a parC hercof, .:+nd descri.Ued as follows: A scrip vf ].:,nrl, si.cuatcd in the NorCh I1a1.f. of the \orClreasC. QuarCer (N? NEk) of Sec[ion 1.0, TOkTSIIIp 27 North, Rank?e 23 West of U:c Fourch Principal Meridian, Uakota County, MinnesoCa, said strip is L0.00 feeC wida, priralLcl w`th, adja- cenC to :ind lying 5.00 feet on each si.de oC the Lollouin;; descrihed center Line and the c::Censions thcreto: Coraucnci.r„{ a*_ a poi_nt on the cast linc of sai.d KortheasC Quartcr (NF.L) 1322.69 feeC norChcrl.y from the southe<asC corner Cheretif; thcnce souCh 89021'23.3" wesC, 480.00 fc:,l to thc poinC of bebi.nning o£ said center line; [hence south 89°21' 28.3" west 7/50 Leet more or less, to a pnint on the center line'oL the proposed strcet an:l Chc poinl of CerminaCinn. Also, a tract of 1r.nd, si -Cuated in thc E:Isc li:il£ of Che ^!orihcast Quarter oE SecCion 10, 'fowr.shi.p 27 North, Range 23 'desC of Che j'Zarth Princi.pa l hteridian, Dakota County, iti.nncsoCa, more particul.arl.y describud :is foltows: Beginnin€ aC a, poinC in the easC 1i.ne o[ sai.d Gas'C Ila1f of Che NorClieast Quarter (F,.? N1:?,.), 1.322.69 fcet norCharly of the southeast corncr Chereof; thence south 89°21'28.3" wesC, 493.1.5 Lcet; thence souCti 0°56'S"1..2" easC, 141.53 feet;thence souCh '2°41 '59.7" east, 68.35 feeC; thence soulfi 46042'10.1" Cast, 82.05 fecC; Lhcnr_o souch 1 ensL, 1.5R."1.9 f:.eC; lhoncr souCh 25°35'S9.4" west, 199.89 Ceet; thence south 31°43'00.5° eas!, 62.04 feeC; lhence south 62°11'S0.3" east, 91.1.6 CecC; Chence north 89021'25.3" casC, 294,95 Ec.ct to s2i.d east line of thc Gast Ifalf of the Northeasc Quartcr (!(i Ni;:); chencc northerly along said east :i.nc to Che point o,` beFinning. 'I'his ensemr.nC is gz;inCed sub}nct Co Uie (oLLowin;; conditionti: 1.. 'fhe i.nsC.ill:ition and/or operaCion nnd mainlun:ince of s:lid line'shall be accowpl.ished wiChout cost or expense Co tha PosCnl Scrvi.ce umder lhe general supervi.sion and subject [o the approvnl oC Lhe offi.cer h:ivin;; imnediaCC juris- dicCion ovec th<: proparCy, hereinaf.cer design.ii_c.d :is "snid oCficer", and in Drafted by Haugc 8? Hoey 3908 Sibley Memorial Nighway Eagan, Mn. 55122 t:r,eMrT ri;V; sr;,TT nr:rn 'rA;,. 7(p 19y- ? .:?xYl -L such rzmnner as noC Co endane,er personnu1 or p[opeLtV uC ehe Postal Seivice on the said Postal Service Land or obstruce eraset on :,n, road thereon. The grantec shuLl, hhve Che righC oL in;,ress und esress for such purposes. 2. The use and occupatiun of =aid land inciuc:nc eo chc excrcise o£ the pcivi.Legcs hereby ScanCed shnll be subjecL to such rutes and regulaCions mutuall.y agrecd upon by the pnrCies hcreto. 3. Tha gr:inCCe shn ll supervise Lhe said l.ine :md causc it to be inspected aC reasronabl.c inCcrvals, nnd shall irnrricdiaCciy rep:+ir any Icnks Lound therein as a resulC uL such inspection; or a•hen requesCed by .=aid officur to repair any dcCects. Upon compl.ecion of Lhe inseoI1.nCi.on of .;aid I.ini: ?nd the making of any rcpni.rs Cherelo, the p[emis s sha11 be cesCOrcd iirnnedi:itcl.y by the granCee, at the hrinCer's own cspcnse, to the samc conr.iCion ns Chat in whieh they existed j?rior Co the commenccmenc of such work, to the sat:s£action of L'ne said o£ficcr. 4. Any, ,r,roperty of the PosCal Servi.ce damar,cd or <1<'sCroYcd bY the grantee inciclent to the use and occupation of the said premises, sh.11 be promptly repairod or ceplaced by the guantee totLe saCistacti.on oC Che said officer or in lieu c[ such repair or repl.acement tt?c grantce sh:iLl, iC so requited by the sai.d of.L:cer, pay to Che Pestal. Setivice money i.n an ar.iuunC suCficient Co cornpensatc ,,•: Chc loss sustained bv Che Postal Servicc b}' rra!son of damages to or dcstruction of Government E;roperCy. 7. 1'he Postal Seevice reserves Co iCSel.f. the cibhl lu consCrucC, use, and :nainCain across, over, and/or under the righl of way hereby granted, electric transmission, telephone, telegr:iph, caater, gas, gasoLine,-oi1 and . sewer Lines, and the oCher faciliCies, in such manner as not Co createany unrcasonnble interferen:e with che use of the right of cray he:rcin granted, 6. Thc PuStal. Scrvice sh.i11 not be resPoncible f.or daru:i,;cs Lo property oc i.njtirics Co porsons whi.ch may arise from ur bc i,ni:i.An6 Lo Che use and occupation uL cnc ,ewor Li.nc l.ocncion on sai_d prr.riisc>, nur,ior damages to.the propcrcy of the grantee, or for injuries Co the pcrson uf lhe gr.antee (if an individual), nor for dama;es Co the property or injurics to the person of the ;;rantcu's officers, agents, srrvarCS, or r.mployces, or othcrs who may bc on said prciriisc.ti ,iC ;;r:inlcc'S invi.Cation :ind the s;rnnCCO Sh,i1.1 hold the Postal Scrvicc hrirmlcss ftom nny and r,i1.L such cl.:iims. 7. 7'hc Po.titaJ. Scrvi.cc shal.l noC be responstblc Cur d;n::ages Co property or injuricr; eo pcrsons which may arisc f.tiom or bc incidonc co Lhe eonsCrue[ion, mainlenanco, und usc oE snid Line. . ,. . ,..- -?- &. 1'hat the grantee sha11 furnish through said Line such service as may be required from time to time for governrriental purposes on said land, pro- vided that payment fo.- such service wili. bc madc bvthe Postal Scrvice a[ rates which sha11 6e mutualLy agreeable but which shall nevor exceed the [nost favot- able rates granted by the grantee for similar service. 9. In the event a11 or any porCion ot said land occi?pied by said line ''a11 be needed by the Postal Sezvice. or in ehe event the existence of said ine sha11 be considered detrimental to governaicntal activities, Lhc grantee .r.a11, from time to timc, upon 90 dny.^, notice so to do, and as often as so ,;tified, remove said linc and relatefacilities at grantor's sole expense such other Location or locations on said Iand as riay be ctesignated 6y stal Service, rmd, in the event sai_d linc shal.l ?ot be removed ur relocated ithin ninety (90) days atter ar.y aforesaid noLice, the Postal Service may cause the same eo be done at its own expense. 10. That this easement may be terrriinated by mutual cons`ent of the parties- :r.eto iC tne Postal Service sha11 determine tnat the right-of-way hereby ' an[ed in[erferes ?.?ith the use and disposal of said land or any part thereof >y the PosCa1 Service, o: it may be terminated by the Postal Sc-rvice for failure, c:,Ilect or refusal 'py the grantee fu11y and promptly t:o comply with any and all the conditions oL- this grant, or for ?or.use or for abandonnient. . il. Upon the expiraGion or terniination of this K:anC, the s;rantee sha11, '_hout expense to the United StaCes, and within such time as che Poscal Service ,q indicate, renove the said line from said land and restore ehe premises heieby s_horized to be used and occupied to a conditio? satisfacco ny Co the said of- `.er. In the event the gz'antee sha1.1 ;ai.l, aeglect, or refuse Co renove the ,:i.d line and so restore the premi.ses, Che Postal Servicc sh911 luive the option :.ner to take over the said iine as the property oC the Postal Scrti•ice, without ' corrtpensation therefor, or to remove the said 1:nc and perfvrci thc, restoration work as atoresaid ut [hc expense of the grantcc, and in nu event 511a11 the grantce havn any claim for d-urnugcs aguinsc the PosCnt Scrvicc or i.ts officers oT agenCS, on account ot the taking oveY oC said liae or pn account oE its , removal. 12. Thc, conditi.ons o1: Chc i.nsCrument sha1L cxlend Lo ;Jnd l)o hinding upon and shall inure to the be.tefit of th(-- hei.rs, ruprescncat.ivcs, succeasors, and assigns of the ;;rrtnCce, .1:5. "PhuC it is undesslood tI»t Lhis inscrur,ient' is cfCc=ceive unly insofrtr as the ri.?4hC.s of. thc Postal Service in the sai_d propcrey ara concerned; and that Cho granCC-c ?ha11. nbC;iin such perrnission as may br nec?ss:ir}' on account o£ any other exis U nh ri,;,hcs. , . . .. ... -4- . Thnt eh? !:icy oL I:a;;nn wi11 accepC fu11 Linancial ies?jOm?nt?" 14 fenCSngg for mnir.ten,.ncr, of this sConn main, including replacemenc oI {t `= ?ra55, etc., rernoved for rnaintenance construcCi.on. 15. That nut nioce thun one-haLL the distance ccossin,, the ttoek parking ?will bo under consttucCion 'Cor mni.nCenance purposcs durin; any period. ?. ,(,, Th;it iniCial design and consCrucCion will be coordinatcd with Che ResidenC Enti'sneer supetvisi -n; cottsCruction of the Iucility. U. No tei:lp'vrar y pondi.ng wili l)o pcnni.tLCd above etev:ition 870. 1,,. F:nlar-ing thc pond as excavated duri.ng the Yhase ( contract wi11 not bc pcr;,iltccd. . When apnli.cabl.e, ptonouns and relaCive words uscd tierein sha11 6c read as - plural, ;ine or ncuter. iy WjTNF - II:REOI', Crtintor has executed Chis instrument or has?c?hsedthis _ instrument to be executcd by ies Director, Oi:t}cr °fcR(c`'th,isLat-, Real Estate and Buiidin;;s Department, L'nited Statcs iost;?l, -+- day of July , 1974. United SC-?Ie? posC;il. Service , . Witnesses: ?f? ? i/?fy.?+yF6/?? . ?} V UirecCoi, Off.ice uf Real EstaCe Re:il. t:staCC and E3ui.tdings Depattment A CKNOWI. P:I)CN fiN' f ) WASHINGTDN, h. C. } .55 ? ?- ? 1 bcCocc mc personally apPeared On [his G ` d.iy of 7" -, ? 6 mc duly 3worn (or aflitmed), Uavid L. W.irncr, t'o mc p_i m?1ty known, who, bcing y .. ?i? ti;ry Lhal hc is Lhc h'rcctor, OLfice of Rcat h.=l ,?C?l.hcc????.:iLsaCC1Xec1?CO?sa?d?g? . Ik_pacCment, oC Che UniCed tiCaCes IosCal urviee, i thaC said insCru- in?Crwnr:nC is the 5ca1 of ChC Unitcd SCUtes Post21 Scrvcc? menC w:,s si?,ned and sehled in behnl[ of said 4'osCn1 Service 6y :?uthorLty given by slnCu-c ;ind duly drt!.;?.ited, and snid D:ivi.d-I,. Wu[ner ncknowledqes the execution of Lhe d inSlruni[n[ .i; Lhe CC?-t act ;' n?l decd u( ?h!s:iid l;niCed SCales PoStal .. St,rvicc. . r . . 1 Y / yoLa[y' E'U L1G - Mr ppSYl1]IOh tApIR{II MA1 346 l978 . . .... _ el' . . . . ,.- _ >..?:? . e._.,.?. .v .. .., ..... ..._.-.?,'?..' _ . : JAMUAPY? 474iY, YlNN• F= ;i..? T:'?r, ?i ...... 2654 50(PEl.1 ?q„?t? ? II ,.,. -•-? ?^-i ?aN? . . . ..oax ao,ao ) . .. , . ' ?]9 ?l '6??1120 ' - .e?u a.FiYei . .. . .... . L,5.0.. - " ? qa ? a ?4? -- -- - ? ' - ,. .. .. A t ` ClU@UIEW _ Qs1?VET_- ? ? ;.. ? ERSEA1&4l' DoC-? 746 18 Lt 0,, o. ri :^•? r- i-• LLJ ?r -•, ':. ,_. , aogd Met" Ssu&A-4, 9.k. SEI2VICIE • SALIES • HN6'TP.LLAT&ON 11303 EXCELS[OR BLVD. HOPK[NS, MN 55343 (612) 933-4800 FAX (612) 939-0418 June 26, 1991 Ci t y of Eagan Attn: Bi11 Adams 3830 Pi1ot Knob Rd. Eagan, MN 55122 RE: U. S. Postal Service, Bu1k 11ai1 Center, Eagan Dear Mr. Adams, To confirm our conversation regarding the ebove referenced sfte. We vi11 begin replacing the tanks and pjping on Monday, Ju1y 8, 1992. We don 't need a permi t for this pro ject es i t is for the Federel government but I wi11 ca21 far inspections per your request. Thank you. Si ncerel y, PUMF & METER SERVICE, INC. Karyn Peters Construction Coordinator Fueling Systems - Edectronic Gauging & "`"•`" Self-Serv Equipment - Compressors Inventory Controls - Fiberglass Tanks & Pipe I,PEI Auto Lifts & Parts - Service Station Pumps Line Testing - Tank Testing '°""'" Card Control Systems - Canopies Progressive Consulting Engineers Inc. PCG 8120 Earle &own Drive, Suite 829, Minneapolis, MN 554342581 (612) 5649133 FAX (612) 560-0333 July 2, 1991 , REGe4m? 3 ? City of Eagan - / Attn: Mr. John Wingard, Design Engineer 3830 Pilot Knob Road, P.O. Box 21199 Eagan, MN 55121 Re: Pazking Lot Repairs and Right Turn Lane Improvements United States Post Office Bulk Mail Center, E,agan, MN Dear Mr. Wingard: In speaking with Mr. Ed Kirscht of the City of F.agan, he informed me that no formal permit is required for the work which is contemplated on this project. The project consists of: 1. Tre construction of a right turn lane fram L.exington Avenue inta the facility for which a permit has been requested from the Dakota County Highway Department. 2. The construction of overlayment and seal coarina. operations within the parking lot iiself. 3. The addition of some catch basins to improve the drainage capabilities at two of the entrances. We are forwarding you these plane and specifications at this point in time in order to keep you informed of the project's scope. If you should have any questions, please feel free to contact me. Sincerely, ? Norman Gartner, P.E. NG/js File: 90036 cc: Mr. Roger Sjobeck, The Adkins Assoc. Mr. Steveii Hustad, U.S. Postal Service Civil • Structural • Water Supply • Municipai 2006 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 46o eo Date ?. ? Site Address CN?n k-\? Unit # S Tenant Name rmer Tenant Name Pmpjerty Owner &a?nrd /1D/i? A,,/ I n 5 ? bu?k YM'^ CP`"4 Telephone # ( ) 31L? o L- Contractor 4- J , 10c° t rS /6 1,?4 17-7 ? / d1 A/? naaress 2?-lS 'rv w c, t)rt v-e city We;,v ???r,(,- State 12114 Zip S3i? 5 Telephone #(FS/ ) 73?-1?64?d License # 0,7 9 Y`/ Expires: / 2-31"O,e The Applicant is _ Owner _ Contractor _ Other Work Type New Bldg _ Modify Space _ Irri ation System** _ Yes _ No Work in public r-o-w / easement? _ RPZ _ PVB: New ? Repair/Rebuild _ Replace _ Remove Rain sensors are reuired on irri atioa s stems Description of Work It\, eZZvCIl f 1112 To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 . Meters - Call 651-675-5300 to verify that hydrostaflc, conductivity, and bacteria tests passed prior to pickinE up meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 167.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers Yes No PRV Required _ Yes _ No Permit Fce $50.50 minimum (includes State Surcharge) Contract Value $ x 1% _$ Pemut Fee $ Meter(s) Required on al1 new buildings & boulevard irrigation svstems $ Radio Meter Read $ • vC-D State 3urctiarge If oermit fee is less than $1,000, surcharge is $.50 ' If nermit fee is more than $1,000, surcharge is $.50 for each $1,000 owed. ---------------------------??????----------------------""'----- - Following fees apply when installing new lawn irrigation system $ Water Permit Call the City's Engineering Depariment, 651-675-5646, for required fee amounts $ Treatment Plant $ Water Supply & Storage $ State Surcharge $ Total Fee I hereby apply for a Commernal Plumbmg Yernut and acknowleage that the tnIOrntanon is compleie anu xuumaw, uw uIQ wtI.I. .+... .,l, ... ? ................... ...•.. •... ordinances and codes of the City of Eagan and with the Plumbing Codes; that I unders[and this is not a pemut, but only an application for a permit, and work is not to stazt without a peanit that t c work will be in accordance with the approved plan in the case of work which requ'ues a review an roval of plans. ApplicanYs Print iiName pplicant's Signature Clty of EagIl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ----------, i----.--- ?? 1? ???? n I For Office l1? I ? % ? Permlt #: ? i n MA?' 1 3 PermitFee:?J• ??L I I '7a ? `C Date Received: ? ,? L1 i S 1 S?•?] f--Et? !" L i ?r ?`L9, ? I 2009 COMMERCIAL PLUMBING PERMIT ? Staff: I -----------------I APPLICATION Date: 5-11 - 0 9 SiteAddress: 31 65 Lexinctton Avenue Tenant: Bulk Mail Center Suite #: PROPERTY Name: Bulk Mail Center Phone: Scott Blom 816-304-23 OWNER CONTRACTOR Albers Mechanical Serv Name: 3-PM l'?'?? f LI Inc ? License #: 05931 Address: 200 Plato Blvd W City: St. Paul State: MN Zip: 55107 h Phone: 651 -224-31 00 Contact Pe rson: Becky Gerlac TYPE OF New ? Replacement _ Repair - _ Rebuild _ Modify Space _ Work in R.O. WORK Description of work: Replace RPZ valve Test report already submitt PERMIT TYPE COMMERCIAL _ New Construction _X_ Modify Space _ Irrigation System (_ yes I_ no) (_ RPZ 1 _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to oickina uo meter. Domestic: Slze & Type Fire: Size & Price 3!4" meter 203.00 Avg. GPM High demand devices? Yes No Flushometers Yes No COMMERClAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract vaiue $ x 1% -$ Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 _$ Radio Meter Read - If Permit ee is less than $1,000, surcharge is $.50 =$ Meter(s) - If Permit ee is> $7,000, surcharge increases by $.50 for each $1,000 $1,000 Permit Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.D0 surcharge). _$ State Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ W31 V2d L??n L,'cx(Q -'U'}i I i fils I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with ihe ortlinances and cotles ot tne ctty ot tagan; tnat I understand Ihis is not a perm'd, 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 of plans. x Rebecca Gerlach Applicant's Printed Name X 4 / . f (_rc L &1ApplicanYs Signature i2 k? 7 FOR OFFICE USE Approved By: Date: Repuired Inspections: ?Under Ground _Rough-In _Air Test _Gas Test _Final PRV Required: _ Yes ? 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I i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~--J t---J ~__J l__. ~_~..J l__J ~__J L__.l l._~_J l__J ~ ~ ~ ~ ~ ~ ~ ~ ( F- -1 ~ E- . ~ ' i~ ~ I I ~ I ~ 1 I ~ I ( I ~ 1 1 ~ I~ , ( ~ ~ ~ , ~ ~ , ~ i I I t ~ I ~ I I I ~ I I I i I I ~ i ~ I I i ~ ~ ~ ~ ~ ~ I ~ _ i - ~ - ' " ~ ~ I .'1~_-i- F- S f- ~ F- ~ I-- -`f'" ~ f- ~ ~ ~ . . - - - - ~ I I I I I I ~ I I ~ ~ I~ ~ I - - - ~ i ~ i i i I I I i I I I 1 I ~ ~ I , ~ I ~ I' I I I I I i I I I I I 1 I~ I I I I~.:. \ I I ~ ~ ' ' I t~ ~ ~ ~ ~ ~ ~ ~ ~I 1 ` I 1 ~i I ~ I I ~~I „ I I I I 1 I I I I i ~ . . . ~ ~ ~ ~ I I I I I ~ i I I I ~ I I ~~1~ I I I I . . , ~ _ ~ . , . , . ~ I i ~ i fl <t h I , , F- I i- i F- i- 1-F ~-1- I r- ~ ~ _ - - - _ - - ~ _ . `-~~'~-V--~~--F I F- -F-- I- ~ ~ F- ~ I i ~ I- . i -1 i r- f- i r- _ - ~ - 1 r I I I I... ~ ~ ~ ~ ~ - --i 1 ~ ~ ~ i i : . I ~ n. 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' . . . . cn n. cn d • cn d ~ n. v~ ~ v~ ~ . ~ ~ I I ~ ' I i I I I ~ ~ ~ ~ ~ ' ~ ~ i N~ ~C X X ~ ~ ~C ~ X ~ i~ ~ ~ . ~ ~ I ' ~ ; I I - , , I I I I 1 I I I I ~ I ~ I I I I I I I I I I I I ~ I I I I I ~ ~ ~ I I I I . , , ( ~ i I ~ - i ~ I ~ I ~ DEMOLITION NOTES , `i ~ ~ ~ I I I ~ i , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1~ REMOVE ALL SPR~INKLER H~EApS AN[~ ~ ~ I PIPING INDIGATED~BY`A CRpSSHA7CH.. ~ i ~ i , , , ~ , i , ~ ; ; I ~ , i ~ I ~ I ~ ~ ~ , ; i I ; . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i I I I I I ~ ( ~ . ~ ~ ~ i , , ~ ~ i I I ~ ' I I ~ I _ . . ' i ~ X I I I t 1 I I I I ~ I~ ~ I ~ ~l li ~I , ~ ~ I ~ i ~ i : I I ; ( ~ ~ i ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ i ~ I I . I I I ~ I I~~~~' i I ~ ~ I I ~ I ~ I ~ I I ~ ~ . , : ~ x ~ ~ ~ ~ I ~ , . I X I ~ ~ I X ~ ~ ~ I ~ . - ~ ~ ; , i ~ ~i , NOTE: ~ . - - ~ - - ~ - - ~ - ~ ; ~ ' , ; , _ ~ ~ ~ , ~ ~ - ~ - - ~ - . ~ THIS DRAWING I~ A ~OPY OF THE ~I" ~ ~ I I I ~ I ( I ( I ( ~ ORIG INAL CONS~'RUCTION pFfiAWING; AND _ 1 I I I I i I I I I I I I p I i I I'' I I I I ° G-6 ~ ~ ~ _ , a ~ I I I ~ IS FSSUED AS AN AlD TO THE: CONTRRCT4R FOF~ INFORM~1TiQN:ONLY. ~ . 4"1„ ~ , ; ~ ' I ~ i VEf~1FY ALI~ EXIST~NG CbND1TI0f~1~AND;' ~ ~ I 1 ` DEMOLITION' NOTES. ' ~ i I ~~I , ~ ~ I I I ~ . ~ ~ I I I I I I I I ~ . ' I I I I , ~ ~ I I ; I I I I i' I I I I I I, I I I I 3 . I I I !t 1 ' , : . I ~ ' ~ . ~00. i ~ ! , ~ E w r- , m~ . ~ ~ ~ ~ I I i ~ , w c~ , ~ I ~ _r _ , za ' X ~ ~ ` 'X ~ ~ ~ ~ . ~ w ~ ~ ~ ~ ~ i I y,( I I I ~IC I I' I I ' ~ ~ ; ~ X ~C , ; ~+c r : . : ~ WZ ~ , Q . . J ~ - YU ~ - m . ~ - Z I ~ ~ . , , ; : ~ ~ i ~ ' d (/1 - - - - - - . . _ . . - - - - - - • - - . _ . . ---1--- I ...I..- - ~ - - I - - - - - - - ~ ~ ~ . ~ ~ ~ _ - ~ ~ - - ~ - - _ ~ - - - ~ - - r. - - ~ ~ - - ~ ~ ' ~ ~ " ~ ~ I 1 ~ 1 1 1 1 1 f 1 I I ~ , ~ ~ ' ~ ~ i ~ c i r F " ( ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ! I i I . A i ~ I I ~ ~ ~ ~ ~ I ' ' 1 A -.~~,.,.r~+ ~ ~ ~ i .___J ~ ~ ' - - ~ - - - ' - - ~ - - - - ~ - - ° ~ - w - ~ - - ~i- - ~HJ 1 7 8 8x 11 13 16 6 ~ I ~ ( ~ , • KEY PLAN I I i - - - - - ~ - - - - - - - - - - ~![RElY QEII1fX TWIT TMMS PlkI,5PCCfYCA1'IOM`,Ok;qEPO~T ~ - - - - - - - - ` ~ n` W~ ~EPAqED HY ~YE~ Olt IMDEA; NY OWECJ 3UpERWqN Np THAT. IAM'A:pUCY REOISTEREQ~ `~ESSq1U1l B~IFN UI~R ?K 1AMi 01~TN[ ~T~TE OTA ~ . . . . / . G<" ~ , ''.~p,?h, ~ ~ / 'eta rb 1 °'~'T!1 ~ . _ . . . , _ . ~ ~ _ . . . _ _ . . . „ ~ , i DATE: DRAWN BY: ' REVISION NO. EXPLANATION SHEET N0a 6-13-90 CCM DATE PLAN VIEW UNITED STATES POSTAL SERVICE. NL rr c e en SPRINKLER MODIFICATION a eron M N DESIGNED BY: CHECKED BY: T. P A , M N N UL NT R DE OLITI0 TA UL K MA L i , m2- I C. LJP JJS CONTAINER LOADERS INSTALLATION 4:1S Assoclates>ne. i . Engineers a Surveyors a Planners SCALE~ 2021 East HennePin Avenue e MinneaPolis, MN 55413 a 612-331-8660 -331-8660 1 /8" = 1 `-0" OF 3 . _ _ _ - . _ K, _ - , 1 0 , ' . . . . . ' . ' ~ . . ' S 1 . " •oH rxan+~vaa - 11 , , , 12 13 . . ~ . ; , 14 . ~ ~ ~ . ~ . - ~ . . . ~ . . 1 4.'. S , . . . : . - . ~ I t 4- r ~ , , ' 4~'- 1Y ' YP. » - 3-0 (TYP) fYP) 6'-0" CTRS 3'-0" (TYP) ~ ~ TYP i _ _ i `.J ~ _ ~ - ~ , , ~ - - - - i - , -r-: - - i - , - - ~ -i- i i, i r ~ , ~ i i i ~ ~ . 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I I ~ ~ ~ ~ rr ~ ~ ~ i i i i i i ~ i i i i i ~ ~ ~ e. ~ ~ i i ~ ~~p~~~ ~ i i i ~ ~ i i ~ i ~ - -1- -~p~- --I-- ~ ~ ! _1_ ~ ~t ~ i i ~ , ~ i - - - - - - i _ i i i i i i ' i ; i ~ ~ _ ~t ~ + i - _ ` i _ _ _ ~_"L'-~-~NY' .1_1- i I I ~ ~ I ~ ~ ~ ~ i ~ ~ : ~ . . - - - - - - - - - - 1 - - - _ _ .l__._ . _ - ~ --i_ i_ i ~ i ~ ~ ~ ~ i i i - - - - - - - - - -1- - - - - ~ _ I ~ ~ ~ I I ~ I I I I ~ I I I 1 I ~ . ~ ~ , . . . ~ . , ~ . - - - - - - _ _ _ . . . . . i i i ~ . ~1 I ,y .y ~ ~ i ~1, ,y r. i ~ i i i i~, i~, I i ~ ~1 i ~ ~ ~ ~ i i •l i ` ~ r i ~ i i ~ i i ~ i ~ i i i f i i i ' i i ~ ~ ~ ~ ~ G ~ ~ ~ . ~ i 1 I ~ ~ 1 1 I ~ ~y I ~ ~Ifl, N M ~t ~ ~ c0 I I 00 i ~ O ~ N ~ ~ I \ I ~ i ~ \ ~ p i N'\ i ~ I ~ ~`I I ~ I ~`I I ` I ~`I I I I I 1, I I I ~ ~ ~ r~ ~ ( 6 - r- r.~ ~ ~ ~ 1 I I I 1 I i I I ~ ~ I 1 ~ F- ~ I I ~ ~~l F- I ~ ~~l 1- I ~ N: F- I N , i.- i NI ~ f.-~ ~ N~ i M- i N I F- i F- i I I- i I f,: 1 J~ ~ J~ i i d~ I i i i I ~ . ~ ~ ~ ~ ~ I I ~0 ~ i I QO ~ I I O N t7 N ' I f,: ~ I'~~ 1~ I h~ \ ~ d~ d' d') ~ d' ~ d') st' ' ' ~ ~ ~ ~ ~ ~ i~., ~ ~ i~ i ~ i t~ i~ , a i~ i ~ i ~ i ~ i I ~ I i ~ a a ~a ~ ~ a. ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~I ~ I I I I ~ . . ~ . ~ ~ ~ d Ct' ~ ~ i ~ ~ i i p. ~ i p, i i p,) i i Q i i i ~ ~,p I I I ~ ~ d. I 1 : ~ ~ ~ I ~ i I I I I i i ~ _ . . - . ' ~ 4._ . . , . ~ i n' i ~ a ~ ~ a' a' ( a ~ a n~. ' ~ . : . 1~' -~I F-'_--~I • ~--_--~I I~'-_'-~I - - - '_~i - ~ - 7t' ~ ' _Z ' - . - - - TT ~ . _S__~ Z_=Z' Z_Z' ~ -r- ~ ' t'- ; ; ~ ~ '~--i ~ - - _ ~ a ~ , i i ~ i i i i t i i ~t~ i+ ~ i ~ I I i i i ~ i i i i i ~ i i i i i i i i ~ i ~ ~=t-~ ~ - ; - - - , . ~---i r -i r-~-~ ~I ( . ' ~ l ~ l ! ~ I 1 I I ~ I, i ) I I I I 1 I I ' ' ~I~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , I I f I f 1 i f I I 1 I' 1 I I I I I I f i i . I i i i i i ~ ~ I ~ i~ I ~ i i i I ! i i ~ ~ i i i i i i i t ~ ~ ~ ~ ' ~ ~ ~,e~~ : . ' i i i i I i i , , ° i i i ; i I , ' ; i i, ~ ~ i i i i I i i i ~ ~ i . l__J __J I L.__~ __i L__J I L__.J l__J . L__~ L__J I _ i i i i i i I , ~ i ~ ~ I ~ I ~ ~ I I ~ f- -i -i F- -i . w~.. . ~ ~ I ~ ~ ~ , ~ ~ ~ I ~ i , i ~ , ~ t ~ I~ ~ i ~ i~ ~ ~ ~ ' ~ ~ ~ ~ ~ ' ~ ' ~ ~ ' , ~ , , ~ , , ~ ~ _ - _ - - ~ - ~ : -i_..,-, _ - - S - _ ~ -t---+-- ~ - - ~ ~ : _ ~ ~ - - + ~ . ; ~ - - - - ~ - - _ ~ ~ ~ ~ - - - ~ - --~-f- ~ - ~ - - ~__I__ ~ - ~ - . T ~ ~ ~ ~ ~I ~ ~ . . , . , . ' . . . . ~ ; ' ~ ~ ~ ~ ~ ~ I ' I ~ ~ ~ I. i ~ I 1 ~ i I ( ~ ~ ~ ~ ~ I I ' . . . ' . . ~ , ' ~ ~ i1 ~VI, I ~ I v ~ ~ ~ ~ I I ~~I I ~~I I ~ I I ?~I I ~i ~ I I I ~I I I I I~~~ i~~ ~ ~ ~ ` ~ ~ ~ ~ ~ I I I I ~ ~ , . . . . . ' ' . ~ ~ r~ i ~ I I ~ I i ~I I I I ~ ( I ~I I I ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ( ' ' . . _ ' , ~ ~ - ~ ' , ' • . ~ . ' . . . . . . . , . , ~ . I F- ~ ~ ~ _ - - - + i _ 1 ' + I r- -1-+~?--t---i- i i . ~ ' ' " . ~ • . ' . 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N~ ~I ~I v~l cn) cnI -v i ~ ~ ~ vl u~I v i rl ~ i i ~I ~3 ALL EXISTING FIPING SHOWN BY : _ _ ~ DASHED LINE. , , ~ r~ cn ~ oo va cv ~ cn a n c~n v~i ~ a ~ ~ ~ p ~ ~ I 2 N d ~ U i-I Z ~ s ~ ~ . I ~ ~ I ~ ' I , I , ~ . , ~ ~ I i ~ ~ DENOTES CbNN ~CT TO` EX~~151"I NL°~, I , l I I I i I I i i ~ ~ ~ ' ~ Zi ~ I , / 14 ~ , / ~ ~ ~ ~ ~ , ~ . ~ , ~ , l ~ ~ ~ ~ ~ i i I I ' i ; ~ I I ~ ~ ' ~ ~ ~ ~ I I I I I I _ ' ~ ~ . , ~ ~ ~ , . , I i I ~ i i I v~ . u ~ ~ ~ IZ c~ ~ H ~ _ ~ ~ ~ ~ ~ ~ z ~ ~ I ~ ~.o ~ I ~ ~ I I ~ = I I ~ , W~ I i i I I I I ; ~ ~ ~ ~ ( ~ ~ ~ I . . . ~ , . i , I ~ ~ IQ , ~ --t _ _ ' ~ - - ~ - ~ - - - - - - - _ B NOTE; , ~ ~ ~ F^ s ~ I , II ~ '{I ~ I ~ i ~ THIS D-RAWING IS~A COPY OF THE . ~ I- ~ 4 ~ ~ ~ ORIGINA~ CONST~RtlCTiON bF{~W~ING, AND' , ~ I I I i I I I ! ~ G`6 ° _ _ ° ~ ~ - ~ IS ISSUED AS AN~RlD TO T~iE ~ ~ - - 42~~ ~ d , CONTRRCTORF~OR INFORMaTION~ON(.~. ~ ~ i ~ i VERIFY ALL EXIST~NG CONDITION~ AND < . ~ I ~ ~ U o ~ ~ DEMOLITION NOT~S~ ' : . U I ~ I I , . o ( ~ ~ ~ ~ ( ~ ,1 ~ ~ ~ ~ i I~ I'I/4 I ' , ~ . , ~ r , , ; , . , . ' ~ N MI J j ~ ~ , ~ ~I ; J I I U i ' J I ' I ~ , ~ ~ P'. v . ~ . ' . . ~ . . e ~ ~ ~ ~ / , ~ ~ I I I I ~ ~ ~ ~ , ~ ~ ~ ~ I I I ~ ~ ~ ~ i ~ , } , ~ ~ _9„ ~i ~ i ~ . ~ i m ~ . . . ~ I , O . ~ 1 ~ ~ - ' ~ .._I__. K , ~ - - - - - - ap . I 1 I 1 ! II' - - - _ 1 1 ! 1 1 1 ~ 1 d' ' ' ~ - 'I ~ I ` ~ , ' ~ ' ~j . ' . ' ' . ~ . . ~ ~ . ~ I f I ~ ---p-~-=~- i j i ~ 1 ~ ~ J ~ ~ ~ ~ I I I~ II I I I I ~ ~ , I I ~ . I I ~ I ~ - _ _ ' I ~ ~ - .L ` - - - - - - ~ ~ ~ ' ' - w _ ~ _ _ _ - _ ( A ) ~j ~ 7 8 8x ~ 11 ~ 13 16 1G~ ( ~ ~ ~ ~ . KEY PLAN , i ~ ~ ' . 11[II[lY~.CEICTFY TH~T tN15.F'I.AN 9PECF~ICAtI(1FF OR R[IOMT ' ~i ~ - ~ - - - - - - - - - - - - - - wI8 PIIlPMED' BY k[ QR IMDER YY DMEC?" SUPfRV15lON Mp ~ - - - - ^ - --..1 ~ (~1 TMAT IAM NDIAY RECSTEREDpRO~P~E/q~'' ~K H'UPqER Jl TK LAMfS ~ StATE OF ~ ~i+r ~ i ' i i ~ - ^F~ ~ ~ ~ ~ , ~ % i I ~ ~ fJ ` : ~a~~ ; I ~ ~ . _ I. . _ , . . ~ ~ , ' i. I ~ ~ ~ ~ ~ DATE DRAWN BY~ ~ RFV~~~n~~ ~,n oaTE, ~xHLANa iUN SHEET (d0. UNITED STATES POSTAL SERVICE ~ vrr PLAN VIEW c e e n 6-13-90 CCM ~ ' SPRINK R M F AT ~E ODI IC ION I a eron & ST. PAUL, M NN S TA DESIGNED BY: CNECKED BY: U L K MA L NT R N Ew CONSTRucTloN i s , socla es, nc. Lc. LJP iis ~ CONTAINER LOADERS INSTALLATION 4::LSIL ; , M3 Engineers m Surveyors ¦ Planners ~ ; SCALE: I 2021 East Hennepin Avenue ¦ Minneapolis, MN 55413 ¦ 612-331-8660 -331-8660 1/8 1 ` -0'/ . OF 3 l, ~ .v. For Office Use ~y of n Permit T , City IUf nail Permit Fee: ~0 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: 2009 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: ~o L t 1 Site Address: Tenant: Suite PROPERTY OWNER Name: U.._~~ Phone: Address / City / Zip: 3 Ay, G ?M' Applicant is: Owner Contractor TYPE OF WORK Description of work: `t A Construction Cost: Estimated Completion Date: CONTRACTOR Name: . - License CAWS;- Address: ,34t It, , IL, y~ v City: k-. ?r _.l State: i Zip: 'S ,36 Phone: Contact Person: y s FIRE PERMIT TYPE WORK TYPE - Sprinkler System of heads ? New - Fire Pump 7 Addition - Standpipe Alterations Remodel Other: (e. j ,.Z ,r ry r .t Other: DESCRIPTION OF WORK: ?Commercial Residential Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ x 1% Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ Sb TOTAL FEE 3/4" Displacement Fire Meter - $203.00 $ Fire Meter $ e1 3. TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; 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 TApplicant's rk will be in accordance with the approved plan in the case of work which requires a review and approval of plan x t tw- , Applicant's Printe Name 2009 Sig ure JUN 2 3 FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Reviewe Date: _ / - 7 / . . . \ . . , . ~ ~ . ~ . . ~:`1 . . . . . . ~ ~ . . ~ . . . . . . ~ . c~ . . . ~ . . _ . . - . . . . ~ . ~ ~:t . ~ ~ . ~ . . ~ ~ . . ~ . ~ I . . ~ ~ 7:( . ~ . i , ~ . . ~ . ~ ~ . ~ ~ t . . . ~ . ~ . . 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I.;#! _ ~ REVIEWED ` . - BY G~"~~~~` ~ ~ i~N DATE ~J~~ ~ ~ ~~~~$~11 ~d'~ - b~~ ~ ~i~g~~~7~~~ '1~~. ~ ~ ~ ~ ~A~r~ ~ ~ ~~vr~t~~a~ ~ ¢ ~ ~ ~ ¢ P Ft~;,, 'wz :~-~si ~fi r~~ " ~ ~~~~r i ; ~ t ~~d ~ ~ ~"~4.~~~ ~ ~ .,~3 g~y ~~"'y6!""~ ~,.p ; ~ ~9 p-}J ~ , ~ , D D ~ ~ ~ a 1~-'' ~ °~Slf9; ~ x ~ ~r., ~!'d!,~,'+s~": ~u~, ~ $ u~,~..~,ar..~,~~,nv~x-'s~`.,~~~` ~"rc~v,~ ~"t~1...,~., ~ ; ti' U l ~ ~ ~,.~r ,rsmn t~u ~ . •.~~3r~~;Sa`O~~a~Jsa~E~ e...~_, ..n,.~.~~«~,~,~ ,~~,;~p~~ st~~st:~"`r~,~th~~i'~ai„1'~''k~&,~"~+~"~`9~ . ,~s.~'R~~~"k 5ttR1~EYEp sGAC~ HEADS • JCiB APt~ OVAi„ OF . . ~ S"A~~~ ~ SPRINKLERS 11650 2120 TC~TAL DRAw+NBY Sii~t't[ tpNTVACtNb. y fEa . ,yp~p OF Ft. ..x„JS . <iw.~~ ~ s8~6 `~4 i~',~` kc~& 0%1 ~~~~i ~ ak"mm : f q, I ~~66 #~~SE PL,~CE ST; P~lC.iL,,~IP~~9. f ~ ~ , ~ ~ . ~ . < ~ ~ . . , ~ _ s; ~ A , z 6~ p G _ 23~~ , ~ ; ~ ~ E ! ; F zopo ~s~o ~voo ~ ,abo ' ~ ~ ~ N ~ ~ J 1~ ~ , ~ J , ~zao , r ~ e ~o ' ' ~ ~K L ~ i ~ ~ ~ j; a a c~o s p~/~ 7~yr~ o~; ~ _ - ~ ~ ' ~ , ~ ~~l Y 4~ ~ J f'? e f , ` ~n y~ I ~ n ' ~ ~t r a ~ ~~ti~l ~ ~~i"'~' ~ ~ ~~,.i; , ~ ' 3 ~ / ~ ~ - LEGEND ' Z ' ' _ < , ~ t . ~Exl$npG " , . . . . ~..~„~q, . : q t ,,~A. oa c ~ HOADwarS 0 CSEC - ~ ° . r ' ' ~ NElll ~ . 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WW fY I~ : nr ri I ~ ,i Z '1 :CRC KE~ ~P p ~I~QJ ~ ~ ,.~iku . . ~ ~ ~ t'~~~ ~ E~ o ~ oi~ NW x ~ , ~ , sr P ~ a ~ ~ q V ~w ~IN ~ . . . ~ q~l 5T . ' RlV£R X~C I.~ ~4~ ~ ~ 1 i~ ~ ~ v P i HE: . OMf . . . b . K. R€..; X-0C V ~ ~ ~ ~ , flt 4 2 .5 ~ I - / - ~ ~ ~tii B4v' W~ )P„~ ST I n ~ . J N :2 P _____.;x.,~ K p . . . ~ ~ ~ . . , Q~~ ~ PARM ~ ....zi e l4 . ~ ~a . ' . }fv~ . lJ : G .~Oh ..Y~aUe~ . ~ ~ -.z.. ~ " ~ ,~0~ ~ 0. ~ EX.P' . .,o . . . I"'_._, . R~. .ME ;r ~ 9.. _ ' ~t ~ d N 4 f. . PNWY ; ` - C_ . ~ C .O ~ o ~ ~ ~ i ~ ~ CALV ~I ~ F . . . ~ . ~ . CE A8 ~ ' a ~ 0. ~ ~ ¢ f~ ~ tw ~ ~ x ` 4 ; . . i m . CAN 5 AG( ~ - ~ ~ IR fRl C .s~ I~ ~ ~ ~ . J . ~ . ~ i RIDGt .CIR ~ a , . ~ ~ LL,;. ~ p ~ ~ ~ .~q R~F ~ ~ . f.._. ~a. ~I~ Q~ir . ~ f ~ ~T HILL c x - ~ k 4r U p' , : . ~y1.. M ~ i a . S7~rN 7~. ~a 5T Yt S LA I ,~l . . . . . ~ ~ LJ'.J F. . . ' . _ I. y ::5 W .f~ . I~~ ~3:6 . : . y~ :.i~ f: H" ~ - ~ i =M .a ...L,.~ ci~~. s.~ ~~o lRE~ TA.. 2 0. ~.>ti.cw, a . 0{~4&.I PARK~~ ~ . . ~ ~ r° . . 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PAUL, : N 55102 DESIGNEG: 612 24-1358 ~ ; PAX 61Z 224-6621 NP~ TITLE SHEET PROGRESSIVE DRAWN: CDNSULTING (s,~~5sa-s~s3 _ _ , . . . . ~ . . . ~ ~ . . . . . . ~ IA1 . . . ~ e^ r-~ ~ e^~ -r r r i ~ r r- r R r. ASSOCIATION ENGINEERS INC. FAX:(612)560-0333 CFiE'CKED- , = r V J I l..J t" t' i l.. t, CS M~... , tHl~f-~ I~i f,fl ( INi 1'~ J(~ I f-~ WITH ~ h;, ~A ' 6120 EARLE BROWN DR. MINNEAPOI.IS. MN. 55430 ~ : ~CTS , _ _..a.. . r L , ATE: S heet `~ic. 1 0~ ~ 5 h eet4~ ~ 9/ City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 3165 Lexington Ave Lot: 1 Block: 6 Addition: Section 10 PID:10- 01000 - 010 -06 Use: Description: Sub Type: e - Underground Sprinklers Work Type: RPZ Description: Rebuild Meter Size Meter Type Manufacturer Comments: Permit closed w/o inspection - (SB) 2/8/08 Fee Summary: Kim Renville Contractor: Genz Ryan Plumbing & Heating 2200 West Highway 13 Burnsville MN 55337 (952) 767 -1000 PERMIT City of Eaan PL - Permit Fee (Res Modifications) Surcharge -Fixed Total: Applicant/Permitee: Signature - Applicant - Permit Type: Permit Number: Date Issued: Permit Category: Serial Number Remote Number Owner: U S Postal Service 3165 Lexington Ave Eagan MN 55121 $30.00 0801.4087 $0.50 9001.2195 $30.50 Issued By: Signature Plumbing EA081502 12/18/2007 ePermit Line Size I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State