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1771 Yankee Doodle Rd CITY OF EAGAN SEWER SERVICE PERMR 3830 Pilot Knob Road 6647 P. O. Box 21199 PERMIT NO.: Eagan, MN 55121 DATE: ~ ~ Zoninp: Na of Units: Own.r. (;r(.srer Inc Addross: Site Add rc~ 1;~: ~'an ee aoc. e ~.ee L1 i B1 Plumber. Wenze _.ec SSLley Terminal Ind Pk ~ L~L~ / . . I rgne to vemPly wkb tle Cih? of [opa Connactlon Charps: Z•o .ri r.)• o c i~ ordh.~a.. Accow+t Devosit: 10.00 pd ~ Pam-At Fee: .50 nd i Surdwrye: ! 8y Misc. Chorom Dote of Insp.: Totol: ~ 1 nsp.: Dots Paid: CITY OF EAGAN WATER SERVICE PERMIT 3830 Pilot Knob Road 5457 P. O. Box 21199 PERMIT NO.: Eagan, W55121 DATE: 5--4-84 2oniny: r No. of Units: Owner. Cresser Inc Addrcss: Site Address: 1771 Yar.k:ee nooc? e Roa L11 BI Plumber: Wensel '°Sech Sibley Terroinal Ind Pk Mster No.: Connedion Charge: Siu: - Aooount Deposit: Recder No.: Permit Fee: 1~• ~0 pd 1 y~ to eemPl~r wllli tM Cihr oF Eogan Surchorge: . 50 pd prAMMisc. CFwroes: Totcl: gy Doft Pafd: Date of Insp.: lnsp.' qv^.TY OF EAGAN WATER SERVICE PERMR I Pilot Knob Road P. V. Box 21199 PERMIT NO.: - ; Eagan, Wil 55121 DATE: Zoning: _r,- n e, No. of Units: Owner: ~ r BeiC"P .-r ~ 1771 a~ L11 ;:1 Site Address: i' lr.%r To *-r. ina7 Ind ?'1, lumber. ' r No.: . S Conoection Chorge: siu: J " ~P.•..~.<,•.c.L.C~ Aooounr Depostr. ' Reoder No.: ~ 3 0 7 Permit Fee: 10•00 ~ ~,U S~ . 1 sgree !o eomPlf? wNb fhe Cft ef Ea9an Surcharge: 50 nd Mlsc. Chorfles: Tato1: B ~ - Dote Pcid: i Date of Insp.: 1nep.: I CITY OF EAGAN N~ 8g34 , 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ` PHONE: 454-8700 BUILDING PEi~MIT Receipt # A ter Off d Shop $300,000. To 6a uwd for Est. Value Dote A • 1- i, 19 r SiteAddress 1771 Yankee Doodle 6ect pS. Occuponcy B2-BL Lot 11 Block 1 Gec/Sub. Sib Term Alter [a Zoning I-1 Percel No. 10-68050-110-01 Repair 0 Fire Zone Enlarge ? Type of Const. V _ z Neme M.ke GresSer Move ? # Stories Z Address 1971 Seneca Rd pen,oiish ? Length.nA_ ~ City Eagan Phone 454-5976 Grade ? Depth na Sq. Ft.- ~ Eagan COtiSt Approrals Fees o Name Zt- Same Assessment Permit913 nn O~ Address u~ CitY Phone Woter 8 Sew, Surchorge 1 Fn nn Police Plon check 46b.rSQ... tw Name Fire SAC ~ Address Erp. Water Conn. °CW City Phone Plonner WaterMetet < Council Road Unit 1 hereby ackrrowled9e thot I hove read this apDlicotion ond stute that gldg. Off. the inlormofion is Correcf and ogree to comply with oll applicobla 1549.5~ Sfate of Minnesoto Statutes ond Cify of Eugon Ordirances. APC Totol . Sipnature of Permittee A Bufiding Permit is issued to: on the express wnditlon Ihnt oll work sholl be done in accordonce wit II oppli I State of Minnewto Storutes and City of Eapon Ordinonces. Buildinq Offlclcl E~ 63 iO ~~3y cITy pg EpGAN Include 2 sets of plans, 1 Certificate of Survey & gpILpING pERMIT APPLICATION l set of er.PSC7y calculations. ' / •o To.Be Used For Y• ~ V~~on c~Da 000Date site Aaaress: Z-/Su f 1~~adOF'E'ICE USE ONLY rAt slocx ecb.,f~~~Fseot OccuPancY Alter ? Zoning Parcel Repair-P"- Fire Zone /,,Enlarqe Type of Const. O.mer: fff ""Nbve # Stories Address: Demlish Front ft. Grade Depth ft.. City/Zip !5e : G _ Phone # : APPPOVATS tEES Contractor: /1 V Assessrr•ents Pexmit Water/Seaer SucrhargAddr.5~,. .ca Police Plan eGity/Zip Code: Fire SAC ~/Water CoPhone ~Y py~yr Water ^7.CounCil Road UnArch./Eng.: Bldg. Off. Acldress: APC City/Zip Code: - Phone # : '1~TAL b ~ '~50 . city oF eagan PATRICU E. AWADA Mayor August 30, 2001 PAUL BAKICF.N Mr. William Freischel Peccv cntt[soN Dakota County Service Center- Environmental Waste Division CYNDEE FfELDS 14955 Galaxie Avenue MECnLLer Apple Valley, MN 55124 Council Members gE; 1771 Yankee Doodle Road - Hazardous Waste Generator License THOMAS HEDGES CiryAdminisnaror Dear Mr. Freischel, I Attached please find a completed written response form related to the request for a Hazazdous Waste Generator License at 1771 Yankee Doodle Road. Municipal Center: 3830 Piloc Knob Road if you have any questions or comments regazding this material, please contact the Eagan, MN 55122-1897 Planning Department at 651-681 4685. ['hone: 651.681.4600 Fax: 651,681.4612 TDD:651.454.8535 Sincerely, Fk Maintenance Facility: 3501 Coachman Point BOb KIRIIIS, Planner Eagan, MN 55122 Phone: 651.681.4300 F= 651.681.4360 TDD: 651.454.8535 www.ciryofeagan.com THE LOIJE OAKTREE The rymbol ofsrrcngth and gmwth in our communiry ~ LOCAL AUTHORITY'S WRITTEN RESPONSE DAKOTA COUNTY ORDINANCE 119 (Sequencing Ordinance) The City of Eagan has been informed that the following person has submitted a permit or license application to the Dakota County Department of Environmental Management and the County has made a formal request for a response from the city or township, pursuant to Dakota County Ordinance 119: Name: Imperial Deveopers, Inc. Address: 1771 Yankee Doodle Rd. Eagan, MIJ 55121 Phone: 651.454.3330 In accordance with Ordinance 119, the City of Eagan is providing the following written response to the DepartmenYs request: 1. The city or township intends to consider the above-referenced permit or license application [check one]. Yes K No, if no, please explain why. -T~P, . C_14~-i i s vlr~4 tin cn, 2. The city or township intends to consider the matter and the application appear on its face to potentially meet the city or township requirements for approval [check one]. Yes ~ No 3. The city or township requests that Dakota County withhold any action until the city or town completes its action [check one]. Yes x No 4. Dakota County may issue a hazardous waste generator license to the above applicant [check one]. X Yes No Dated: L~t i n~S yture for City of Eagan do I YW613 print name] tiue] ~'•'~~C 0 U N~ August 10, 2001 Environmental Management Barry C. Schade Director Dakota County Mr. Bob Kirmis Western Service Center City of Eagan 14955 Galaxie Avenue 3830 Pilot Knob Rd. Apple Valley, MN 55124 Eagan, MN 55122 952.891.7557 Fax 952.891.7588 ' www.co.dakoca.mn.us Dear Mr. Kirmis, According to Ordinance 119, Sequencing Ordinance For Dakota County (enclosed), Dakota County cannot issue a Hazardous Waste Generator license to a company within a city or township unless the company meets all local permits and license requirements. Dakota County is requesting in writing whether the company listed below meets all of the local permits and license requirements of the city or township. Company Name: Imperial Developer, Inc. Address: 1771 Yankee Doodle Rd. City/5tate/Zip Eagan, MN 55121 Dakota County is unable to process the hazardous waste generator license request until a written response is received. Please complete the attached form and return it to the Department within 30-days of this request. If you have any questions, please give me a call at (952) 891-7547. Sincerely, f William F~e~~ Environmental Specialist Hazardous Waste Regulation oldeptlemgmflhwrlgenerat6rN191etter NnW nI.d ~PM wan,~ P~.,,,,~wne r. , THE FOLLOWING IS FROM THE COA'S ORDINANCE DIRECTORY ORDINANCE 119 SEQUENCING ORDINANCE FOR DAKOTA COUNTY Amended March 25, 1997 SECTION 1. PURPOSE In general, cities and townships have primary responsibility for the regulation of land use within their borders. Therefore, it is appropriate that municipal and town govemments act on permits and licenses involving local land uses including use of premises for charitable gambling prior to action by the County. The purpose of this Ordinance is to assure the orderly consideration of and action on permits and licenses for which both County and city or township approvals are required. The Ordinance is intended to reduce overlap and inefficiencies in the processing of applications; while assuring that applications are acted upon in a reasonable time and manner. SECTION 2. DEFINITIONS The terms used in this Ordinance shall have the meaning commonly given them unless specifically stated otherwise. SECTION 3. SEQUENCE OF ACTIONS The following process shall be followed in the processing of permits and licenses issued by Dakota County, except where a different sequencing is required by law. The Dakota County Contiguous Plat Ordinance is specifically exempted from this Ordinance. In the administration of the Shoreland and Floodplain Management Ordinance (No. 50), this Ordinance applies to proposed Conditional Use Permits, variances, and zoning amendments, but does not apply to propased permits-fcr-buildings, shoreland alterati:,n, or sewage treatment systems. (1) Generaf. An applicant for a permit or license to be issued by Dakota County is encouraged to seek any necessary approvals from municipal or township authorities prior to requesting approval from Dakota County. It shall be the practice of Dakota County officials to refer applicants to other local authorities from whom permits or licenses must be obtained prior to acceptance of applications. (2) Applications. When a permit or license applicatiort is made to Dakota County, the Office or DepartmenYto which the application is made shall (a) determine if there has been action by a city or township which has jurisdiction with respect to the matter and (b) if it is determined thaY no action has been taken, request of the appropriate city or township; (i) If the city or township intends to consider the matter; . ~ SECTION 6. EFFECTIVE DATE This Ordinance shali be effective upon passage by the County Board of Dakota County and pubiication according to law, except that any permit applications filed on or prior to the effective date of the Ordinance shall not be subject to the Ordinance. Joseph A. Harris, Chair Date Dakota County Board of Commissioners Approved as to form: Attest Mary S. Scheide Clerk to the Board Assistant County Attomey/Date Date of Signature Approved as to execution: Assistant County AttorneyJDate MD/C96-224 Yi. , MINNESOTA STATE BUILDING CODE DIVISION OFFI CE /biAINTENANCE EI{TERIOR EYVELOPE AVERAGE "U" COMPUTATIOV GARAGE ; • OWNER Micy,apl_C_ r,resser/ioan M. Gresser 3I7E ADDRE33 1771 ygnkee noodle Road Eagan r2n 55122 CONTRACTOR Fa,gan Const. Cn_~ Ine DATE j4jg4A4 PHONE 454-99A2 Determine working square footage of each. 1. Total exposed wall area........ 6437 sq, ft, x ,23 = 1481 2. Total rooY/ceiling area........ 6194 sq, ft. x .06 = 372 Total exposed wall area above Ploor = 6437 a, Total 12" Standard Slock w LFoam Cores 2893 b. Total 12" Standard Block 1-P" Insul S R 663 c. Total_4- $rick. 12" Block 1i" Insul S R 812 d. Total Mansard 842, e. Total Windows/A1Lm. Entran es 873 f. Total_ overhead Doors 312 g. Tot4l-Hollow h4etal Doors 42 h. Total k. Total Determine "V" value oY each wall segment. A• 289R X "V' _ 26 ° 752 b. FiFin X"Ul _ O9 ° 6f1 C. Ri2 R ntJn _()G ~ 73 d. R42 X "U' _in R4 e. A7.'A X "U" .4A ° 428 t. R12' X " V' 47 g• 42 X ffTT' .41 ° 17 h. . X IV' a 3. - X 'tU't _ 3 . ...........TO'fAL = 1461 I4 item #3 is the same as, or less than item #1, you have met the intent of 3BC 6006.(c) 2. o. .y , r ~~i. 1971 SENECA ROAD • EAGAN, MINN. 55122 • PHONE 4545982 General Contractors OFFICE, /MAINTENANCE GARAGE SF CALCULATION SHEETS a. 12" Standar@ B1ock w/Foamed Cores 36' x 21.08 = 759 x 2= 1518 SF 82' x 21.0$ = 1729 SF Less Overhead Doors 12' x 13' = 108 x 2= (312) Less Man Doors 3' x 7' = 21 x 2= (412) TOTAL SF 2893 SF b. 12" Standard Block, 1i" Rigid Insulation, Sheetrock 17' x 21.08 = 358 x 2= 716SF Less Windows A' x 41= 16 x 2= (32)8F 514" x 4' _ (21)SF TOTAL SF 663 c. 4" Face Brick, 12" Standard B1ock, 1}" Rigid Insulation, i" 3heetrock 16' x 10' = 160 x 2 320 82' x 10' = 820 Less Windows 16' x 4' = 64 x 2= (128) 20' x 10' = 200 ~ 203 TOTAL F d. Colorclad, 5/81' Ext. Plywood Sheathing, 15# Felt, 6" Eietal 3tuds w/IIatt Insulation, Vapor Barrier, 5/8/" Gyp. Boaud, 15.67 x 12' a 188 x 2= 376 24.67 x 12' = 296 32.67 x 12' = 392 Less W indows 15.67 x 4= 63 x 2= (126) 6' x 4' = 24 x 4= ( 96 TOTAL SF _ -~n - E" - eov f 4700. 1971 SENECA ROAD • EAGAN, MINN. 55122 • PHONE 454-5982 General Contractors Page 2 OFFICE/MAINTENANCE GARAGE SQUARE FOOT CALCULATION SHEETS e. Windows/Alum Entrances 5.33 x 4-0 = 21 4' x4' = 16 x 4= 64 6' x 4' = 24 x 4= 96 15.67 x 4' _.63 x 4= 252 20.0 x 22' = 440 TOTAL SF 7~S~F f. Overhead Doors 12' x 13' = 156 x 2= 312SF g, Hollow Metal Doors 3' x 7' = 21 x 2 42SF - I MINNESOTA STATE BUILDING CODE DIVISION EXTERIOR ENVEIAPE AVERAGE "U" CONIPUTATION Office/Warehouse OWNERMichael C. Gresser/Joan M. Gresser ' SITE ADDRESS 1775 Yankee Doodle Road, Eagan. Mn• 55122 CONTRACTOR Eaqan Const. Co., Inc. DATE 1/18/84 pHONE 454-5982 Determine working square footaqe of each. 1. Total exposed wall area........ 12564 sq, ft. x•z3 = 2890 2. Total roof/ceiling area........ 24898 sq. ft. x•o6 _ 1794 Total exposed wall area above floor = 12564 a. Total 12" L[9 block w/BD core insulat3.on 5718 b. Total 4" face brick 18" Lw block w/BD core Insul. 5026 c. Total MancarA l`nncl-riicfinn 600 d. Total Alum. Entrance & Windows 656 e. Total Hollow Metal Doors 84 f. Total Overhead Doors 480 g. Total h. Total i. Total Determine "U" value of each wall segment. a. 5718 g 'lpll .12 = 686 b. 5026 g ^U" .16 - 804 c. 600 g l'Ut, .10 = 50 d. 656 X "U" .49 = 321 e. 84 X "U" •41 - 35 f. 480 g ^p,, .15 = 72 g. X 'lUll _ h. X "U" _ i. X "U" _ 3 ..............................TOTAL = 1978 If item #3 is the same as, or less than item #1, you have met the intent of SSC 6006(c)2. Total exposed roof/ceiling area = 29898 ` j. Total skylight area 0 k. Total roof/ceiling framing area (average 10%) 0 1. Total net insulated roof/ceiling area 29898 Determine "U" value for each roof/ceiling segment. j. X 'lUl, _ k. X "U" _ 1. 29898 X HUll .06 _ 1794 4 ...............................TOTAL - 1794 If total of #4 is the same as, or less than #2, you have met the intent of SBC 6006(c)1. Alternate Building Envelope Desiqn To utilize the total envelope system method, the values established by the sum of items #3 and #4 shall not be greater than the sum of items #1 and #2. 1. 2890 + 2. 1794 _ 4684 3. 1978 + 4. 1794 - 3772 , ~jC~~i'~~ , ~~i. ' 1971 SENECA ROAD • EAGAN, MINN. 55122 • PHONE 454-5982 General Contractors OFFICE/WAREHOUSE SRUARE FOOT CALCULATION SHEET a. 12" LW Block w/BD Core Insulation 198' x 18' = 3564 151' x 18' = 2718 Less Overhead Doors 10' x 12' = 120 x 4= (480) Less Man Doors 3' x?' = 21 x 4= 84) TOTAL SF SF b. 4" Face Brick, 8" LW Block W/BD Core Insulation 198' x 18' = 3564 151' x 18' = 2718 Less Windows 20' x 18' = 360 x 3= (1080) 2' x 4' = 8 x 22 = 176 TOTAL SF 9026MF c. S9a11 Construction At biansard 20' x 10' = 200 x 3= 600 SF d. Alum. Entrances & 1Yindows 20' x 8' = 160 x 3= 480 2' x4' =8x22~ 176 656 SF e, Hollow btetal Doors 3' x 7' = 21 x 4= 84SF f. Overhead Door 10' x 12' = 120 x 4= 480SF . ~jC~'~~ , ~~i. 1971 SENECA ROAD • EAGAN, MINN. 55122 • PHONE 454-5982 General Contractors OFFICE/WAREHOUSE "V' YALUE CALCULATION SHEET a. 12" LW Block w/BD Core Insulation Outside Air Film .17 12" LF9 Block w/BD 7.48 Inside Air Film .68 R = 8.33 ~ U = 1 = 1 = .12 R 9733 b. 4" Face Brick, 8" LW Block w/BD Core Insulation Outside Air Film .17 4" Face Brick .44 8" LW Block w/BD 5.03 Inside Air Film .68 R = 6.32 U = 1 = 1 = .16 R 6.32 c. wall Construction At Mansard Vapor Barrier 6" Metal Stud w/Full Batt Insulation Air-Space (Varies) P lywood Colorclad ASetal u = .10 d. Alum. Entrances/Windows U=.49 e. Hollow Metal Doors U = .41 f, Overhead Door U= .15 , . • e .,e . ~w' twin cittir Cestinq ancsormauieennimiw~.~. c~.~;,. ~ 00~ ~ 662 CROMwELL nVENUE ~uooMpi~ &r.`. ST. PAUL MN 55114 PHONE 812/N5J601 REPORT oF: SOILOBSERVATIONS OFFICE/WAREHOUSE Preo~ecT: 1771 YANKEE DOODLE ROAD oATE: January 18, 1984 EAGAN, MINNESOTA REPORTED To: Eagan Construction FURNISHED BY: Attn: Gene Baum COPIES TO: 1971 5eneca Road Eagan, Minnesota 55122 jCcg ff/~Ii1JN~.YL e.:7-f) LABORATORY No. 9-2857 INTRODUCTION This report concerns the results of our recent observations and testing of the soil conditions for the proposed Gresser Office/Warehouse project in Eagan, Minnesota. On January 6, 1984, we were requested by Gene Baum of Eagan Construction to judge if exposed soils were suitable for support of the intended construction. CONCLUSIONS On January 9 and 11, 1984, we observed the soil conditions in the perimeter strip footing excavations. Most of the exposed soils consisted of natural coarse alluvial sands in what appeared to be a medium dense condition. Based on our observations and hand auger borings, it is our opinion that these natural sands should adequately support the proposed construction. In a small area near the northwest building corner, a 20' length of the western line excava- tion exposed existing fill soils at planned bottom of footing elevation. These fill soils extended to a depth of approximately 18" to 24" below design grades. Compaction tests taken indicate these fill soils exceed the specified 95% compaction level. Based on the results of our hand auger borings and these compaction tests, it is our opinion the fill soils should also provide adequate support for the proposed construction. We have presently performed a total of nine soil compaction tests. The results of these tests, which are attached, indicate specified compaction levels of 95% of the maximum Standard Proctor density have been achieved at the indicated locations and elevations. In areas which did not meet specified compaction levels with initial work, designated retests were performed. RECOMMENDATIONS Presently, all interior footing pads are designed to rest approximately 1'-8" below finished floor elevation. During the cold weather season, frost often penetrates up to 4' below existing grades. If excavation of these interior pads is planned soon, we recommend the interior pads be lowered in elevation to minimum frost depth (42") to prevent the formation of frost below the designed bottom of footing elevation. The pads should be protected from freezing, and backfilled as soon as possible to provide frost protection until the building is enclosed and heated. We further recommend all interior pad excavations be observed by a soils engineer to judge the adequacy of the bearing soil for structural support. 115 A MYTU11l PROT6CTION lD CLI[NiS. TMt NlLIC ANO OUi86LVLS. ALL pOORT! AO[ lYOMITTLO At TN[ CONPIO[NTIAL PROrCRTY OF CIICNT11-AND AYTNOII- IIATION i0W PYlLICATIOM 01 STATCMLMT/. CONCL1lSlON! OR [Y}pACT{ IROM OR PEGAMOIH4 OYR qLrOXT! 19 R[iCRVCU p[NDING OUR WRtTTEN APPROVhL. . twm cittir testmq , ano enaineenrw iaoweewUl trx. 662 CPDMWELL AVENIIE • ST PAUL. MN 55114 e"~~~~'ap PHONE 61216d5J60~ UW REPORT oF: SOILOBSERVATIONS DATE: Jdll 18, 1984 IABORATORY No. 9-2857 PAGE: 2 BUILDING PLAN We understand the proposed construction will be a high one-story office/warehouse project having plan dimensions of 151'-4" x 1981-011. The structure will be supported by perimeter strip footings and interior column pads designed to rest on soil having an allowable bearing capacity of up to 3000 psf. The exterior footings will be founded at an elevation of 95'-8", while the interior pads will be at 98'-4". Finished floor for the structure will be at an assumed elevation of 100'-0". BACKGROUND INFORMATION No deep soil borings were performed within the confines of the building area. Therefore, we cannot warrant the soil conditions below the depths of our shallow hand auger borings (3.5'). However, based on a review of our available geological information, we feel the likelihood of encountering inferior soils at depth is remote. , OBSERVATION METHODS AND RESULTS On January 9 and 11, 1984, we observed the soil conditions for certain excavated areas. Several shallow hand auger borings were put down to aid in depicting the localized subsurface soil conditions. The soils retrieved by our hand auger borings were then visually and manually classified according to ASTM:D2488, and estimates were made of their strength capabilities. We have observed the soils exposed at planned bottom of footing elevation for all perimeter footings. The majority of these soils consisted of natural fine grained coarse alluvial sands (SP-SM). These natural sands appeared to be in predominantly a medium dense condition. Some localized areas of loose soils were noticed, and surface compaction of the soils was recommended and performed. Based on our observations and hand auger borings, we judged the exposed natural soils suitable to support the anticipated footing loads. Near the northwest building corner, a 20' length of the west building line excavation exposed existing fill soils at design footing grades. These fill soils were approximately 18" to 24" in depth, and were underlain by coarse alluvial sands. Compaction tests taken in these fill soils exceeded the specified 95% compaction levels. Based on our hand auger borings and the results of these compaction tests, it is our opinion these fill soils will also provide suitable support for the proposed construction. COMPACTION TESTING Thus far, we have performed a total of nine soil compaction tests for the project. These soils were evaluated according to the Moisture Density Relation of Soil as designated by ASTM:D2488, (Standard Proctor). The results of these tests, which are attached, indicate specified compaction levels of 95% have been obtained or exceeded at those locations and eleva- tions designated. In areas which did not meet compaction specifications with initial work, designated retests were performed. FUSLI ARE ALL FIDENTIAL IIAiIOM TiOR PIIB LI"TIOM OICBTAiLMlNTB. CONCLU810 ouOR C TRAGTt /ROMROR NEfiARO1NGTT0YR P[POPTf,18 R[B[RV[O^ [NDRIMGaOURL'WRITt[NNAVYROVAL' twm citti+ testinq arw enc,meenrw U3CWX8Wn,. Irx. ' 662 CROMH'FLL AvErvuE , ~a y 5T PAl1L. MN 5511E d PNONE fii2/6a5360i REPORT oF: SOIL OBSERIIATI0N5 onTe: Jan 18, 1984 LABORATORY No. 9-2857 PAGE: 3 REMARKS Due to the fact that soils undergo a moisture volume expansion upon freezing, we are attaching an information sheet enumerating the precautions which should be o6served during winter - construction. It must be recognized that we do not practice in the field of surveying. Therefore, we must rely on elevation and location information provided by others. If the construction is redesigned or otherwise moved subsequent to our work, we should be informed so our firm can assess if additional engineering observation is required or to suggest engineering alternatives. TWIN CITY TESTING AND ENGINEERING LABORATORY INC ichael P McCarthy, Ci i ngineer ~ ~ ffck, FP.E. T Manager, Soils & Geology Dept MPM/TBF/fm 11ATION FD11 rYOLIGATION OICRAT6M[NTi.•COHClY00 ~uOR CIiMGTf FROMpON RCGARDING OUR 11[WRTB,If'RCSCPV[DptCNDINGOOYF'WNITTCNNAPPPOVAL. PRECAUTIONS FOR EXCAVATING AND REFILLING DURING COLD WEATHER The winter season in this area presents specific proUlems for foundation construction. Soils which are allowed to freeze undergo a moisture volmne expansion, resulting in a loss of density. These frostexpanded soils will consolidate upon thawing, causing settlement of any structure supported on them. To prevent this settlement, frost should not be allowed to penetrate into the soils be- low any proposed structure. Ideally, winter excavaflon should be limited to areas small enough to be refilled to a grade higher than footing grade on the same day. Typically, these areas should be filled to floor grade. Trench- ing Uack down to unfrozen soils for foundation construction can then be pedormed just prior to footing placement. The excavated trenches should be protected from freezing by means of in- sulating or heating during foundation construction. Backrilling of the foundation trenches should be performed immediately after the below-grade foundation construcrion is finished. In addition, any interior footings, or footings designed without frost protection should be extended below frost depth, unkss adequate precautions are taken to prevent frost intrusion until the building can be enclosed and heated. In many cases, final grade cannot Ix attained in one day's time, even though small areas are work- ed. In the event fmal grade cannot be attained in one day's time, frost can be expected to develop ovemight. The depth of frost penetration can be minimized by leaving a layer of loose soil on top of the compacted material overnight. However, any frost which forrns in this loose layer, or snow which accumulates, should be completely removed from the fdl area prior to compaction and ad- 3itional soil placement. Frozen soils, or soils containing frozen material or snow should never be used as fill material. After the structure has been enclosed, all floor s1aU areas should be subjected to ample periods of heating to allow thawing of the soil system. Alternatively, the frozen soils can be completely removed and be replaced with an engineered £ll. The floor slab areas should be checked at ran- do;n and representative locations for remnant areas of frost, and density tests should be performed to document fill compaction prior to slab placement. Due to the potential problems associated with fill placement during cold weather, any filling operations should be monitored by a full-time, on-site soils technician. Full-time monitoring aids in detecting areas of frozen material, or potential problems with frozen materiel within the fill, so that appropriate measures can be taken. The choice of fill material is particularly . important during cold weather, since clean granular fill materials can be placed and compacted more efficiently than silty or clayey soils. In addition, greater ,nagnitudes of heaving can be expected with freezing of the more frost susceptible silts and clays. If more specific frost information ot cold weather data concerning other construction materials is required, please contact us. v tunn atrr tunn otti+ testlnq ' oww WV=rW@r.+v Iltar.cor4..,c. e !62 GROMWEIL AYENUE ST. pAUL. MN 55114 PNONE 6121W5]601 REPORT oP: DENSITY TESTS OF COMPACTED FILL OFFICE/WAREHOUSE PROJECr: 1771 YANKEE DOODLE ROAD owTe: January 16, 1984 EAGAN, MINNESOTA COPIESTO: REPORTEDTO: EdJdfl onsC truction 1971 Seneca Rd Eagan, MN 55122 LABORATORY No. 9_2857 TEST NUMBER: 1 DATETAKEN: 1-11-84 UNiFIED501LCLASSIFICATION: Silty sand, fine grained, brown (SM)-1 (Moisture-Density Sample Number) LocnTloN: 18'S of NW building corner ELEVATION OF TEST: 94.5' DEPTH BELOW EXISTING GRADE: 1' FIELD DENSITY DETERMINATION: Method Density in Place by Sand•Cone Method, ASTM: D1556-64 #4 Basis) Dry Density (pcf) 101 Moisture Content 12.4 Plus #4 Material (°/a) None LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D698-78, Method "A", (44 Basis) Maximum Dry Density (pcf) 110.9 Optimum Moisture (°k) 13.8 COMPACTION TEST RESULTS: Compaction 91 Specified Compaction 95 ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at lowtions and elevations other than those tested. At A MYTWL PROT[CTIOM TO CLILNTS.TXE PUBLIC ANE OYR![LVfLALL qVORTS hll[ lYGYITt[D 66 TM[ CONFlO[NT16L rXOr[RTY 01 CLI6NTS, AND AUTMOR. ISATION f011 PYlLICATIDN Oi fiAlCM[NTf.COMCLViIONf OR E%TRACT! fRON 011 IIEGANOING OYR 11[IORT6 If N[S[11V[O KNDIN6 OYF WIIITrEM APIIIOYAI Twin City Testing and Engineering Lcboratory, Inc. / SGY25 (81-A) By, 1 ~~~~~i~ ? 'J/ ~,",'Jc-.. , . ' twin city testinq .,d .~....r.+4 .~.ta.,..x. 661 CROMWELL ay[HUE d'"""•e~ ST. VAVL. MN 55110 • PNONE 6121615]601 • ~I~ ~`I,~ REPORT oF: DENSITY TE5T5 OF COMPACTED FILL OFFICE/WAREHOUSE PROJecr: 1771 YANKEE DODDLE ROAD oATE: January 16, 1984 EAGAN, MINNESOTA ~ Eagan onstruciton COPIESTO: REPORTEDTO: 1971 SeneCd Rd Eagan, MN 55122 LABORATORY No, 9_2857 TEST NUMBER: Z DATE TAKEN: 1-12-84 UNIFIED SOIL CLASSIFICA710N: Silty Sand, fine grained, brown (SM)-1 (Moisture-Density Sample Number) LoCATION: 18'W of NE corenr of building ELEVATION OF TEST: 94.5' DEPTH BELOW EXISTING GRADE: 1. FIELD DENSITY DETERMINATION: Method Density in Place by Nuclear Density Method "B" ASTM: D 2922-81 (44 Basis) Dry Density (pcf) 101 Moisture Content 14.2 Plus #4 Material NOn2 LABORATORY MOISTURE•DENSITY RELATION OF SOIL: Method ASTM:D698-78, Method "A", (44 Basis) Maximum Dry Density (pcf) 110.9 Optimum Moisture 13.8 COMPACTION TEST RESULTS: Compaction 91 Specified Compaction N 95 ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. Af A MYTUAL PROTLCTIOH TO CLILXTi.TX[ rYBLIC AND OYPiLLVES.ALL RCPONIS ARL SYlMITTCO Af TN[ CONIID[MTIAL PROP[PTY Of CLIENTl. GHD /.UTNOR- IiI.T10N i0. rYlLICATIOH OF fiAiLYLNTl.CONCIUbONB 0R [%TRACti F110M OII OEGAIIOIHG OY11 REbNTf IS 11FS[RV(b KNDIXG OVR WRRTEM APPROVAL Twin City Testing and Ertgineering laboratory, Inc. SG-222 (81-A) By ~ twm atti+ testinq ~ ~r+aria.r.+a dnaraton.i,.c. 662 LROMWEIL AVENUE ST. CAUL. MN 55114 PNONE 612i615.]fi01 y~~* s REPORT oF: DENSITY TESTS OF COMPACTED FILL OFFICE/WAREHOUSE PROJECT: 1771 YANKEE DOODLE ROAD owTE: January 16, 1984 EAGAN, MINNESOTA Eagan onstruction COPIESTO: aeroRTeoro: 1971 Seneca Rd Eagan, MN 55122 LABORATORY No. 9-2857 TEST NUMBER: 3 4 DATE TAKEN: 1-12-84 1-12-84 UNIfIEDSOILCLA551FICATION: S11ty sand, fln2 $llty sand, fine (MoisturrDensitySampieNumber) grained, brown (SM)-1 grained, brown (SM)-1 LOCnTiorv: 18'S of NW corner 25'S of NW corner of building of building (Retest #1) ELEVATION OF TEST: 94.5' 94.5' D EPTH B ELOW EX 1 ST I NG G RAD E: 1' 1' FIELD DENSITY DETERMINATION: Method Density in Place by Nuclear Density Method "B" ASTM: D 2922-81 (•#4 Basis) Dry Density (pcf) 106 105 Moisture Content 10.6 9.6 Plus #4 Material N None None LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D698-78, Method "A", (44 Basis) Maximum Dry Density (pcf) 110.9 110.9 Optimum Moisture N 13.8 13.8 COMPACTION TEST RESULTS: Compaction R 96 95 Specified Compaction 95 95 ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. •f A MYTUAI rPOTEC110N TO Cll[NTt,TN[ /Ul4C AMO OUR{[lVLB.ALL REPDRi8 ARE lYBMITTED A{ iXE CONIIO[HTIAL PIIOPCPTY OP ClICN15. ANO AUTM011. ISATION iOR NlLIUTIDN OI llAl[MCXTS,CDNCIUfION! OR C%TMC" FROM ON REGhROFNG OYR IICr011T3 IB RCSEPV[O P[NOING OUO WRITT[H AVPNOVAL Twin Ciry Testing and Engineering Laboratory, Inc. sc•zn (ai-n) ey ~ ~/i 71 ~ twin citti+ temnq .r,d.rICI.l.e.puntila..ta.,..,r_ 682 CRpAWELL AVENUE $T. PAUL, MN 55114 • VHDNF 612i6,150901 w e REPORT OF: DENSITY TESTS OF COMPACTED FILL OFFICE/WAREHOUSE PROJECT: 1771 YANKEE DOODLE ROAD DATE: JdllUdl",y 18, 1984 EA6AN, MINNESOTA Eagan onstruction coviesro: reEroRrenTO: Attn: Gene Baum 1971 Seneca Road Eagan, MN 55122 LABORATORY No. 9-2857 TEST NUMBER: 5 6 DATE TAKEN: 1-13-84 1-13-84 UNIFIEDSOILCLASSIFICATION: $tlty sand, fine Sllty Sdfid, fin2 (MoisturrDensi[y$ampleNumber) grained, brown (SM)-1 grained, brown (SM)-1 LocATiorv: 18'W of NE corner of bldg 60'S & 1'W of NW corner (Retest of #2) of bldg ELEVATION OF TEST: 94.5' 96.5' DEPTH BELOW EXISTING GRADE: 611 611 FIELD DENSITY DETERMINATION: Method Density in Place by Nuclear Density Method "B" ASTM: D 2922-81 (-#4 Basis) Dry Density (pcf) 106 108 Moisture Content 14.5 11.7 Plus #4 Material None None LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D698-78, Method "A", (44 Bdsis) Maximum Dry Density (pcf) 110.9 110.9 Optimum Moisture 13.8 13.8 COMPACTION TEST RESULTS: Compaction 96 gg Specified Compaction 95 95 ATTENTION: Density tests are valid at the location and elevation of the test only. No represenution is made as to the adequacy of fill and compaction at locations and elevations other than those tested. ?f A MUTUAI PROTECTION t0 CLI[NT6.THE PYCLIC AND OYRlClVE5,4LL REPORT9 /.RE fUBMITT[D AS TM[ GOMIID[NTIAL P110rCPTI Of C4LNTl. AMO AYTNOR. 12411ON FOw PYlLICATION OF STAT[MENTLCOXCLYSIOM4 OR C%TRACfi FROM OR R[4ARDING OVR IICPORT6 Ii RR[RV[D PiMO.NG OVR WRITTCN ARROV/.L Twin City Testing and Engineering Laboratory, Inc. SG222(81•A) BY. 4 //Z"; l ~ /Il~~i> ~~e SG•222(81•A) oy ~i~c- ' . . , tuuin citti+ testinq anoenavteennqueeoratoru.Inc. 662 CAOMWRL AVENUE Gp r.,,m~•e.e~* 5T. PAUL MN 55110 PHONE 61 216 4 5 3 6 01 MOISTURE-DENSITY CURVE sAMPLE No. 1 rrtoJECT: OfFICE/WAREHOUSE oare: January 16, 1984 REPoerm ro: Eagan Construction coPIES To: LABORATORY NO. 9-2857 METFIOD OF TEST: ASTM: D698-78, Method "A" TYPEOPMATERIAL: Silty sand, fine grained, 6rown (SM)-1 MAXIMUM DENSITY: 110.9 ]b./cu. ft. OPTIMUM MOISTURE 13•$ % _7.,_ _ , , . . . ~ . . , i - z : ~ ..,..,-m , e_.i_. 112 qv_ ; t ' ; . , i ~ f . ~ . . , _ _ . . . ' . . . , . . . ~ . . . . , . , i.'= z - w \ , .........n.. ..~~v...}.. y. rv.... ~ v . i^- u. ..~o. . ~ 110~_a Z ~ LU 109~ _.._-w_ i _ - - OC y G j 1.. ! . ; : i. , . 108f F . ~ i. . „ a . : : . r ..e_ . . ; . . .a ~ ' , i 1 . . 1 _ > , . _ r . . ~ - , _..x.- . 107~ ~ : . , . . ! F . . . J- e . - . . e .L_ v r a ._.t . . . - ' • , . ; ; ' ' f , . . _ . ~ . _ _ . 11 12 13 14 15 16 MOISTURE CONTENT o~, ~ - ' ~ , r ~~i. 1971 SENECA ROAD • EAGAN, MINN. 55122 • PHONE 454-5982 Genera! Contractors January 20, 1984 Citq of Eagan 3795 Pilot Knob Road \ Eagan, Mn. 55122 Attn: Dale Peterson Re: Gresser Bldg. II Addition 1711 Yankee Doodle Road Dear Dale, Per our last letter da;ted Jaauary 5, 1984 attached find the following prcxoised submittals: r3 - $25.00 license fee certificarte of insurance - $5,000 surety bond - energy calculations Please let us know when the city saakes a decision on the changes to Yankee Doodle Road. Also, please let us know what the balanve of the permit costs are so we may get a check over to you. / 3lncerely, 4 Eag n Construction C., Inc. L r~. Grell LDG/cu Eric. 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL ~ 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIDNS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. IAT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER IATS - CONTRACTOR/HOMEOWNER MIIST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALIAWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. ~j~ifF{ i REGf1 t/3 O c7o L To Be Used 'For: Valuation:~~}y -Date: Site Addres s 7/NANWE PWM OFFICE USE ONLY - y?-~ ~a •,a-'~ Lot -U- Block ~ FEES Occupancy g-z Zoning / Parcel/Sub -616LJEY "MML\,~X Actual Const Bldg. Permit Allowable Surcharge z/.So Owner ~M4 6M~ # of stories Plan Review z yD. Length SAC, City Address p]I MAMM-5 bmnr~ ILM Depth SAC, MWCC S.F. Total Water Conn City/Zip Code EAC-M MN 5$IZI Footprint S.F. Water Meter Acct. Deposit Phone 454 - 5Wz Dn site sewage_ 5/W Permit On site well S/W Surcharge Contractor ~i L I MWCC System _ Treatment P1. City water Road Unit Address PRV _ Park Ded. Booster Pump _ Copies S, pp City/Zip Code SUBTOTAL APPROVALS Penalty Phone 452-6E;55 l-~hH J Planner TOTAL Council ~ Arch./Engr. .~(JcS(~ Bldg. Off. ~ (3 Variance Address 74is 69A 0.0? City/Zip Code ~0=6! XW ~ Phone # 1 J ~ 2/S4 CZTY OF EAGAN APPLICATION FOR PERMIT - SEWER AND/OR WATER CONNECTIODT (PLEASE P4IHT) 1) PROPEI= ADDRESS: f Z Z~ l,~/rZw fC e'~ ,U U~~L ~ ~ CC r.FraI, DESCF2I?'TIC:1: /n G~v SO i/ o o ~ (LOt/Block/Subdivision or Tax Parcel I.D. Niunber) ir E{2.;^_'=_:G S7RUCP^.2E, DATE 0:' ORIGii:AL BUILCD, IG F=_•!IT ISSUal;C';: P.ZP.Sr.-`.^ ij': ? R-1 SuVG= FPKI:.Y R-2 DUPLEX ('I~%'O Wi ITS) ? R-3 TCidNHCL1SE (THRF^ + UNZTS) ( UDTITS) ? R-- ApAR?S!L=-/CODIDa1IIPIIL,%1 ( WITS) CMh'fERCIAI,/RETAII,/OFF ICE ? MUSiRiAL ? P.VSTITUTIOIQAL/G04nc~,,IMENT Z) Appi,ICXNP (PLEASE PRINT) / MkME: ADnREss: CITY, STATE, ZIP: PHOiNE: 3} pi,[]vjggz N PIEASE PftINi) FOR CITY USE ONLY AP~: PLU 5 LICENSE: ADDRESS: Attive CITY, STATE, ZIP: Q E:pired MA~ it.R s[~] Npt yf Reco d PHONE: PLUMBER LICENSE H arr nitia Q) pCCJp7~=/Cr,qNER (PLEASE P ) NAr~: 2 e 5 S eGL r,oDREss: " l7 7 1 CITY, STATE, ZIP: PIIONE: l`7 ~ 5) INDICATG WHICfi PEP,MIT 2S. BEIN(; REQ[JESTID: ~\2~IECrZON 'I1~ CITY SES^]ER " C0:1'i~IDCPION 'IO CITY WATER ? O= (PLEISE DESCRIBE) 6) L\iD=-= C:Z: ? PLFASE E:OID APP?2pVEp PERMiT FOR PICi:-UP BY ONE OF ABOVE ? PI.EASE :,AIL APPROV^Dr. PER1IIT 'it7 1, 2, 3, 4 ABOVE (Circle one) 7) SI=TL'RE: DATE: I . . a F O R C I T Y U S E O N L Y PERMIT TSSUED F°rs: $ ..o • ~o SE:•I= n~o%i_TT (I`1CT:7D- SUP.CHAs:GE) $ WATER PERf1IT (INCLUDE SURCEARGE) $ WATER METER/COPPERHORN/OUTSIDE READER $ WATER TAP (INCLUDE CORPORATI0:7 S:OP) $ SEtNER '?`zn $ ACCOUNT DEPOSIT - SE69ER $ ACCOliNT DEPOSIT - S9ATER $ 3~- WAC $ SAC $ TRUNK NATE.°. ASSFSSiQENT $ TRliNK SELdER ASSESSMEVT $ LATERAL BENEFIT/TRUNK SEL4ER $ LATERAL BENEFIT/TRUNK WATER $ ' OTHER $ TOTAL $ d/• d-~ AiMOUNT PAID/RECEIPT 4 -.7°-~ DOES UTILITY CONNECTION REQUIRE EXCAVATION I[V PUBLZC RIGHT OF WAY? YES IF YES, THEN A"PERMIT FOR WORK SVITHIN PUBLIC ROADWAY" MUST BE ISSUED BY THE ~ NO EIVGINEERING DIVISZON. LIST AS A CONDI- TION. SUIIJECT TO THE FOLLOGJING CONDITIONS: APPROVED BY: TITLE:.~lA~ ~ DATE : •o ti Ntmaa W-pe wtwit wmw sE wm wimwtm w w-44 M-M w.a owmio 0,3+ Ra ortm "e =r w 1 r m Mu ~~1- - ~ e+u. _ . CONTRACTOR'SMATERIAL&7ESTCERTIfICATEFOR ABOVEGnouNDpipiNo PROCEDURE Upan aklbn d?pk bwpe~lbn tl~d t„N lhi0 be m~deby mo anltac7or's INnwsm~M uM wl6nsnsd br m ewnMl teqw«dtlhf. M dNMs thdlM ariMM od ~~elem 1.7M .sMa belon anu~nas peuonnel Ihanr beve The jnb. A nntlknis eliel bs Ilbd ov1 ma. ned br boiA rep~neentmlvs~. Copb~ ohM be p ed la rypiwhy sulhorhln ewnro ~n , A caMrsctot 11 4 on0eniaad lM owmry ip. INMIaIM'sIlQnelunlnrqwrypfe~WlqeanyNelmapalnsItanlredalwlsuAr siW.poor wabrcunAa.al~ur.rom,RpwAeRpe.tio.mnalr.,.y,nr.m.ti.a lactl mAnatiost. P~ OP~NMIE O~iE ~--`~'i2 ~J 5' F'c~ YL ~ ~?Y7e~2 i c r9 . J n..~ y_ 4 f~ PFlPENtYA00(1E99 !2 r•'7 ~ - ACEPIEOBYAPPf10YINOAUtHON1IlE8(NS) ADDIIE88 PUN9 MBTAIUIqNCONFOpM9tOACCEPTE0PU1N3 E! ONO EOUIPMENT U9Eb IS MPROVEU AYE! ONO IF NO, E1fPUIN DEY411qN9 11~9 PERSON IN CIIAl10E OF f IqE EOl11PMENT BEEN IN91HUCfEU A9 tO LOC11IqN OrE9 ONO oF CANIAIX. VI1lVE9 IIND CApE AHO MAINIENIINCE OF t1i19 NE W EOUIVMENIi IF NO, E%PUIN msraucnoNn 1UVE[;OPIE90F111EFOLLOWiNOBEENLEFIONTIIEPIIEMI9E8: E9 ONO 1. SYS1EMCdMPONEN191N9IfU1CIpN9 J~E9 ONO i. CAqEANDMAINIENANCEMSIpUC110N9 YE9 ONO 1 NFPA 17A ~g ONp IOCAl10N gupptr9BUM1DIN09 OF sYlIEM YEAROF ORIFICE IEMPERAIURE MAKE MODEL IAANUFACIUAE 9QE OUAN111Y MTMO 1 - LisLc L,7 eo,4~ iq9y fl z31 ; ° ermrmteps CEuT re .4 L A- S s u 194 Y ''Z 2 v Z I z° PIPE IIND typoMO" 115 CAc 0 i a n" ,q ysc i c v2 x ~ 4-1.=, e g . RttINA9 Typo d FmFiYs - LZlC c. 0 l' O 1N~I . S t C L MMMUI.I IIME IOOFEPAIE 11UHN AUNA OEYICE iHfl0UCi117ESi C0187EC110N YALVE TYPE MAIfE MOOEI MW. C. OR flOri INOICATOpK \/rq W C- Pv ( I ` 12. 2' URY YIILVE O.OA, i GIA1fE MOOEL BElNO. MAKE MODEL BERULNO, "~-:-y x~_..' ' . • 11ME._'TBP....t . 1M1EWi ER APM ~ 7NIIUlESr ~ WAIEf1 +1q1 1iRIPi'OINf BE/CNEO •OPEIUlIEO CI111'IPE CONNECIION' . PRES9Uf1E PRE39URE IIIqPpE95URE 1E810UtLEP PIWPERLY OFEpAnl17 MIN. 9EC. P91 P81 P91 MRI. 8E0. YE9 ND IESI WIAON O.O.D. ~ O.O.tl. . IFNO.EX UIN • . . . . . ' MEASUIIEO FROM IIME N9PECi0B-8 1691 CONNECt10N 180PENE0. ' o~ 1CIN O PNEUAIA/IC O ELECTflIC O IIYUf1MUl IC _ - ~ PIPIN08UPEflVISEO O YE8 O O DEIEGiWGMEOIASUPE_YISED a YES O ND hOE9 VALVE OPEMIE fflOM 711E MANUIIL TRIP ANdOfl flEMOIE CONTAOI STATION9 O YES-O O oi '1,41{'~J1Fi7~L~E"s?ei€Rlciiil~i~riEi~ilcincuiTF8CiE8'iiF~ "95W.-Uvuw PREAc11oN YALVEB O YEB O NO Ac i iixiE- TTEi ~EACHunculf LIA i u i[tElo - MANE MODEL SUPEflYISpNLOSSALAqM OPEflAIEWIVEPElEASE OPEPAiEflEIEASE ~TA176G:Ilydiatalk IaU shd Do npdo q~w1 IMo Ih~n II00 pl 119 ! W iq loi b~o houn a 60 pl 17 4 ban) Wovs ouib p~nw~ 1M a*c~n t60 q(10 us) la Na Mun. D~Iw~i~1W dry pq vWft dµqn shYl M iah "n OwLip lea W prbvsiJ tlanape. M abuvepwud DMny Makape IEST shdbnqpsd. OESCPoPiIOH PNEII!lAI IG: EtlWleh 40 pl 127 b+n) sY pienuN md tmuur diop whkh thal nal exceua 1I12 pd (0.1 ban) Yn 24 haws. Iscl pnuwe ludatlnatrolwbrbluWaYpouurosndmaaulY IHiuodxfi¢hshdnaucsea.t-1f2~t1j0.1ban~N2~Iwun. AtLPIPW01fYDROSiAIICAIIYTES1E0Ai Yvo Psl FOR Z4 IIfl3.I IFN0.8iAlEflEA50N OHYPIPPIOVNEUAIAi1GIL4YlESTED OYEB ONO fWWIAENiOPEMTEBPROPERLY AYEB O NO DO YbUEM 1 A9 (:O NIPACiOp 1 UUIIIV 9 AND COPFl091VE CIIEMICAlB, SOOIUM SIIICAI OA PERIVAIIYESOFSOp 81LICAIE,BPINE,OflO111EflCOPROSIVEGIIEMICiIISWEPENOiUSEDfOR1E5iq10SYSIEMSOfl TEiiI glOpppq~ENf87 - YE8 O NO DRRIN READWOOF(UGELOCA7EDNEA ~iER RESIWAIPNESSUI1EWIi11YlLLV W7E4i ~ 7E81 6I1PPlY7ESiCONNECiION' PSI CONNECTIDNOPENWIDE PSI UNOEqORDUND 11AIN8 AND lEAOIN C014NEC710N3 i0 $YSiEM RISEflS F WSIIED BEFORE CONNECf IDN ?IAOE TO SPRWKIER PIP916. VEPtFIEDBYCOPYaf?IIg uFopuNO.osB OYEB ONO OIIIEfl EXptAW FLU8f1ED BY NBTALLEq PF UNOER' OROIit*1MRIfACIERPWNf1 nYv9 q?lo rwpc iun"a NUYBER FIEMOVEO a ~ SKE» ~ waoeorrM p:Yes o ra Fvee... 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PR(X:Ep1RE i0 115URE1 i11Ai M t DISCB ARE WEl DWfI BtSId1EOARE REAIUVED i1110 THE T illE INIERNAi OIAME f EFlStuFp PWWOMENDiPENE1flAiEn *YES Or+o _ CUTOUTY pp YOUCERi~FY TIIAT YOl11UVE ACONiROt FEAiUPE TO ENSURE illAT Alt IqSCB) W~oUTB~DISCl~AqEpETHIE4EDT KYES oNo HYORIIUUC tpWEPUTE PNOYDEO IF NO.E%PUIN OAiA HAMEFLAn ~YEB a NO MTE /6FT IN 6ERV1CO YYIiFO All CON1flOt VAI.VEB OPEN: REWRS~JSI C>'- NAMEUFBPRwIaEqcoNlMCioq OLSEN FIRB PROTL'CTIONr INC. ~ TEBIi MIITNE98E0 BY GOIIIINREI F P1WPEflfYOWNE I~E TI t !C / / PATE WJIWFR CONTfl4C Rlg E0) TIII ~1E / ' 0 AOMIpf~lILE7PUNATION ANffWTEO ' . ~ . . t ~ ~ I.. ~ , ~ t ...-o..~.+ _ _ - . 4 . . . . t ~ ~ • t *~*~K*~**#***#****~***~%~**~k*7K~*~**#*~*~~X ! ' . L'I7Y OF EAG9N . = s: i CASFILCIi: Y.H TEI~MSNAI_ N0: 114 i!ATG: 10/1E/94 TLME: 08:53:38 ~ F 34~~° rz,: ' NAMfE=: UAKdTA FLRG & WTG s 16 gi'20 1iE,3 YANF:L I!0 fi 7i5on '37 t ~,°i..QO ~ 3212 9001 1.763 YANY,F UQ F fJ.50 215k5 J(]01 1763 YANF:E UD R . ii.:.,;:_.-.. . . ~ ~ ~ aao.so Tc~tal f•:eceipt, Amo~m+.: CR03r''.E39i ~ lls_E:I:. Itii: f:Akl=M - ~%*~K*****~*~**#~k*~~****~%*~*****~*****#* ~ i l ~ ; . ; _ , ~ ~ f_ ; - - Serial # 1 a o2 9 chip # a?7 3a ~s Permit # S y y 3 Address: 1 AGREE , v cOMpl.y W ORDINANCES ~ C~7'Y OF EqGqN Signature:-----~ ~ ~~~Q ~16~ ~ D ? ~ ~'r~ ; _p , ~ r,r~ O Q R • e . { -ri Binder No. DQ~ t"~7 ~ : / 300822 o• o 0 0 o D D • • 0' [NA ANO ADDRESS OF AGENCV COMPANY Americaa Bnsiness Zmanraac~ Ageacy, I 7701 York Avennee 5outh* saae Effective ~a0i a'" ,1~/13 , 9 83 ~A318a~71iSi ~1 5~d435 Expires 12:01 am U Noon 13 t9 $4 ? This binder is issued to extend coverage in the above named company per expiring policy k (excepl as note0 Oelow) ANO MAILING ADDRESS OF INSURED Description of OperatlonlVehicleslProperty _ ---._..~_._~~~~~_.,~s~...---- " T a 71 Tti~ S ..F aai.~~ ' ? U- C~t(O.S 7 I iy ^tJ / americerbuainess irtsuranceagency,inc. TRANSMITTAL NOTICE 7707 YORK AV15. S0. • SUITE 200 • MINNEAPOLIS, MN 55435 DATE 1 2~ 1 F ~$;3 (612)830-3000 Telex:29-pAGt INSURED: Gresser Inc. INSURANCECOMPANY: Northern Insurance Co. POLICY EFFECTIVE DATE; 12/13/83 PFiOPERTY: 1271-Yankee Doodle Rd' pOLICY Binder #100821 Eagan, MN LOAN k: Your interest in the ebove property la protected by the enclosed item (checked below). Pleese advise if any correctlona are required. ? ORIGINAL POLICY ? MEMORANDUM OF INSURANCE 13 BINDER ? OTHER: ? MORTGAGEEENDORSEMENT ITo: ~ IN REPLY, PLEASE ADDRESg: v Ronni Landherr 830-3062 City of Eagan L Eagan, MN J 2206 . ACORD 75 (11/77c) ~ ^.i.. ;i':a7r4 ~p.'. •„r- Jt ` - ~ - ' .w.i: _ r . ~ Tl,.t rri._r.v h•nr ine kircU) ot m uance MuAD!' cm o r"wc side TF;s nswurice ls subjecY Tt' I1c $ nl n.IfHJO!IC Of WP PtC! 1 CY IP CL' ofl, JtiE b`f 2,-.E iOMFd'I.? ily i. 20 p,ay be r.ance;ler by the Insured by sai isr~rJer of this binder er by %-n0en not!ce;4 ihe Campzn; s:;t,. iE her cancel'a'Jcn Yill be egectivc. Tiils bmcler may be caocellec t-".he Go naa-,y by notice fo toe !nswed ir sccr,: dance wi!h the policy conditbn. This bin:;er is can2eiled r:hee replacad by a pol- oy. li tt= M r,der i, not replaced bp a pc,icy, the Comp.iny is c;nt+tled !o cliarge o pr2rnium for ths binder ;,ccrrd:;,g to ;he R,_i,ec and Rates in use bp the Company. . ' ~ : ~ ~ Binder No. ' ' ' " 100831 , . . ~ . . . ~ . 4ME AND ADORE55 OF nGENCV COMPANY ~ American Business Insurance Agcy, Inc Northeza insnrance Company 7701 YOrk AvBAUe South, #200 elfective • Ol 8 m 1 13 ,19 83 tiianeapolis# Mn $5435 Expires 7[] 12:01 am ? Noon .2 13 ,19 84 ? This binder is issued to extena coverage in the above named company per expiring policy M (ocepi as nolea oelow) v4ME AND kpILING AGDAE55OF INSUFED Descrlplion ol OperatlonlVehideslProperty americenbusinessirtsuranceagency,inc. TRANSMITTAL NOTICE 7701 YOqK AVE. SO. • 3UITE ZQp • MINNEAPOLIS, MN 55435 (612) 836-3000 reiex: 29-04i DATE _ 12 / 16 / 83 INSURED: Gresser Inc. INSURANCE COMPANY: FiremansFund Ins. Co. PROPERTY:iLot 11, Blk 1, of Sible POLICY EFFECTIVE DATE: 12/13/83 Terminal-- Industrial Park~ POAN Binder #100822 Eagan, MN Your interest in the above property is protected by the enclosed item (checked below). Please advise if any corrections are required. ?ORIGINAL POLICY ?MEMORANDUM OF INSURANCE M BINDER ? OTHER: ? MORTGAGEE ENDORSEMENT FTO: ~ IN REPLY, PLEASE ADDRESS: Ronni Landherr 830-3062 City of Eagan Eagan, MN 55122 L J 2206 acoao 75 n+mc) , U ; oF eacjan THOMASEGAN March 8, 1995 PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER MR CHRIS LAMBRECHT c°°"`°"'e"'°Brs 1771 "YANKEE DOODL-E RD ~ THOMAS HEDGES EAGAN MN 55121 - atvo;dmiois+rator E. J. VAN OVERBEKE cIN Clerk RE: LULL INDUSTRIES PAINT BOOTH EXPANSION TO WHOM IT MAY CONCERN: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: ? Mechanical drawings must be provided indicating compliance with the Uniform Mechanical Code, Uniform Fire Code Section 45.206, and Uniform Building Code Section 905 'a' which states, in part: "The mechanically operated ventilation system shall be capable of supplying a minimum of five cubic feet per minute of outside air per occupant, with a total circulated of not less than 15 cubic feet per minute per occupant in all occupied portions of the building." ? The area separation wall detail must be revised to reflect U.B.C. Section 505'e' 3. "Area separation walls shall extend from the foundation to a point at least 30" above the roof." This parapet must consist entirely of non-combustible material. ? A completed energy calculation form indicating compliance with the Minnesota Energy Code must be submitted. ? Restrooms, both existing and/or proposed, have not been indicated on the plans. Please provide us with these details. U.B.C. Section 905'd' states, in part: "Every building, or portion thereof, where persons are employed shall be provided with at least one water closet " . ? Please provide us with the results of the soil investigations. MUNICIPAL CENTER THE IONE OAK TREE MAINTENANCE FACILITY 3850 a1LOT KNOB ROAD THE SYMBOL Of STRENGTH AND GROWfH IN OUR COMMUNIfY 3501 COACxMAN POiNi EAGAN, MINNESOTA 55122-1897 EAGAN, MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681•4300 FAX: (e12) 6e1-4e12 Equal OpportunMy/Aftlrmailve Actlon Employer FAX: (612) 687-4360 TDD:(612)454•8535 TDD:(612)454-8535 ? The waik-thru exit door on the northeast comer of the existing paint shop shall be revised to reflect the door swing outward due to the additional occupant load on this building. ? The Engineering Division requires additional information on the site plan in regards to the water main layout. Any questions should be directed to John Wingard at 681- 4645. , If you have any questions or concems, please do not hesitate to contact me at 681-4699. Thank you. Sincerely, v Dale Schoeppner Senior Inspector DSls ity oF eegan 3830 PILOi KNOB ROAD. P.O. 80X 21799 BEA BLOM9ui5T EAGAN. MINNESOTA 55727 . Mavor PHONE: (612) 454-8700 THOMAS EGAN JAMES A. SMITH JERRV iHOMAS THEODORE WACHTER Counol MembBrs iHOMAS HEDGES City Atlmirvshobr Et1GENE VAN OVERBEKE Ci1y CiBrk August 15, 1984 EAGAN CONSTRUCTION CO 1771 YANKEE DOODLE ROAD EAGAN, MN 55122 ATTN: LARRY GRELL RE: HANDICAPPED TOILETS AT 1771 YANKEE DOODLE Dear Larry: Your proposed alternate to Building Code, Chapter 55 (Facilities For The Handicapped, 2 MCAR State Statute 1.15501 B) where required and State Statute 1.15503 A 2(a toilet room for each sex must be pro- vided with a handicapped toilet and lavoratory) should be reviewed by the Eagan Council for a variance. However, please be aware that Uniform Building Code, Section 204, as amended by the State of Minnesota requires that if the Council grants the variance, the State Building Inspector must review and ratify their decision. Your cooperation in resolving this problem is appreciated. Sincerely, w-~ Dale Peterson Chief Building Official DP/js CC: Dale Runkle, City Planner Parcel File Doug Reid, Asst. Building Inspector Bill Adams, Plumbing Inspector THE LONE OAK TREE.. .THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN .4ppfir'a7rnns.Sn%tzau-r Cnmsrr.•Corpnration F.llrrrutiorr 1'rndtuts 3400 (:uursr+v Dr•i:y- I~iJrs?r,~:nUxrrhmii h.ir;;rru. ,llinursola 5.it22 (612) 6,S1-711011 hlay 2, 1984 Mr. Piike Gresser Gresser Incorporated 1971 Seneca Road Eagan, MN 55122 Dear Mike, Jiin Borgstrom and myself have reviewed your drawing dated 4/25/34 which shows your proposed parking off of Yankee Doodle Road. 4Je think it looks fine. We did notice one thing which is possibly an error made by the draftsman. This drawing error was Yankee Doodle Road where it joins Terminal Road. The curb swings futher into Yankee Joodle Road then the rest of the curbs on Yankee Doodle Road. You may have already noticed this, it' no;., you may wan'L to correct it before submitting it to the city so as to prevent futher delay. Other than that the parking, etc. appears to be a good idea. Sincerely Comserv Corporation Gerry Faehn PAanager Facilities Adminis"tration and Planning Atch: Copy of Drafting Error. GF8/sh IC.mn • (-Linir, .,,-rlnn. • Aria. • ll..i...nn • In. b~,r,. • nnn.,~,,,i:. S.:rurn.v• 0 'inarnre.tiah~x, lr„,nm.~.uo,.F: V 1 p 6~v so ! r o c~l 1771 YANKEE DOODLE ROAD EAGAN, MINNESOTA 55121 612-454-5982 April 2, 1991 f Mr. Dale Runkle City Planner City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55123 Re: Fenced Area R. L. Johnson Property Yankee Doodle Rd. & Comserve Dr. Eagan, MN Dear Mr. Runkle: Pursuant to our previous telephone conversation, I wish to express my feelings regarding the fence at the corner of Yankee Doodle Road and Comserve Drive. I is my opinion that this is definitely an eye soar and devalues the entire neigh- borhood. I strongly urge the City to have the responsible party move the fence from the northwest corner of the property. I do not object to the outside storage of the vehicles. I do sugqest that the fence be place on either the east side or the northeast side cut into the bank. This would be much more acceptable placement of a fence such as this. Sincerely, • 0 - M. C. Gresser MCG:vcl L(l, ~l , !3`6 ity oF eagan 3830 PILOT KNOB ROAD, P.O. BOX 27199 BEA BLOM4UIST EAGAN. MINNESOTA 55127 Mw« PHONE: (612) 454-8100 THOMAS EGAN JAMES A. SMITH JEIMV THOMAS THEODORE WACHTER Courici Membars December 11, 1985 THOMASHEDGES Clfy AtlmlNShator EUGENE VAN OVERBEKE Ciry Clerk MR LARRY GRELL GRESSER INCORPORATED 1771 YANKEE DOODLE ROAD EAGAN MN 55122 Re: Stop Sign Location - Yankee Doodle Road and Terminal Drive Dear Mr. Grell: Transmitted herewith is a copy of the plan showing the locations for the proposed stop signs. Also enclosed is a standard plat showing the stop sign requirements. If you have questions or if I can be of any further assistance regarding this matter, don't hesitate to contact me. Sincerely, S co-,-4--.K-,-, KJ,-&~- Scott M. Merkley Engineering Technician enclosure SMM/jeh cc: parcel file THE LONE OAK TREE...THE SYMBOI OF STRENGTH AND GROWfH IN OUR COMMUNIIY . ~ ~ 'l~ 4y~ i 7 ~ 4 ' ~ •t~ ~ ' i ~ loki . . . ' _:.~i~~ . . _eyt 1 ~.^+i:., Z .'}ur~a`Tr.F •"t'r~SJ . t I-V L/I 1-WJ al . , . I : ' . .5.. . . ' . 1'RU 1•WJ I-NJ i1RuR ~y5 '_c . . w5 L.C t- ;-cvc . 9-IS 4-C 1 ; PROPOSE STOP SIG ' a•- eoo n 1•C0S , 2- -C~ . ~ CURB SET ON LIGKTED SIGN EXISTING STREET (AT GROUND LEV L) r . - . I j PROPOSED STOP SIGN , ~ iw.,i .'xr•' 'H'bT i~,~.i ~~.it :'u~' +l ..v.i:4•~ k,:~. ~ u . ,i'.n ~ye ~~',t~~ . > ny~~o I~~MFtiSOF 24 x 24 30 x30 36 x 36 48 x 48 Znl ~ RADIUS MARGIN i i• BORDER 1/2 - 5/8-3/4 3/4-1 1-1 3/8 Zi iw a 24 30 36 48_ b 7-1/32 8-13/16 10-9/16 14-1/16 c 9_15/16 12-3/8 -7 a d 5 6 5-+~---- C---~«- ~ e 10-3/32 - / 15-5/32 20-3/16 f 10-3/32 12-5/8 15-5/32 20-3/16 D Z 8`C 10-C 12-C 16-C : 2 : . 0 P H UNC CODE A-I A-I A-2 A-2 0 m DDN v ; m m z a D: cn cn Z - M 2 F ~ Zmz F N IS xl8 = s, =m O N v=o , RaDIUS D< MARGIN `N C BORDER I/2 Z a 18 G) b 5-9/32 c 7-7/16 d 3. e 7-13/16 f 7-13/16 T m m < t4D ~ Z B_C PUNCH COD A-I ~ ~ N NOTES: (I) All dimensions and sizes shown are in inches. ' i m Z (2) Color-White reflectorized legend and border; red reflectorized background. A (3) 18x18 stop sign shall be used for bike routes only. •r it%) oF esagcin 3630 PILOT KNOB ROAD, P.O. BOX 21799 BEA BLOM9UIST EAGAN, MINNESOTA 55121 r,.ioyw PHONE: (612) 454-8100 7HOMA5 EGAN JAME$ A. SMITH JERRV THOMAS MaY 10, 1984 THEODORE WACHTER Council Members iHOMAS HEDGE$ Ciry Aaminsfrata MR LARRY D GRELL EuGENE vnN ovEaeEKE EAGAN CONSTRUCTSON COMPANY INC CiWClerk 1971 SENECA RD EAGAN MN 55122 Re: Lot 11, Block 1, Sibley Terminal Industrial Park ~ Gresser Building II Addition (1771 Yankee Doodle Road) Dear Mr. Grell: Your letter of May 4th to Mr. Dale Peterson, Chief Building Official, was forwarded to my attention for review and comment. Enclosed with your May 4th letter was a site plan showing the parking lot configuration for the "new office/warehouse" being constructed at the above-referenced location along with a parking lot scheme for the "Gresser II" existing building, also located on the above-referenced lot. Please be informed that the proposed parking lot configuration, which eliminates the majority of the curbing along Yankee Doodle Road contained on the revised site plan dated April 25, 1984, is not in accordance with existing City codes or ordinances and cannot be approved as submitted. Please be informed that the proposed parking lot configuration for the "new office/warehouse" building was previously submitted and was denied due to non-compli- ance with existing City codes and ordinances. In reviewing the situation with the City Planner, Mr. Dale Runkle, it was learned that this information was forwarded to the applicant at an earlier date when the possibility of this parking lot configuration was originally discussed. At that time, it was indicated that the only way that this proposed parking lot configuration could be approved is if that portion of Yankee Doodle Road, north and west of Terminal Drive, were to be vacated as public right-of-way. This would then become a private drive to become the maintenance responsibility of the adjacent properties. Therefore, the proposed parking lot configuration as submitted and identi£ied on the revised site plan dated April 25, 1984, cannot be approved until the formal vacation public hearing process has been held. Please be informed that a petition must be submitted on the approved City form to be accompanied by a detailed legal description and graphic map which will then be presented to the City Council at the next available meeting for scheduling of !HE LONE OAK TREE. THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN MR LARRY D GRELL MAY 10, 1984 PAGE TWO the public hearing to be held approximately 30 days later. If you need any additional information or assistance in pursuing the various alternatives or final parking lot configuration design, please feel free to contact myself or Mr. Rich Hefti, Assistant City Engineer. Sincerely, `~1~~~ ~~LlL/L4 / Y'~~ To mas A. Colbert, P.E. Director of Public Works cc: Dale Peterson, Chief Building Inspector Dale Runkle, City Planner Rich Hefti, Assistant City Engineer TAC/kf 00335 Council Minutes ~ November 15, 1983 HIRE GRESSER - I.R. FINANCI;IG A public hearing concerning the proposed application of Michael and Jozn Gresser for industrial revenue financing in the sum of $1,391,000.00 for an office warehouse building or4.Lot 11, Block 1, Sibley Terminal Industrial Park was convened by the Mayor. It was not=d that the application was originally approved at the May 19, 1981 City Council meeting but certain documents had not been submitted to the Minnesota Securities Commissioner and therefore a new application was submitted. Mr. Gresser was present and tnere were no objections. After discussion, Thomas moved, Egan seconded the motion to approve the industrial revenue financing in the amount of $1,391,000.00 according to the application, subject to compliance with all necessary re- quirements. All voted in favor. MeCARTHY ASSESSNIENT HEggING - PROJECT #305 The continued public hearing regarding Project #305 consisting of assess- ments for the MeCarthy property which objections had been filed on July 5, 1983 was convened by the Mayor. The City Attorney and staf.° recommended that the 3ssessment hearing be continued to December 20, 1983 to allow additional time for research and negotiation. Thomas moved, 'rlachter seconded the motion to accept the recommendation and continue the hearing to December 20, 1983 at City Hall at 7:00 p.m. All voted yea. I SP6HI.EY PIEEARSKI - PROJECT $782R - ASSESSMENTS On October 11, 1983 a public hearing was closed and the record kept open for 30 days to allow additional information concerning the Stanley Piekarski assessment objections for storm sewer purposes. The City Attorney tias sub- mitted proposed Findings, Conclusions and recommended motion, including levy of assessments. Paul Hauge reviewed the proposed Findings submitted on November 15 by the attorney for Mr. Piekarski. Mr. Piekarski recommended that no assessments be levied against his property. There being no further discus- sion, Smith moved, Egan seconded the motion to accept the Findings prepared 'oy the City Attorney's office and to implement the adoption of the Findings and the motion and certify the assessments to the County Auditor. All members voted yes. DRE%II. HEIGEiTS - PROJECT 3240 - ASSESSMENT ROLL The Council then reviewed the proposed Findings concerning the Drexel Heights Addition assessments under Project Ik240. It was noted that a hearing was held on October 11, 1983 at which time the hearing was closed an9 kept open for 30 days for additional information and proposed Findings. The Find- ings prepared by the City Attorney's office were then reviewed by the City Couneil, after having been submitted to the Council in the packet and no Findings were submitted by the attorneys for Drexel Heights Addition except ~ for a Memorandum that was dated December 7, 1981. There being no further ~ information submitted nor aopearances on behalf of the objectors, Egan moved, ~ Thomas seconded the motion to adopt the Findings and certify the ass=ssments to the County Auditor. All voted in favor. 6 t.~ W USEONLY PERMIT RECEIPT DATE G ~ APPROVED BY: INSPECTOR COMMERCIlEL MEGHAN1CA1. f'EgMIT APPLICATION C1TY OF EEl6tkN 3$30 PILOT KftOB RD E?M, Mrr 55 i sE 651-6$1-4675 Please complete for: all commercial/industrial buildings multi-family buiidings when separate permits are not required for each dwelling unit DATE: ~0 I SITE ADDRESS: I`7 7/ l/o h k~'- brwolJr Iz ~i OWNERNAME: GfPSSe•r Concfete PHONE#: 6ia' 7ao-SS-( F M,ka (AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): WAS THERE A PREVIOUS TENANT IN THIS SPACE? Y N. NAME: Rem.~PC - - ADDRESS: 3) o/ S;~ t: „5 Si itJ'c PHONE GI a 3 1- g S Su (AREA CODE) CITY: Mak5 STATE: M.U ZIP: S S'-{ + 3 WORK TYPE: New construction Install U.G. Tank _ Interior Improvement ?Remove U.G. Tank _ Processed Piping Specify Nature of Work: K-emqv•.. ~3~ 'E~rkS `F«k,+.. So 1 54.~~ ~ps~kE.l~~y i When insialling/removing underground tank, call 651-68I-4675 fnr inspection by Fire Marskal and Plumbing linspector. Fees: 1% of conhact price OR $50.00 minimum fee, whichever is greater. D~~ L7 Underground tank removallinstallation = minimum fee y~ Contractprice: $ 7 SW x 1%= $ ? (Base Fee) ey (1 2 Z001 0 ~ l 1'jr+ State surcharge calculate at 3.50 for 00 Base Fee TOTAL SIGNATURE OF PERMITTEE Updated U01 :~j 1~~.. - / 0 6 F, a 5"~ lI z 0/ PERMITS TEL:1-612-582-1454 Nov 12 98 11'32 No.003 P.02 . C.A. /90 / T.H. -N11tYY'OTA DEPARTMEI-IT OF "IRANSPORTA'fION R P APPLI :ATION FOR ACCESS DRMWAY PERMfT p nir' DIPAR lem~i~ / fOONOTCOM1LillTN/SSLCTION. fOROfpcF.USfOMr AlTrICNA %KETCX OFTHE PROtE1tTY. PRESENT AND PROPOS6D DRIYEWAYS, AND RElt.T10N T0 TRUNE HIGIfW,t y, S SXETCX S'fAl.L 8E DRAWN TO SCAI.E WyE1V REgUlJ2ED 6Y THE ENGINEER PRlNJ' OR T.?E APPLICATION. SIGNlr; Sf PROVIDE. SIIBtif/T TO LOCAL OFFIC6 OFMINNESO7A D6PARTMENT OF TRANSPOR7'ATION. MPLICAIT 7ILBPHONL wDDIV ~nst Cih Suu, ii~ Transportation Cor oration of America (612)686-2500 Ea6an~aMNee55121~e Rd. PROPERTYC V1CR IEl.EY7(ONY S:m Ciry.Sute Zi Transportation Corporation of America 1612) 686-2500 ~~~an4ahihee5512ie Rd. LOCATION O' PAOPoSED DRIVEWAY ICGICIE O.YE) (Spyt{riC p 3A-p, LyN'pMAK, pR ROAD LYTF3l5Ft7; T.H. 13 i„ Dakota c-nry 0.15 Mites-e•w of County Road 28 lfGA1 DCSC.•IPl'fON OF PROPYRTY Part of Government Lot 6, Section 8, Towmship 27, Ran e 23 ' PL'ItPOSE OF ]RlVgWAY ? iemporM O Propord PuD(it Suaa O Resbmrial LS A ~IfIIDL;C T'O BS CONS7YUC7'm} amm.«w(sPwnrya) (Shared) aHa p(v<,(sc=iaTra) Office li'II1 TinaBL LDLyG B8 Tanpon7 PROP[AiY LS PI Planad Arn DlSTM(CE :ROM CYMtA Or HIGIiWAY TO FAOn~ }fpemianen, I (j fl p!'OC25 S) ? Uiplud Ata BL'Q.DRJC [ R PROY]'OP Mlre [yZ,IVD 19 4~6-6 t ,NIf~OIEA OP . RPSEYf DRlY8WAY5 T9 PROPBRtY DATL DAIVLWAY LS NF.IDIM One htarch, 1999 GN£ DCACT ,OCA770Y OF PMGNT Drt1VEWAYM TO PROP0I7Y GM MCi IDCATION DI PRC.•OSEp DRN2WaY PD PRORA'iY 0.15r•;il;s No. of Intersect. of Hw 13 & Co Rd 28 0.15 Miles No. of Intersct. of Hwv 13~Ud; f. We. iA< UMe ligeed. Aenwkh make ypliution !er pr'mfLlee W<onYNa IM ittnt drirs+r7 tt dhs lbe.e IxaUon, uid EA•MI a!e roMrvatd b mn(artn witp 'uc rcrt(aco:l : M'wmeta Ocpa. ~e/ Tnr.wanarien ud m ury fp¢id peNdps ercludd in tha permit. It ii atrad Uiu aII rerk rill be dane m Uy uii.'ueea of dic Mimaoh Depuy¢me of Truupo: ~ Ic ii tuMer icn d Ihat pe .ork in mm~Aon whh tA!s ypticuien will Es Nattd wui Oe appGc.rion approro7 atd the pstvpi[ lutd. It 1t NMar wderwnad rhat Aif pcrmh i: wLjxt _ avvrovat ef In 1 ciry. riliije or lorouth authoride harinj'Joi1u wpmidoq oret pld wm of hIt4Ya) W wljaq (o appI1cLR's cor..)liince Wi11 Ne N4 teNlubw of Yia Mir, EnrinrmenW i uatiry 9oW mE uiy wAet aHated fovmmsnW spK,ie4 ,!w T-j~« o no Nor wnm enn t.are vror vAt.m tnvtrss stz ntvrnM sme Fon cerg I. e ,vATUu nxn MnGOt .AUTHORI7:ATTON OF PERMIT WroA+sAnoN uw aeQCVezWL- It G ezprtab woryspC Ay Au yrmph b cpdyyad woe nyyxmsm er raondon o( Ne pwik hi{h"1 W iu ori(yui CoMilkn or ua i•}t(umry mndicoe. In ceiuiden6nn a! 0e kppl'iu 31resmcna to w. :ply in a11 resp¢u WN ihe rexuUuom olLLn Cemmir'wur o( Truuporauem mytriry wch opmlionu. yeminba U M1ezq truuN far eh reK m Ee patoemrd a ds- in Ne a0or,s y, i"aen. ,.a W,rt to ee pcrtom.a io .eaunb,oe, .we spwW pro.lvicu u MnnrA": SEE ATfACHEA SPECIAL PROVISIONS Au Wur4 m 6c :ompldod By Sws m Fureigh a Cul.en ud A;- I ~u MINNESUTA DEPAR7TENC OF TAANSPORTATTON L3 ~44_ ~ : >MLed rwwe. r. sTxavnon eEposrtniQV~a~mrts navsrrrne 0 OtifiiW te A'pliew 0 Ne Deyo14 Aaquitd Catiei s Cprk / O nru M~Irt«: inee Figinsr O Deqefit Lqulrd fn iM Motun ef f CmIMd Cbak 1 ' tl luD~raa Sup. vUor Dw D.pesa Aaes3.d Money Ord.r ) O Rad~~y Rr tItNoni SupeMar Q[FI 10 Lt RItllYld bPeC seLLAKfsff (vmplClpY pI \Y MfI{. SaOA / DaR W ORY C3MP[lTiD Criat Lta whAs tb. +rort Y nmp)dd aui !e repend nlM . Va DWetmaxA1 Tad-.l ~\MNFfpr," •Q Minnesota Department of Transportation Metropolitan Divislon 'e.,..~ Waters Edge 1500 West County Road B2 Roseville, MN 55113 March 22, 1999 Tom Ceaser Clark Engineering Corporation 621 Lilac Drive North Minneapolis, Minnesota 55422-4674 Re: Access Permit M-A-98-0899 for Transportation America TH 13 CS 1901- New access on West side of TH 13 in the City of Eagan. Dear Mr. Ceaser: The above referenced access permit has been approved based on the application dated November 16, 1998. This permit may be obtained at our office upon deposit of a certified check, money order or surety bond in the amount of $5,000.00 payable to the Commissioner of Transportation. Upon obtaining this permit, you will be authorized to perform the approved construction within the State's Right of Way, subject to the rules and regulations, special provisions, specifications and plans contained in the permit. Please forward this information to the appropriate person at Transportation America. Thank You. Sincerely, ~ ~ f/ Keith Van Wagner Mn/DOT Metro Division Regulation Office An equal opportunity employer M-A-98-0899 C.S. 1901 TH 13 TRANSPORTATION CORP. OF AMERICA THIS PERMIT IS SUBJECT TO THE FOLLOWING CONDITIONS: The applicant or its contractor shall notify the MN/DOT Roadway Regulation Office at 651-582-1443, 651-582-1445, or 651-582-1447 at least 48 hours prior to starting construction. All work authorized by this permit shall meet MN/DOT specifications. This permit authorizes the applicant to construct a right in and right out only access on the east side of TH 13, 0.15 miles north of County Road 28 in the City of Eagan as shown on applicants' plan sheet. The work authorized by this permit shall be coordinated with the construction of the Northbound right Turn Lane being built and the median island being extended to the north under a Cooperative Agreement with the City of Eagan. This permit also authorizes the applicant to outlet a drainage pond to the easterly ditch of TH 13 with a 21 "X 68' RCP as shown on the applicants plan sheets: The invert elevation of this pipe shall match the in place ditch bottom elevation. The applicant shall provide in-house inspection at all times while working on trunk highway right of way. The applicant shall furnish, install and maintain all required traffic control devices according to Temporary Traffic Control Zone Layouts dated January 1998, while performing the construction authorized by this permit. Due to the TNein City rush hour restrictions, no work will be allowed from 6•00 AM to 9•00 AM, or from 3•00 PM to 6•00 PM unless authorized by the Mn/DOT Permit Office at 651-582-1443. If the temporary traffic control zone is to remain in one place for more than 3 days or involves a detour, road closure or a situation where the typical layouts do not apply, the applicant shall prepare a specific Traffic Control Plan for approval by Mn/DOT prior to start of any construction. All persons while performin' authorized work on Mn/DOT Right of Way shall be required to wear a"Mn/DOT" approved HiQh Visibilitv Safety Vest and . oft Cao/Hard at. Any authorized night work requires all personnel to wear a Mn/DOT approved full night safety suit ( pants and jacket). M-A-98-0899 C.S. 1901 TH 13 TRANSPORTATIOY CORP. OF AMERICA It shall be the responsibility of the applicant to utilize the "Gopher State One Call" excavation notice system as required under Minnesota Statute Chapter 216D, 48 hours prior to performing any excavation (phone 651-454-0002 Twin Cities Metro Area or Toll Free 1-800-252-1166). The applicant shall contact the owners of the in place utilities and make all arrangements for their relocation or revisions as required due to the construction authorized by this permit. No material shali be deposited on the traveled roadway. If roadway signs are in the way of construction the applicant shall be responsible for the removal and immediate temporary installation until such time the sign can be permanently reinstalled. All damaged signs shall be replaced immediately. Any lane closures for TH 13 shall be approved by this office at 582-1443, 24 hours prior to the lane closure. The hours of the lane closure shall be determined by this office. All excavations along T.H. 13 shali be backfiiled at night to a height within 2 inches of the driving surface. The outside edge of the inplace bituminous roadway shall be saw-cut to provide a - uniform edge for the new construction to abut. Provide a 1.0 foot sub cut below the top of the grading subgrade. Backfill with select granular material. Where connecting new surfacing adjacent to inplace pavement that will remain inplace, no material shall be removed from inside an approximate 1:1 slope drawn downward and outward from the bottom of the inplace pavement. The access shall be bituminous surfaced within the State's right of way. All bituminous surfacing shall extend to and match the in place bituminous roadway. M-A-98-0899 C.S. 1901 TH 13 TRANSPORTATION CORP. OF AMERICA Bituminous surfacinJ disturbed by the construction authorized in this permit shall be removed from the MN/DOT right of way. Compaction of all grading and bituminous items shall be obtained by the "Ordinary Compaction Method" requirements. Use Tack Coat, MN/DOT Spec. 2357, between all bituminous lifts. The slope along the right turn lane shall match the existing inslope along the highway. The right turn lane and shoulder shall slope at 0.02 ft./ft. downward toward the ditch area. The side slopes along the access shall be 6 to 1 or flatter. A 1.5 foot wide Class 2 Aggregate shoulder shall be placed along the access and right turn lane within the State's right of way. Strip and salva;e inplace slope dressing from areas to be disturbed by construction, and reuse as slope dressing. The final grade of the access shall be - 0.5 % for a minimum distance of 50 feet back from the outside edge of the right turn lane. • The applicant shall replace, in kind, all bituminous, concrete, curb and gutter, and sidewalk disturbed by the construction authorized by this permit. It is expressly understood that this permit is issued subject to the applicant's compliance with the Rules and Regulations of the Minnesota Environmental Quality Board and any other affected Governmental Agencies. All areas disturbed by the applicant, or their contractor, shall be res[ored to original or better condition. All turf establishment shall have a minimum of 6" of topsoil (accordinc, to MN/DOT Standard Spec. 2105 Table 1 Topsoil Borrow), then sodded or seeded. If the areas are seeded, MN/DOT seed Mixture Type SOA with Type 1 Mulch and Disc Anchoring shall be used according to MN/DOT Specification 2575. NI-A-98-0899 C.S. 1901 TH 13 TRANSPORTATION CORP. OF AMERICA STRIPING & SIGMNG The applicant has the option having the striping and signing required for this permit done by the contractor for the Cooperative Agreement on TH 13 or having MN/DOT perform the work at the applicant's expense. The actual cost of this work will be furnished to the applicant upon request. The applicant shall contact the permit office @ (651) 582-1443 or (651) 582-1446 at least thirty (30) days prior to construction to inform MN/DOT if they are going to hire MN/DOT. All signs, paint, and tape shall be manufactured and installed according to current MN/DOT specifications and the Minnesota Manual on Uniform Traffic Control Devices. The applicant or contractor shall provide a sample or an invoice from the manufacturer of all materials used to MN/DOT. If MN/DOT is selec[ed to perform the signing and striping all fees shall be paid by the applicant within 30 days of billing. The applicant shall coordinate removal and installation with the permit office (phone numbers listed above), by giving at least 30 days advance notice for fabrication of signs and at least 5 days advance notice for removal and instaliation. Installations outside of MN/DOT right-of-way is the responsibility of the applicant. Traffic will not be allowed to use the access covered by this permit until all si;ning and. markings are in-place, or otherwise authorized by the Traffic Engineering Section. The applicant shall perpetuate all existing drainage. The applicant shall relocate and ~ reconstruct the in place drainage ditch along the highway as necessitated by the construction authorized by this permit. The new ditch shall match the grades and contours of the in place drainage ditch. The applicant is required to preserve all existing survey monuments. If MN/DOT determines that monuments have been disturbed or destroyed during construction activities, the applicant shall accept full responsibility for all costs incurred in the re-establishment of the monuments. NI-A-98-0899 C.S. 1901 TH 13 TRANSPORTATION CORP. OF AMERICA Winter work shall be considered from November 1 through April 15. Work during this period shall be on a day to day basis at the discretion of the Roadway Regulation Supervisor. All work authorized by this permit and the restoration of the State's right of way shall be satisfactorily completed by December 1, 1999. The applicant or its contractor has furnished the State with a$5000.00 deposit. 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' ~ . _ , ( sa°ac .9b .r 4 ~ . ~ . . ~ - . . . - . - . . k. 4~ . . ~ • ' t.. . . . . . ~ . ~ ~ . . . . - . y ~ . ~ ' ~ \ \ ~ C i 6aL. ~)o ,lQloa, . ~ ~~~i ysy, . .?o , _ city of capo CITY OF EAGAN FACSINIILE TRANSMITTAL COVER gHEgT 3830 PIIAT KNOB RD EAGAN, MN. 55122-1810 ATTENTION: f`l~• ke ~ f~s s~ J' DATE: _ L(Cl ( 0 2 # OF PAGES TO FOLLOW: FAX#: ~CSI- FROM:_ l O+nA, ~ e~ c- e S COMPANY: ~o '(Z f~ SS <i 2 PHONE (651) b$ f-- cl 6 d o~ Comments• Ct;-. w 111~~ These are being transmitted as checked bdow: For Approval ffiGH PRIORITY Originals not forwarded As Requesced ~ For Review and Commenu Originals forwarded via Mail Fm Publication ~ Fa Your Infoimatioa FAX N: Administration/Pinancdpsrks (651) 681-4612 Commwvty Developmeat/Eagineering (65I) 681-4694 Central MAintm (651) 681-4360 OFFICE Mimicipal ~ (651) 681-4600 ~D (651) 681-4300 _ (651) 4548535 . Note to Facsimile Ocerator: Piease deliver this fax tansmission to the above addressee. Ifyou did not raeive all of the pages in good conditiaa, please cowact u4, 1'hank yrnL TFE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity I ~ y MEMO ~ city of eagan To: FROM: CITY ADMINISTRATOR HEDGES DATE: JANUARY 9, 2002 SUBJECT: PRESS STATEMENT REGARDING GRESSER CONCRETE MASONRY The following is a statement from Mayor Pat Awada on behalf of the City of Eagan for use by Gresser Concrete Masonry for an article with Citv Business. The City of Eagan takes great pride in retaining and expanding its corporate communiry. The City was thrilled when Gresser Concrete Masonry, a local corporation for more than thirty (30) years, acquired the Knox Lumber property. The redevelopment and renovation of the property for the corporate headquarters of Gresser has been an excellent enhancement to that corporate neighborhood and, most important of all, has remained a corporate citizen of our community! 1. v 1971 SENECA ROAD • EAGAN, MINN. 55122 • PHONE 4545982 , General Contractors 2cx-c-juep 5I24154 ifay 4, 1984 Citq of Eagan 3795 Pilot Knob Road Eagan, hin. 55122 Attention: Dale Peterson Re: Gresser Building II Addition 1771 Yankee Doodle Road Eagan, bin. 55122 Dear Dale, Attached find 9 copies oT a site plan for our new building. i9e would appreciate your reviewing this plan and letting us know what steps tteed to be taken in order for us to arrange the parking along Yankee Doodle Road as showtt. Due to the Gresser II Building being an existing building, there is not enough roam for parking as local codes now require. Also, in order to have more of a green area along one side of the proposed new,office/warehouse we would like to use the same parking arrangement. iVe wish to make the best use of the space as we can. We feel that by using this parking arraagement the end product will be something we can all be proud o4. i4e have contacted Comserv and shown them the drawing(see attached letter). They have reviewed the plan and are in agreement with the layout as shown. Please let us know iP there is anything further you need. We appreciate your help on this matter. Sincerely, Eagan Constr~on C Inc. et CraZD. Grell LDG/cu Enc. R OT Z 0 SI E AL NAME ANIC BOT N NAME . 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'4 a ~ . i . . ~ ~ t.~: . ; ~,~:c~ . , P " - . . , I d~ ~ ' - G - ' ~ t. t~ a r~ i ~ ~ i.~, .-E ; , ~ ~ 5 , ~ ~ ; v.~ ~ ~~1~ ~ 7 ``2 " ~1 ' ,v ~ , ~ ~ , , • a'~ ~ ~ ~ ~z ~ ~ ~ G U y ~,(1 , ~ ~ _ , ~ ~ ~ . ~ ~ aa , , r E~, e E£, .1V " ~ ~ . fik . ¢ . 4 U'.: ~ „ ~ . . . °,w i~~.V ~ . ~ . , ~Y' ~ . ~ . . ..r:~~p~.~^ ~ ~ ~ ~ . ,j~+ . ~."f"er . . • . ~ ~ `rY;?, ~:'6f p ~ . . . . ~S' . ~'-f ~ ~ ~ ~ . ~ . ~ ( ~^;a.' ~ "i;: , ~ V . . 4^~ Y ~ ~ . . ~ ~ V` ) ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~y~ _ , ~ m'~ . ~ ~ . . . . . ~ ; . . . . AP 1 ~ r' . - , ' yt-. . ~ r i~~._ ~ „ ~ ~ ~ ~ ~ ~ ~ i. ~ " ~ _ _ " j! 1 ~ i 3 t i , ~ ~ ~ ~ ~ } i"~'' F~ ~ x ! ~ ~ y- ~ ~ , ~ ~ ~ ~ ~ ~ w..~, aw_~_.~~~ ~ ~ _ _ _ F._. w _ ' \ f ~ ~ ~ ~ ~ , , ~ % ~ ` ~ 6 z ~a \ ~ ~ ~ ~ ~ v ~ ~ ~ ~ ~ , . : : , ~ ~ ~ ~ ~ ~ - ~ ~ ~ ° _ ` ~ ~ \ ` ~ ~ ~ ~ , ~ ~ ~ ~ ~ , ~ ~ fr~~ ~ f t ~ ; ~ . ~ ~ ~ ' ~I'r ~ ~ ~ ` ~ ° ~ , _ ~ - '",J ~1§~ ~ t =zj i ~ ~ ~ ~ ~ ~ 1 ~ . ~ , _ , , _ 1 _.5 ~ ~ ~ v~; ~ ~ " ~ _ ~ ~ r~ i 4 N~ ~ s ~ ~ ` ' -3 w- ! „P~; J % # ' ~ ~ , .r' . . ~ ~ ~ . . . . ~ . 5 .w ' ~ ' i . . ~ . i ~ ~ ~ . ; ~ . . _ ~ ~ , ~ , . ~ ~ { ~ ~ ,a~_ C ~ ~ , ~ ~ ~ µ ~ c r ~ ~ ~ ~ ~ ~ s.~' i ~ ~ "~1 ~~`-i=~ ~ ~ (1?~~ ~-a ~ r ~ 1.~ ~ ~ ~ " ~ ~ r ~ ( . `1 ~W~ s ' , ~ - ~ ~ ~ ~ ~ _ ~ ; _ / ~ ~ - . , ~ P °t~ ' ~ ~ ~p ~ f ~ f ~ ~ ~ ~ R • ~ - ~ ~ ~a ~ . ~ ~ ~ ~ ~ w ~1 ~ z~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~i~ _ ~,~~.~P . ~ ~SS~ ~ . . fy w ~ ~ . . `h~ ~ ~ y , ~ ~ ~ . . (lY r, `~a . . . 1.t F ~ . ~ '~g . ti •--a ~ . fa ~ S ~ ~ ~ . ~ ~ r"" . . . . ~ . . . a° J'''' s . . ~3-~ . . - ; . ` r'y ; ~fi- _~~1 ~ , ~ ~ , . , ~ p ~ , ~ > ; r -~1 ti;~r~ , ~ ~ ~ ~ ~ f ~ i ~ ~ , ~ °`~_tis t 1 ^ r ~ > ~ ~~,F ~ , ~ ~ s~ ~ ~ ~ ~(,~..s ' ~t ~ ~ ~ ~ i~' ~ ~ " ~d . . } 5.. ~j, x, W . . . ~ 1 . . 9 ~ L ( . . Ipn ~ ~ : f;,~ ~ ~ ~ ~ P ~ u . . P\. ~ y,,~.>. ~ . , . ~ ~ 1 .~.~~:a~:~.~.,.y.~~~.. ~ . F r~s.~„ . . . . . . ....'4 . ~ L / 4~ Ee I ~ rn ~ ~ i ~ ~ 1+9 ~ ,l ~ , ~ ~ ~ ~ ~ ~ > ~ ~ ~ ~ ~ l~' ~ i ~ ' , ~ t~ I ~ k ~u~ ~ a~~ itJ~~ I ; ~ ~j ! ~ ~ " ~ ~ ~p~ ~ ~ F \ . c~` ~ ~ ;~4 ' , ~ ~ ~ ,e ~ g°~ a / _ ~ a~- ~ r/...~. _ _ ~ .._l _ ~ r . . b ~~wg } y~ ' 4 I~. ~11~~ . . / ~ . ~ ~ j € j a~ a r~ ~ °Y ~ ~ ' r i % i'. 'ti '°Tj 1 ~ ~ ~ ~ ~ a f ~ }j . ~ . ~ ~.F"w.,„b ~ ' ' t4 ~ .i~", . P, ~~J'~. . ~ - ' i , ~ t i j ~ . ~ ~ ~ ~A i g ~ ~ ~ E , ~ ~t . f :e„,. , _a ~ 9~ti~ ~ , ~ ` ~ ~ I x ~ ~sr~~~ . , ~ ~ ~~a ~ ~ ~ s ~ ~ - . ~ r~, ~ ~ E _ ~ r~' ~ t. " . t ~ . ' . w. # ~ ~ , ~ • ~ ~ ; . . 1 ~ i'""~~ iE~ { _ t s, i ~ _ ~,~s ` . . .l ~~-ry„ t.~ i~ ~ ~ : r . w,. ; ~ 4 ' f. ~ . 4 / j ~ . ~ . ~ ~ . ~ - ~..~,,::,..~,wr.w.. ( , , 1 i , ~ . ; i . # ~ ~ . . , . ~ , . I t~~ 1~ ~ ~ . ~ . , . . . . s . ! ' \ ! ~ t ; ; ~ ; t > ~ ~ , . i - 5 M_~. - ; , , . ~ < ; ; , , ! , , ~ ~ , , ~ t ~ _ , - ~ ~ t~ ~ 4 ~ : ~ ~ r i ~ ' ' $ x : € ! ~~y i Ewp' i~F ~,,~tr~ ~ ~ ~ s ~ 1 J e r - P N , ~ ' £ ? I ~ . . •+Y ~ ~,"k z C ~"n~_ ~ q . ~ ! r' 1 4 . ~ t ' ~3 ; i ~ ~i 1 , ~ ~ t ~ . . 1 ; ~~~pl . F.'Y . .5 . j ~`p ~ ~ ~ k 3 t i~ ; i 1?~ . i ~ E/ ~ j ~ . . 1 ~ ~ j i . . ~ ~ - 7 z rw w r r r : ~ Id ~ A 6 f 1`+ ~ ~ ' ~ . :i . a 4 / , - , : , . ~ ! ~ ~ ~ ~ ~ ' a 1~ q ~ / . i § "~41, y ~ ~ _.,,..s ~ ~ ~ . - i ~ C . ~ ~ " J _ . t~ , ~ - , ° r i 1 : E ~f~ f ¢ ~r' ~ R -,~t7~ ~1' ~ y ~ i I . f . E , E i t ~ g ~ . x ( ¢ ~ ~ . . y„f ~ ttd ..kt` 1 ~ . S ~ . . . / . ~ i ; 5 4 ~ i i EI . a { t . . 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' ~ ~ i ~ ~ y. ` , ~ # d i ~ ~ i . . . . ~ . ~ ~ ~ ~ ~ . . . . . . ~ t . ~ . . ~ . . . . . . . ~ ~ . . ~ . ~ ~ . ~ : . . . . . ~ . . . . . . ~ . ~ . . . ~ ~ . ~ . . . . . . . . _ _ . , . . . . ~ ~ i , . . . ~ ~ ~ , ~ ; ; # t ~ ; i _ _w ` ; _ ; ~ , ~ ~ ~ i i ~ _ ~ ; ~ i . . . . . . . . ' . ; ~ . . . ~ ~ . ~~`y.tt..l+.~._.~+4~--.....~~. . ~ Use BLUE or BLACK Ink For E}fncsUse j P I Permit#: lf, i My Of DEB 3830 Pilot Knob Road Perm4 Fee: Eagan MN 55122 Date Received: - ' j Phone: (651) 675.5675 I I Fax: (651) 675-5694 l Staff: I ______________J a , 2013 COMMERCIAL BUILDING PERMIT APPLICATION C ~VIA Date: 1 t Site Address: ( G®~~ ! V" PIP, Tenant Name: (Tenant is: New / x E)dstng) Suite#: Former Tenant: • l c. Name: Phone: Z ~'1~o S Z 9 1 s Property Owner Address iCity/zro:~~ M~ Applicant is: Owner Contractor i i Type of Work ~ Description of work: Construction Cost.: k NameCke-ol r carve c_e License #:ZC to3S5~ Contractor Address:IA`6"1 l• ,v~,5,.~~s ~r . City~,a v .~~e State: V,--*- Tip: r°J \ k j Phone: ~..p VZ - j ck It 'l -1 Contact:~~ ~ Email: Name: Registration . l Architect/Engineer Address: City. State: Zap: Phone: Licensed plumber installing new sewer'wate° service: _ Phone ~..•_-NOTE: Plans and su_.._..~..._.:....~.~._.._...._ pporting documents that you submit are considered to be public information: Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application fora ermit, and work is not to start without a pe work will be in accordance with the approved plan in the cases fyverk :ichequir review and approval of plans. 7!t' 7"_1 X Applicant`s Printed Name Applicant's Signature Pagel of 3 v < DO NOT WRITE BELOW THIS LINE [ l g"~~ SUB TYPES _ Foundation Public Facility Exterior Alteration-Apartments Commercial ! industrial Accessory Building Exterior Alteration-Comrclal Apartments Greerihouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ I nterior Improvement Siding _ Demolish Building* Addition Exterior improvement vReroof Demolish Interior Alteration Repair w _ Windows Demolish Foundation Replace - Water Damage Fire Repair _ Retaining Wall Salon Owner Change `Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation D ad(~ Occupancy MCES System Plan Review KO Code Edition 60 66-- SAC Units (25%_ 100%0_) Zoning City Water Census Code Stories Booster Pump ' # of Units Square Feet PRV # of Buildings Length Fire Sprinklers ~ Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile Pool: Footings Air/Gas Tests final ✓ Roof: -Decking ✓hsulation _ke & Water -Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: ,-Rough In Air Test Final Retaining Wail Insulation Erosion Control Meter Size: Final CIO Inspection, Schedule Fire Marshal to be present: Yes ` No Reviewed By: M I-L L- , Building Inspector Reviewed By: . Planning a COMMERCIAL FEES Base Fee Vo i 75i Water Quality Surcharge / dd Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL C7L 7s ' Page 2 of 3 7 y' Phone. 612»259-7177 l ' Fax: 661-344-0448 F=4 E=`-c---T-CD P-1A`TI CD N Email: info@clearchoicerestoration.com SSR Roofing * Siding *Windows • Gutter ' Website: clearchoicerestoration.cotrt 487 Owasso Hills Dr. Roseville, MN 55113 Ue. #BC835558 Proposal Submitted To Home Phone Date Address Cell Phone Sol :Pc . City. State. Zi _ Work Phone Sales Person one GAmit Yetis Built RECOMMENDATIONS & NOTES SPECIFICATIONS j ~ ¢ l far' ~:°r'fi ra t , n ' -~d 4 9 1,1 Grsd~gle t ~t_- 3 oLSy W 3 K f ~bt,a -7 ~ StY}i8k# 3 rw tl { ' St • -:3 Color of Shingle Vf 3- t? lee and Water Shield }F it3 { t l re { 15 Ib. Felt 130 Ib. Felt Qther_,ALJ y ' Gr?Jj'- /ac Valley 24 " Wlde !t'L 0 Colored Vents jr3 e tyt Metal Edging 'Y&_ Plumbing Stacks ~ R /res .mot' Cy b'd. iA•'I~i i[^'-it~C-' F Tear Off Yes No Number of Layers T-P (L _ s d a° t'` c~ f 1 a F',~nx , ! trt t! m.~ rL'r r t 1 Pitch k 0 1 Story W2 Story AQ 3 Story eZ 3'1~ S G / AY Remove Debris: Roof, Gutters, Roll Yard & Driveway With Magnetic Rolf - 7 r Protect Landscaping Where Applicable A Siding d I A' 17}' Gutters Existing Leak(s) Yes l3 No PAYMENT SCHEDULE' Location Pahl Date t u C _ i s CK#lb 4' a ti ( 5`, ~r x fj~ Existing Driveway Damage 77 Yes No Y 9 01, _ l i ,fCt In terior hts -1 Damage Satetilte Dish Remount Paid Claw CK# r , r Paid Date CK if r Emergency Repair ~ X Furnish Punnet Yes 0 Na r~ We proalet» r to furnish labor and materials an -,seine d for the surn of dollars S n { with payment to be made as faUows: pt j.. ~ l f"" G y t.. i'.~ j1.C•i'f" !"fR~lf Tyr 1 ILe ~ .1, .r•~!1~ !}.'i t. ^l All material is guaranteed to be as spkettieci. All rr. k shall be completed in a workmanlih~ mann,:raccording to standafd practices. tithed to the percent allowable by lativ, a t monthly service cn.irge will be added to any outstanding balance not paid within thirty (30) days ofw licii due. This proposal most be accepted within thirty (30) days or, it is automatically withdrawn. ACCEPTANCE OF CONTRACT By my signature below, the proposal prices. specifications and condirions are hereby accepted. Yes re authorize to perf i the E t Payriivnts will be matte as Uutlined above. PICCEI' TED Date i 2 Y`~l Clear Choice R,~stortiticin Signature ` M _ . Contractor's Representative Siiniature Contract terms on additional pages also form a part of this contract and are hereby accepted, In the event this contract was procured through 's home solicitation sale as defined by ?Minnesota Statutes Section 325G.06, you may rescind your agreement as set forth in the accompanying Notice of Cancellation. You, the buyer, may cancel this purchase at any time pricer to midnight of the third business day after the date of this Purchase. See attached notice of Cancellation form for an explanation of this right. In all other circumstances, this contract is binding when signed by you and us. White -Original Copy Yellow - C:ustatncrCopy 2011-12 Retail r