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3465 Golfview Dr• CASH RECEIPT • CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 19 _ RLCKIVRD FROM AMOUNT $ e DOLLARS too CASH n. CHECK . "_ _-tVt FUND I CODE I AMOUNT Thank You BY White-Payers Copy Yellow-Posting Copy Pink-File Copy BLDG. PERMIT NO. 01-3210 Bldg. Peraii 01-3422. -Plan Check 01-3445 Surch./Adm. 01-3446 SAC/Adm. 01-2155 Surcharge 17-3860 Road Unit 20-2275 SAC 20-3865 Water Conn. 20-3868 Water Trmt. 20-3716 Water Meter 20-2252 Acct. Dep. 20-3713 Water Permi 20-3743 Sewer Permi 79-3866 Sewer Conn. 11-3855 Park Ded. TOTAL `/1 / 1 CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for Est. Value Date ,19 Site Address - OFFICE USE ONLY Block Sec/Sub Lot On Site Sewage Occupancy . ___ MWCC System Zoning Parcel No. l A l C t On Site Wel ctua ) ( ons City Water (Allowable) a Name W PRV Required # of Stories 3 O Address City Phone Booster Pump Length Depth o Name S.F. Total u c E Address _ Phone Cit Footprint S.F. I y__ APPROVALS FEES W W Name Engr./Assess. Permit y? ? Planner Surcharge _ z U Address Council Plan Review = W City Phone _ a Bldg. Off. SAC, City I hereby acknowledge that I have read this application and state that the Variance SAC, MWCC information is correct and agree to comply with all applicable State of Water Conn. Minnesota Statutes and City of Eagan Ordinances. Water Meter Signature of"Permittee Road Unit Ps mir is is ed to: A B ildi t P1 T t ng r su u on the express condition that all work shall be done in accordance withal I men rea Parks applicable State of Minnesota Statutes and City of Eagan Ordinances. TOTAL Building Official_ Permit No. Permit Holder Date Telephone Plumbing HN.A.C. Electric Softener Inspection Date Insp. Comments Footings I 9. Lt' ?V O 7 ' L!/ /J 7uJ L` Footings II 4) ? 7 Foundation 1,Vle-7 8 7 u2 u? L n ?l -l? ? Framing *"'s4-7u4,e Roofing Y// U."e Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. Bldg. Final Cart Occ. Temp. LP Deck Ftg. Deck Final Well Pr. Disp_ CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH ON E: 454-8100 BUILDING PERMIT Receipt 0 To be used for Est. Value 19+ Date 19 Site Address Lot Block Sec/Sub. Parcel No. a Name 3 Address City Phone - '' o Name Y o i Address City Phone Address City I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to: Building STUARTS 2ND On Site Sewage MWCC System On Site Well City Water PRV Required Booster Pump APPROVALS Engr./Assess. _ Planner _ Council _ Bldg. Off. - Variance _ Occupancy Zoning (Actual) Const (Allowable) # of Stories Length Depth S.F. Total Footprint S.F. FEES Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn. Water Meter Road Unit Treatment P1 Parks TOTAL Y t. Permit No. Permit Holder Date Telephone Plumbing H.V.A.C. Electric Softener Inspection Date Insp. Comments Footings I Footings II Foundation Framing Roofing Rough Pibg. Rough Htg. 7 A,- OOk?,' Isul. , Fireplace 69 Final Htg. Final Plbg. Bldg. Final Cert Occ. Temp. LP Deck Ftg. Deck Final Well Pr. Disp. BUILDING To be used for Parcel No. W Name 3 Address ° City- a Name_ o Address ?°C- City_ W w Name _ CITY a Mot Knob Road, P.O. a ?-'QW'L/V\. Eagan, MN Receipt # Date _ t 9 Sec/Sub. On Site Sewage MWCC System On Site Well Zoning (Actual) Const (Allowable) # of Stories _ r ,.y..r - -Phone Depth S.F. Total Footprint S.F_ Phone APPROVALS FEES oi,--- ; hfracknowledge that I have read this application and state that the irf;r.ru,aj?n is correct and agree to comply with all applicable State of {tpinnesota Statutes and City of Eagan Ordinances. Signature of Permittee A b Ling Permit is issued to:__ on xoress condition that all work shall be done in accordance with all appii.:n^le State of Minnesota Statutes and City of Eagan Ordinances. Building Official ,.- . _ Engr./Assess. Permit Planner Surcharge Council _ Plan Review _ Bldg. Off. SAC, City Variance SAC, MWCC Water Conn_ Water Meter Road Unit Treatment P1 Parks TOTAL #? Permit No. Permit Holder Date Telephone # Plumbing G /C) /? L 7 E c'? . 7/S H.V'A.C. 4 c 6 " { Jwe, Cyr. "la Electric 71 Iff Inspection Date Insp. Comments Footin Footin ' i Found 7 1 %?' Framin f f . Rootin Rough Rough Htg. Isul. ?q 1-4 Fireplace Final Htg. / Final Plbg. Bldg. Final 9! Cert. Occ. lri-c Temp. LP 1/s Deck Ftg. 4,)qe, ?s Deck Final Well Pr. Disp. g?3?88 oK pAA. ?P - VOLOW - )1A.2?...-? 1-J 6F -- PERMIT # ' M ECHANICAL PERMIT i ._ RECEIPT # ' CITY OF EAGAN ) , 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE: PHONE: 454-8100 Site Address BLDG, TYPE WORK DESCRIPTION Lot /__ Block _ Sec/Sub Res. - New ? Name (or i jv Mult Add-on m Address L'? Comm. Repair c City' L" f ; r V l l/ P Phon b Other Name FEES RES HVAC 0-100 M BTU -$24 00 C Address . . ADDITIONAL 50 M BTU - 6.00 p City Phon (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1 50 EA . . TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES iler B - M BTU TOWNHOUSE & CONDOS - RES. RATE APPLIES o MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # BEYOND $1,000) Other FEE: ' vV S/C: SIGNATURE OF TERM TTEE TOTAL FOR: CITY OF EAGAN f n rr-MMI I FF ( +`> F_.? i = -&Sy MECHANICAL PERMIT "• k' 140 CITY OF EAGAN RECEIPT # Ci -' 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE CONTRACT PRICE: It/ ] PHONE: 454-8100 a Lot l Bloc SE! Name ro Address U) City Name -Al c Address O City TYPE OF WORK Forced Air Boiler- - - Unit Heater Air Cond. Vent Gas Piping Outlets # / @ Imo - m a _60A BTU --M BTU v-1-171M BTU j (P wk M BTU J -_? CFM BLDG.TYPE Res. Mult Comm. Other WORK DESCRIPTION New Add-on Repair FEE S/C: TOTAL: FEES RES. HVAC 0-100 M BTU ADDITIONAL 50 M BTU (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES -_1 I TOWNHOUSE & CONDOS - RES. RATE AP REMODELS MINIMUM COMMERCIAL FEE STATE SURCHARGE PER PERMIT (ADD $.50 SIC IF PERMIT PRICE GOES BEYOND $1,000) -$24.00 - 6.00 - 1.50 EA...I - 12.00 - 20.00 - .50 SIGNATURE OF PERMITTEE FOR: CITY OF EAGAN .? PERMIT # PLUMBING PERMIT RECEIPT # U ^??S CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE PHONE: 454-8100 Site Address q p C J/ F q Lot Block Sec/Sub _"1 Name Address b ' C City hone 0 Name C Address 3 O City Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) SIGNATURE OF OErRM TEE FOR: CITY OF EAGAN BLDG. TYPE WORK DESCRIPTION Res. New Mult. k Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - 51.50 -Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE STATE S/C: GRAND TOTAL: l? y_- x314 --? ?'-L y-»- '31 s-l3 ? ?? ? 12 r, J? / 1 C4 ?- Aj??4-- V?41?-Lf 30 ..l??iutz•?'J, F CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (651) 681-4675 SITE ADDRESS: APPLICANT: ( t,Fo1.) A PERMIT SUBTYPE: TYPE OF WORK: Al 1114AI Inn 1+t `.1 f., It' l Ii1N '-, AI I `i 01 111 1 INSPECTION DATE INSPTR. INSPECTION TYPE DATE INSPTR. ? 1?t11 I'j 1.1- 1 !'J f,1 RKSr P1 AN R/ VIr WIF0 RY t`kATO I I L J 3 J 6 Permit Holder Date Telephone # SEWER/ WATER PLUMBING HVAC Aye- -Y,///g Inspection Date Insp. Commen s FOOTINGS FOUND FRAMING ` 2 TTT 7 ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: -Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: 1 G()1 FVAE.W till 1-411i t)++I• t o tit lop SIIIAItl'`, 'Mfj t61 .!i f.;r±d 0 4 PERMIT SUBTYPE: TYPE OF WORK: Ili .+ i 1 t' I I ?+iF i '•! '? 1 ! ti!! 1 ! 1 +1t1 t PI+, ) I111M 1 NI f. I I I I I r-I ? 1 Permit No. Permit Holder Date Telephone Y ELECTRIC PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING / t1 ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL (? BSMT R.I. BSMT FINAL DECK FTG DECK FINAL . CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454.8100 BUILDING PERMIT Receipt To be used for t ,,•• " ` = rt r' i • Est. Value F 4, Uit , t (Jt' Date DECUIBEK 7 •t 9z_ Site Address 34651, 34-/5. 34:15 GOLFVIEW DR Lot I Block I Sec/Sub.STUART'S SECONIJ Parcel No Name `JUAIi1T CORP z ddress *'t'7 YOVNE24AN Ab o City i Phone i% )' -t)317L 0 Name 0 ` Addre: City _ W W Name JAPES N COiWERMAN ,& ASSOC _ = Address ' I I ELM TC WF R `W City Phone 545--0419 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee --- A Building Permit is issued to:_ ' i L r F on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official -W law 10-1-11111MR111111111111111111 OFFICE USE ONLY On Site Sewage Occupancy MWCC System ^ Zoning On Site Well (Actual) Const City Water (Allowable) PRV Required # of Stories Booster Pump Length Depth S.F. Total Footprint S.F. APPROVALS Engr./Assess. _ Planner Council Bldg. Off. Variance FEES Permit Plan Review SAC, City SAC, MWCC Water Conn_ Water Meter Road Unit Treatment P1 Parks CITY OF EAGAN Permit No: 9286 Date: -12-14-L;7 3830 Pilot Knob Road Meter No: Size: P.O. Box 21199 Reader No: Date: Eagan, MN 55121 Owner. ;t.•._:rt Corr. Site Address: 3465, 75 85 o lfv am Drive I.1 Al -211'Arts Plumber Stephen Norma n/ ,lendale Coast. Conn. Chg: 2.840.00pd Zoning: ;.4 Acct Dep: No. of Units: 1)2 Permit Fee: 10.00pd Surcharge: .SORB I agree to comply with the City of Eagan Tr. Plant 18 - 360.00nd Ordinances. Misc.: By nil oft X4 l V t tfRA V l rti;• J L q 4 F. Y, 7lY.LJI 10. 2uU . CK), 53, 550.00 42 , 640.00, WATER SERVICE PERMIT CITY OF EAGAN 3830 Piloti(nob Road P.Q. Box 21199 Eagan, MN 55121 Owner. Stuart` Permit No: 10435 B/P No: 7970? Date: ' ' Date: Site Address '`*55:75, 85 Golfview Drive J.1 31 Stuar : ^ I i Plumber: S t lwbffi Narmar jC' eat- ' a1 e (kn rat MWCC: 53: 550. CQP4d Zoning. pf). ' City Chg: It No. of Units: Acct. Dep: I agree to comply with the City of Eagan Permit Fee: i ^ '• ' Ordinances. Surcharge: By SEWER SERVICE PERMIT • CASH RECEIPT • CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 v ///? DA%TE l/ 1s?'? '/"$y`Iy\/ .EwD FROM U \lil VT U I. • tXA.CI / A?/ I`? `-T I rA? / AMOUNT $ .w ? CASH V11HECK DOLLARS din o ?'s?y, >nt ? Q_. n??a,s 3 q?P s ?,?QOru??? Ccwzc.c??r?C?>,L, App FUND OBJECT I I AMOUNT Thank You BY I?f 82993 Ye Ilo,PoeegCCopy Pink-File Copy # 4 CITY OF EAGAN N! 15 2 6 5 3830 Pilot Knob Road, P.O. Box 21.199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt* -6 * U(.oS To be used for POOL Est. Value $19,000 Date JUNE 24 1988 Site Address 3475 GOLFVIEW DR Lot 1 Block 1 Sec/Sub. STUARTS 2ND Parcel No. rc Name STUART CORP W Address 2177 YOUNGMAN AVE City ST PAUL Phone 698-0302 olName QUALITY POOLS & SPA ou Address 1404 W HWY 13 a u? City B'VILLE Phone 890-0843 WW Name_ = Address u w City- I hereby acknowledge that I have read this application and state that the information is correct and agree comply with all applicable State of Minnesota Statutes and Cityo OrdinancGry Signature of Permlttee '? /•`N A Building Permit is issued to:_ Q ALITY POOLS SPA on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building OFFICE USE ONLY On Site Sewage Occupancy MWCC System Zoning On Site Well (Actual) Const City Water _ (Allowable) PRV Required # of Stories Booster Pump Length Depth S.F. Total Footprint S.F. APPROVALS Engr./Assess. _ Planner _ Council Bldg. Off. _ Variance _ FEES Permit Surcharge Plan Review SAC, City SAC, M WCC Water Conn. Water Meter Road Unit Treatment P7 Parks $178.00 9.50 -8910 2 TOTAI- $276 CARRIAGE GREEN II CITY OF EAGAN N°_ 1 4 4 7 5 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE: 454.8100 Receipt p?()F # To be used for 1&2 UNIT APT. Est. Value $4,000,000 Date DECEMBER 7 .19 87 Site Address 3465, 3475, 3485 GOLFVIEW DR Lot I Block 1 Sec/Sub. STUART' S SECOND Parcel No a Name STUART CORP = Address 2177 YOUNGMAN AVE 0 City ST PAUL Phone 698-0302 olName SAME ou Address City Phone Fw lName JAMES M COOPERMAN & ASSOC xza Address SHELARD TOWER aw city MPLS Phone 545-0409 I hereby acknowledge that I have read this application and a e that the information is correct and agre ply with all sopli b State of Minnesota Statutes and Cit of Eaga r i ce . Signature of Permittee A Building Permit is issued to. STUART CORP on the express condition that all work shall be done in accordance with all applicable State of Minnesota Sta tes and Crty of gan.Ordinances Building Official '- // L/ Ir- OFFICE USE ONLY R1/B1 On Site Sewage Occupancy MWCC System X Zoning R4 On Site Well _ (Actual) Const V 1HR/I City Water X (Allowable) V 1HR/I PRV Required # of Stories 4 F.1 Booster Pump _ Length Depth S.F.Total 16? 600 Footprint S.F. 40.100 APPROVALS FEES - Engr./Assess. Permit $.-9, 828.5( Planner Surcharge 1 , 400. U( Council Plan Review 4, 914.2' Bldg. Off. SAC, City 10, 200 0( Variance SAC, MWCC 53, 550.0( Water Conn. 42, 840 0( Water Meter Road Unit 24, 888 0( Treatment P1 18. 360.0( Parks TOTAL $155, 980.7' ? CITY OF EAGAN NO 14 3 9 7 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT HONE: 454-8100 --7 89 /Y (FOUNDATION) Receipt# / To be used for 102 UNIT APT Est. Value $ Date NOVEMBER 9 19 87 Site Address 3465, 3475 & 3485 GOLFVIEW DR Lot 1 Block 1 Sec/Sub. STUARTS 2ND ADD Parcel No a Name CARRIAGE GREEN GEN'L PARTNERSHIP 3 Address 2177 YOUNGMAN AVE, #300 o City ST PAS L Phone 698-0302 ,o Name STUART CORP o a Address SAME City Phone Fw I Name COOPERMAN & ASSOC x? Address SHELARD TOWER sz city MPLS aW Phone 545-0409 1 hereby acknowledge that I have read information is correct and agree to?c Minnesota Stat suttfs and C tuof Eadan. of Signature of Pera"Ifte A Building Permit is issued to: STUART CORP on the express condition that all work shall be done in accordance with all applicable State of Minnesota Stat es and City of//a?gan Ordinances. Building Official /-c-> L OFFICE USE ONLY On Site Sewage Occupancy MWCC System Zoning On Site Well (Actual) Const City Water (Allowable) PRV Required # of Stories Booster Pump Length Depth S.F. Total Footprint S F. APPROVALS FEES 15.00 Engr./Assess. Permit Planner Surcharge Council Plan Review Bldg. Off. SAC, City Variance SAC, MWCC Water Conn. Water Meter Road Unit Treatment P1 Parks TOTAL $15.00 SITE ADDRESS 3`?? g 7S 8S Unit k Permit # ?? J~ 61 L ? B ? Sect./Sub. INSPECTION DATE INSPECTOR OTHER FRAMING ROUGH PLUG. ROUGH HTG. INSUL FIREPLACE FINAL HTG. FINAL PLGG. UNIT FINAL CERVOCC INSPECTION DATE INSPECTOR COMMENTS 3_IT ?J. luCJc ?Ze4 rp -3?•? /L F°'6f'Fl:tip _$ r f?r .? 4r •iiL c?L azz?,- -4 If ?I : -- F-- . INSPECTION DATE INSPECTOR COMMENTS t - lt.L B SITE ADDRESS Sect./Sub. Unit # Permit INSPECTION DATE INSPECTOR OTHER FRAMING ROUGH PLBG. ROUGH HTG. INSUL FIREPLACE FINAL HTG. FINAL PLBG. UNIT FINAL CERVOCC 1016. City of Eap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ----------------- 1 i ForOFfloe,USe I Permit #: I I Permit Fee' Date Received: f! '7-I Staff: / Cl ------------- r 11/? 201l0118 COMMERCIALP?LUM/+BING;?PE,RMIT APPLICATION Date: Ca< I OPJfJ? Site Address: 34l`75 [ 1)1 T" &) NA Ill Tenant: rU 119 N I t f I]P e Suite PROPERTY Name: 2 Phone: lp J - 7 OWNER CONTRACTOR Name: C 1 'ICJ 104 V1 I License #: M lf? \ l 34/ - I9') ) 0? L { Cit S t t e NZi 14-1 Address::9W4L . y: _ a : p t,,, ?1 ? ? n r" Phone: ?l l _?f'-k- 5-kg2 Contact Person: Q,! /YLUt+u? TYPE OF - New _ Replacement _ Repai / ebwld _ o dify Space _ Work in R.Q.W. L D Z t' i ti f k {' escr p on o wor : 1 PERMITTYPE COMMERCIAL VGL(VC '16 L Id- (;tv"aQ 1' ?3 I `,J New Construction _ Modify Space Irrigation System (_ yes 1 _ no) (_ RPZ 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 picking up meter. Domestic: Size & Type Fire: Size & Price 3/4" meter 1 B3.00 Avg. GPM High demand devices? _Yes _No Flushometers Yes _No PRV Required Yes No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR contract value x1% =$ `XJ • t.,v Permit Fee Required on ALL new buildings and boulevard irrigation systems in $ Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 = $ Meter(s) li - If Permit Fee is , $1,000, surcharge increases by $.50 for each $1,000 ??`?? CG?? 6 ... State Surcharge $1,000 Permit Fee (i.e a $1,001-$2,000 Permit Fee requires a $1.00 surcharge) =$ r Following fees apply when installing a new lawn irrigation system. $ Water Permit Cali the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge 5 M TOTAL FEES $ • I hereby acknowledge that this mformation is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work w II be in accordance with the approved plan in the case of work which requue review and approval of ans InA.? 1tir A' x???I?LC ?1t?. Applicant's Printed Name nn , h' Ai / 1 A)r°,C -)w 4.1 Applicant's Signature FOR OFFICE USE Ground Approved By: Test Gas Test Date: 1 of 3 / q og- 2007 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit ???- LPG Date / .Z / -7-/ c-7 ,/ Site Street Address 3q7? 646LilieW D/` Unit# ?g,rJ ?ru,..•r_ Tenant Name (if applicable) /464h ['t>vhr e'/" L?,o-. r H am. Previous Tenant Name Property Owner Telephone # ( ) Contractor rCu p l?et•r or, k( f L[= Street Address 3700 *kJ 7-5' City 7h SSO- u'70'7 ?+1I1?d State Zip ,Sc$ %Y7 Telephone # ( ) Z 3 / --Z 7 Z 7 LY Bond Expires: The Applicant is Owner Contractor Other Work Type _ New Construction ?)_4nterior Improvement _ Install Piping _ Processed _ Gas _ Under/Above ground Tank _ Install _ Remove When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector Nature of Work: Z? [/ e2- I p2 y. ) a Permit Fees 570.50 Underground tank installation/removal $50.50 inimum (includes State Surcharge) or Contract Value $ 4 ZU o `d x 1% Jr©; 00 Permit Fee $ State Surcharge To calculate surcharge If Permit Fee is less than $1,000, surcharge is 50 cents- If Permit Fee is > $1,000, surcharge increases by $50 for each $1,000 Permit Fee (i.e. a $1,00142,000 Permit Fee requires a $1.00 surcharge). $ S" • 0 O Total Fee I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. IV40-14 ki4ATL Applicant's Printed Name Applicdnfs Signature Approved By: Inspector Date: Required Inspections: _ U.G. R .I. - Air Test - Gas Service 'rest - Infloor Heat _ Final 2007 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Plans are considered public information unless you state they are trade secret and why. • Structural Plans (2) see • Civil Plans (2) • Certificate of Survey (1) • Code Analysis (1) " • Project Specs (1) • Spec Insp & Testing Schedule (1) • Soils Report (1) • Meter size must be established • SAC determination - m11651-602-1000 • Soils Report (1) • Certificate of Survey (1) • Structural Plans (2) • Architectural Plans (2) sets HVAC units req'd. on bldg elev. l site plan • Civil Plans (2) • Landscaping Plans (2) • Code Analysis (1) " • Energy Calculations (1) •' • Emergency Response Site Plan (1) • Spec. Insp. & Testing Schedule (1) • Electric Power & Lighting Form (1) " • Project Specs (1) • Master Exit Plan (1) • SAC determination - call 651-602-1 000 • Fire Stopping Submittals • Fire Suppression/Alarm Form • Meter size must be established • Architectural Plans (2) sets • Code Analysis (1) " • Project Specs (1) • Key Plan (1) • Master Exit Plan (1) • Energy Calculations (1) not always- • Elec. Power& Lighting Forth (1) not always- • Meter size must be established-If applicable • SAC determination - call 651-602-1000 Call MN Dept of Health at 651-201-4500 for details regarding food & beverage or ioaging tactnues. •• Contact Building Inspections to see if it is required and for a sample. Permit for new building or addition will not be processed without Emergency Response Site Plan. Date16? 1 /0-7 Construc[ionCost -?GJ Site Address 31-11 -? FS Gc L- P-0:i 5 6w D2 unit/Ste # abi Tenant Name 7 ,y,v CC,t7-eK Q LEx =N(s t` 001J Former Tenant Name Description of Work If, - Property Owner /, ,=Al c1LA2 fRn aERTV Mfln)/}6C:t&JLfk)T Telephone#(31,- )HIIJ-C)Igg Applicant is: _ Owner X Contractor Contact#: (&t9 ) 389 - 15-72- Contractor (5 L7 2MATE CONS-r2 J CI ?Gnl SE?ulCES Address -7a-08 /-h-t-rLILock 4ANC- City MIDGE GROUE State M rJ zip 553(001 Telephone # (-7, 3) L)c?3-8 7 8 i3 Arch/Engr Registration # Address City State Zip Telephone # ( ) Licensed plumber Installing new sewerlwater service: Phone #: () I hereby apply for a Commercial Building Permit and acknowledge that the intormation is complete and accurate; that the worts wilt be to conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. C hr, 13ap-KLL) fit) Applicant's Printed Name Applicant's Signa - "a MINNESOTA DEPARTMENT OF (651) 284-5005 443 Lafayette Road N. 1 1.800-DIAL-DLI St. Paul, Minnesota 55155 7 ?BOR & INDUSTRY TTY: (651) 297-4198 www.doli.state.mn.us August 7, 2007 Lincoln Property Co. APPROVED FOR USE 2603 W. 22nd St., #22 Oak Brook IL 60523 RE: Hydraulic Passenger - Elevator # r -00238.01AL07-01 Site: a Lexington, #A 475 Golfview Drro9E:> agar 55143 Dear Sir/Madam: Minnesota Statutes Chapter 16B provides that the Department of Labor and Industry, Building Codes and Standards Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING /DFSMD STANDARDS ?/" dui7 Gary W. eeves State Elevator Inspector gwr/rsg (CE-2) c: Schoeppner, Dale R., BO, City of Eagan ThyssenKrupp Elevator ElFormCE2 This information can be provided to you in alternative formats (Braille. large print or audiotape). 443 Lafayette Road N. r?gWA&EPARTMENT OF (s51) zaa-loos -4198 St. w Paul,ww.dolistate.mnMinnesota.us 55155 1651) INDUSTRY TTY: (651)297 DIAL-005 August 7, 2007 APPROVED FOR USE Lincoln Property Co. 2603 W. 22nd St., #22 Oak Brook IL 60523 RE: Hydraulic Passenger Site: To?Va ? ! #B 3475 Golfview Drive gan ???? iJ - Elevator'ID# -00219.01AL07-01 / Dear Sir/Madam: Minnesota Statutes Chapter 16B provides that the Department of Labor and Industry, Building Codes and Standards Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSUASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS Gary R s State Elevator Inspector gwr/rsg (CE-2) c: Schoeppner, Dale R., BO, City of Eagan ThyssenKrupp Elevator ElFormCE2 This information can be provided to you in alternative formats (Braille, large print or audiotape). city of eagan PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan, MN 55122 Phone: 651.675.5300 Fax: 65 1.675.5360 TDD: 651.454.8535 w %cityofeaganxrun THE LONE OAKTREE The s,. rnbol of strength ind yiowrli in um join ?;uouv Zoning, Comprehensive Plan and Flood Zone Designation Confirmation Letter To: Dorsey & Whitney, LLP 50 South Sixth Street, Suite 1500 Minneapolis, MN 55402-1498 Attn: Audra Williams Subject Property: 3475 Golfview Drive, Eagan, Minnesota Lot 1, Block 1, Stuart's 2nd Addition PID 10-72851-010-01 Zoning: R-4, Residential Multiple Comprehensive Guide Plan Designation: HD, High Density Flood Insurance Rate Map: The property appears to be in Zone C (Source: Flood Insurance Program- U.S. Shown on map panel number: 270103-0001-B Dept. of Housing & Urban Development Date of Map: August 11, 1978 Federal Insurance Administration) Comments: The Property identified above is located within the corporate limits of the City of Eagan Multiple-family residential apartments are a permitted use within the R-4 zoning district There are currently no pending applications for Variance conditional use permit, subdivision. etc. pertaining to the Prooertv. Citv records show no Variances have been granted for this Probe Our records indicate two outstanding buildme permits (EA033830 and EA040944) and one plumbing permit (EA039975) that have not had final inspections A certificate of occupancy was issued in 1988 for the Property and is on file at the City. The City's current parking standard for multiple residential uses is two stalls per unit - one enclosed or underground arking space and one outdoor parking space The above information is believed to be accurate at the time of writing The City assumes no liability for errors or omissions. All information was obtained from public records. If you wish to review the City 's records pertaining to this parcel, you may do so by appointment at the Eagan Municipal Center, between the hours of 8: 00 a.m. and 4:30 p.m Monday through Friday. In addition, the City's Municipal Code is accessible on the Internet at www citvofea¢an.com. Signed: Date: April 21, 2003 Pamela Dudziak Planner -?3?3c7 1998 BUILDING PERMIT APPLICATION (COMMERCIAL) Q? (b -,g -? CITY OF EAGAN C 0 x L& y Submit following to obtain necessary permit 681-4675 t 8 1 C .?? Foundation Only New Construction Interior Improvement structural plans (2 sets) architectural plans (2 sets) architectural plans (2 sets) civil plans (2 sets) structural plans (2 sets) code analysis (1) ^ code analysis (1) ^ civil plans (2 sets) project specs (1 set) soils report (1) landscaping plans (2 sets) Key Plan project specs (1) code analysis (1)^ energy calculations (1) not always Special Inspections & Testing Schedule ^ soils report (1) Electric Power & Lighting Form (1) not always ^ SAC determination letter from MCM S - SAC determination letter from MCNVS - SAC determination letter from MCANS - call 602-1000 call 602-1000 call 602.1000 Special Inspections & Testing Schedule (1) ^ project specs (1) energy calculations (1) ^ Electric Power & Lighting Forth 1 ^ Contact Building Inspections for sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. 1GY ?S DATE: 7 `d WORK TYPE: _ DESCRIPTION OF WORK: CONSTRUCTION COST: NEW REMODEL SITEADDRESS: 3'l/7r ctlrst7/?t/r4 ?..? SUITE #: LOT BLOCK SUED I D P # . . . . Name: Phone #: PROPERTY L& First OWNER Street Address: city State: Zip: Company: Phone #: CONTRACTOR Street Address: License # City State: Zip: ARCHITECT/ / 74 ? ?? 3 ? ENGINEER Company: S G Phone #: Name: ?1JA/IS ?Is.? ?r ?? Registration #: ``?? q lT/ Street Address: ?? V 3 5,1• city State: Lao-J- Zip: S?Y/3 Sewer & water licensed plumber (only if installing sewer & water): I acknowled I hereb e th t I h i d thi t th i f ti li ti d t t th d t I licable State of m l a y g a ave rea on an e n orma on s s app ca s a e a an agr correc p pp Minnesota Statutes and City of Eagan Ordinances. 3m ! J I IUI I Signature of Applicant: I Cell 215-0700 for details. OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION ? 19 Comm./Ind. Misc. ? 20 Public Facility /"I 33 Alterations ? 34 Repair Const. (Actual) 5"(Ftr2Basement sq. ft. (Allowable) 6-Itrrl- First Floor sq. ft. UBC Occupancy 1LJ_ sq. ft. Zoning I sq. ft. # of Stories - sq. ft. Length sq. ft. Depth Footprint sq. ft. APPROVALS Planning Building Engineering ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code _ Variance Permit Fee Surcharge Plan Review MCM/S SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies 4-64.-I S aU -00 I 0 Total: \?S q . % SAC SAC Units Meter Size Valuation: $ SAC Code Census Bldg. Census Unit R? Re uirements 2000 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN 651-681-4675 -W- 1-2y) s?9 4_aa Oo 199 .as- Foundation Only I New Construction Interior Improvement • Structural Plans (2 sets) • Architectural Plans (2 sets) . Architectural Plans (2 sets) • Civil Plans (2 sets) • Structural Plans (2 sets) • Code Analysis (1) •• • Certificate of Survey (1) • Civil Plans (2 sets) • Project Specs (1 set) • Code Analysis (1) " • Landscaping Plans (2 sets) • Key Plan (1) • Project Specs (1) • Code Analysis (1) •• • Master Exit Plan (1) • Spec. Insp. & Testing Schedule •• • Certificate of Survey (1) . Energy Calculations (1) not always" 1 • Spec. Insp. & Testing Schedule (1) •' . Elec. Power & Lighting Form (1) not always" ! . Project Specs (1) 1 1 . Energy Calculations (1) i 1 • Electric Power & Lighting Form (1) l 1 . Master Exit Plan (1) 1 1 . Fire Protection Plan (1) '• j 1 I l • MGES SAC determination letter • MVES SAC determination letter MC/ES SAC determination letter call 651.602-1000 call 651.602.1000 call 651-602-1000 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE: U? WORK TYPE: _I NEW V/ REMODEL CONSTRUCTION COST:`/ DESCRIPTION OF WORK: TENANT NAME: C' SUITE: FORMER TENANT NAME: CIO -0 1 ) SITE ADDRESS: `?`F' S Gy??r/re c J QNt/P-, LOT -?- BLOCK T SUBD C A C: \r t d N e) Name: Phone#: () PROPERTY Last First OWNER /? ' yt Street Address: 81-75 l? 61-iOP,,- City d??yffGJ State: /WA Zip: _5,E/-75 - Phone #: Company: /a U-- C- ! a?CJ4 -Ga : lcS/c- CONTRACTOR Street Address: ?S<I/ City Al 5-e v/dc- State: ^/Lj Zip: ARCHITECT/ J' ) 33?- -Gg ENGINEER Company: /?eSS Sl?µ5d+? G?a?vtt Phone#: (6(2 Name: ??e ?e /i?d/? Registration #: Street Address: M 7//???? city __InIa ? State: Zip: Sewer/water licensed plumber (if installing sewer/water): Phone #: o co ply with a applicable State agree t I hereby acknowledge that I have read this appi c?aon, state that the information is co7L--7 of Minnesota Statutes and City of Eagan Ordina"i{des.l I / Kty1 Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation 1 ? 26 Public Facility ? 30 Accessory Bldg. -)Sr 14 Apartments ? 27 Commercial/Industrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF WORK TYPE ? 31 New ? 32 Addition ?K 33 Alterations . w i ? 34 Repair ? 37 Demolish Bldg. ? 43 Reroof ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Found) ? 45 Fire Repair ? 46 Windows/Doors GENERAL INFORMATION Census Code q9 -7 SAC Code 10 No. of Units o No. of Bldgs. 1 Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width Basement sq. ft. First Floor sq. ft. sq. ft. MISCELLANEOUS INSPECTIONS ? Gas Service Test ,Heating APPROVALS Planning Building ? Insulation C6 Engineering sq. ft. sq. ft. sq. ft. sq. ft. MC/ES System City Water Fire Sprinklered ? Plumbing ? Stucco/Stone Variance Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total VALUATION:$ q,00r) q -I . a- s a . C) d a1-a5 % SAC SAC Units Meter Size Metropolitan Council Working for the Region, Planning for the Future Environmental Services May 11, 2000 Dale Schoeppner Building Official City of Eagan 3830 Not Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services Division has determined SAC for the Avalon Bay Apartments Training Room located at 3475 Golfview Drive within the City of Eagan. This project should be charged no additional SAC Units. It is the Council's understanding that no apartment units will be added with this project. If you have any questions, call me at 602-1113. Sincerely, A. &Wz? Jodi L. Edwards Staff Specialist Municipal Services Section JLE: (10) 000511S6 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Craig Aukrum, Cave & Associates Ltd. 230 East Fifth Street St. Paul, Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TTY 229-3760 An Equal Opp inlty Employer I 05/12/2000 07:52 rvaY-12-2000 LAB: 10 6514828961 ESG May 12, 2000 6514828961 CAVE ASSOCIATES LTD TO. Michael F,stwanick, Avalon Bay Cotllnlunities, Inc. FROM: Steve Wolf, ESG Ar(;hitects, inc. RE: Code information TYPE OF CONSTRUCTION:, U Occupancy = Type 1, fully sprinkle-red R-1 Occupancy = Type V lhr, unsprinklered. The following is based on information provided by Avalon Bay: OCCUPANCY CLASSMCATION: Parking Garage: U Apartments: R-1 - PAGE 02 612 3^3 4650 P.02/02 OCCUPANT LOAD FOR NEW AREAS: New classroom area: 752 sf 1(20 O.L-F.) 32 6 New storage area: 277 st /(300 O.L•F.) 0.92 New unclassified area: 166 sf /(100 0,L-F-) 1.66 Total new area: 195 sr 35.18 occupants Remaining exist. mech. room area: 2,427 sf /(3(X)O L.F.) R 051 Total occupant load: 43.27 occupants' Egress width required from new area: 35.18 persons x 0.2"/person = 7.036" Egress width required from exist. mech. room: 43.27 persons x 0.211/person = 8.654" Egress width required for mech. room stair: 43.27 persons x 0.3°/person = 12.981" The existing and proposed means of egress exceed the required widths noted above and the code minimums of 32" for doors and 36" for stairs. TOTAL P.07- 1987 BUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MOST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: C ? Valuation: Date: C l` 34 5 54-Z)5- ? / /?' Site Address ;5y7s` '/r" -" /) n; ?£ OFFICE USE ONLY Lot I Block Parcel/Sub ,5T'- Owner GflVLt Address x177 4 City/Zip Code Phone On Site Sewage_ MWCC System On Site Well City Water _ snlz APPROVALS Contractor STGQIZT coo yv Assessments v T/? Water/Sewer Address 7-1 77 o /n?,? /Q7/Z ?rrl Police Fire City/Zip Code CL X S//? Engr GV Planner Phone d j? 04 Council a Bldg Off Arch./Engr. GHQ APC ?? Variance Address Q? 3s4?Z G City/Zip Code Phone # -5"qG -O 409 --?/+n ??lrt f Occupancy Zoning Type of Const (Actual) (Allowable) # of Stories Length Depth S.F. Total Footprint S.F. FEES Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL p?b ,; c /V V- -r 1987 BUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS ? FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND I O Z UN 1 T AP)- 5Lz(- , i 1967 To Be Used For: ;hut77PL.c leus&)q Valuation: CCU OCT 3 y ODO, 000 Date: Site Address 'r4(P5,3475, 3455 DR, Lot I Block I On Site Sewage MWCC System Parcel/Sub STuA2; s sets p Ann+?7 J On Site Well City Water Owner r o 5-ruAxr ?2foRATfoJ Address 211"7 Yo4A6G 4.J Avl`. City/Zip Code Sr- PAUL, ? N- r1/6 Phone G9b 03oz APPROVALS Contractor STLIAAT 1-oAPoAAT)o?1 Address 21 1 YouaGMA,i Auc, City/Zip Code _ S?r; PAae- gym" -4 116 Phone 648 -63o2_ Arch. /Engr . J A,+t CS A, Gov PCVRMAQ 4 fUSo+ Address S'14E-44aD TQ+?t-,2 City/Zip Code yVVPLS Md, :r6-426 Phone # 5?; p4p OFFICE USE ONLY z Assessments Water/Sewer Police Fire Engr Planner Council Bldg Off APC Variance Occupancy K.1 5.1 Zoning (/•4 Type of Const (Actual) 1HK- IF.K (Allowable)IHZ. R 11 of Stories 4 Length Depth S.F. Total tL07-(Poo Footprint S.F. q0, loo FEES Permit 98'2 Surcharge 1400. Plan Review q 4.25 SAC, City X C MWC 10,ZC)o 5 SA , C 0. 53,5 Water Conn 47-840. Water Meter ,6. Road Unit 2-4,90b. Treatment P1 15.3GD. Parks N A Copies TOTAL It's,130-15 p?2M ?T I c,e '30-76, 3,ooO,ooo 3.oooxz6750. 98 Z8. so (LOO F C. o coz x (4, o5o, o00 - 3, ooo, ooo) = l 400 °Ig2B.?-Z' 4°114 2-S ' SAL [CO (OZ = l0 Pao SZS? ioZ = 53650 X37 SO WA C 4ZD k 101 -- 4Z-b4-0 ? IA Z-44 X IOL = 2.4806 TPC X80 ?- IOZ- IES3G0 14? 4c 14 zs U2 7SO ? 184d Z488b (9 36c7 EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION OWNER SITE ADDRESS ENGINEER l?1N2EjCl. "ItJIF0TI?Jb DATE PHONE I6 i, Total exposed wall area s!A l? sq. ft. t x 2. Total roof/ceiling area A_sq. ft. x ' _4,2„ Total exposed wall area above floor a. Total wall window area b. Total door area Zj* c. Total sliding glass door area d. Total 6uht,P:MVt.4WA e. Total wall framing area (average I,l;) f. Total net wall area above floor g. Total rim Joist area /? Total exposed foundation area 737?9 h. Total foundation window area 1. Total net foundation area above grade Determine "U" value of each wall segment. a. A?_ x..u.. . (o - --Z22&. b. ___ 2/90160_ x ..D.. • 47 ? ?.--1Ie2 c.L.- x .lull w d. x ' U" -??- 2"9 e. x "U" V (9 W f 1A x ,q ZZ? 'lull Ar. 9• x V7, h. A x "Un i . 7417 x ..u„ 3. TOTAL--------------------------------------- If ? Item K3 Is the same as, or less than Item /I, you have net the Intent of SBC 6006x)2. Determine working square fpotage of each. Total exposed roof/ceiling area - AD ??4 Total gross roof/telling area 407&e4 J. Total skylight area 3G k. Total roof/ceiling framing area 00%) AO?& 1. Total net Insulated roof/eelling Brea AD, 4W Determine "U" value for each roof/calling segment. J. _._?11&_ x 111jil k. 907. x 4. TOTAL ------------------------- ------------------ ?lml? If total of #4 is the same as, or less than N2, you have met the Intent of SBC 6006(c)I. Altern.,l.e Building Envelope Design To utili2e the total env(-lope system method, the values established by the sum of itemp #3 //annd #,4 sl.ill not be greater than the sum of items /#1 and N2. 1 .___ `1`7441 + 2. 7 ?? MEMPOLITAn W AFE C®nTmL c®61IDmiffi®n Twin Cities Rea October 27, 1987 Mr Steve Hanson Asst. Chief Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Hanson: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Carriage Green II Apartments to be located within the City of Eagan. It has been determined that 102 SAC Units @ 1008 of the current SAC Rate should be assigned to this development. This deter- mination was made as follows: Charges: Apartments (Washer/Dryer Hookups) 102 units @ 1 unit/SAC Unit if you have any any questions, please call. zer 'e : l/y?, Donald S. Bluhm Staff Engineer DSB:RWJ:blm cc: S. Selby, MWCC W. K. Johnson, MWCC Rob Bershardt, Stuart Corporation SAC Units 102 @ 1008 Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 b .JANE M OCZ3PEFW1AAN AND AssmATEs AFCF4TECTS RVC SHS N TpJJER MNNEAROUa M WSOTS 554 a Q/ 612595-0909 U July 30, 1987 Mr. Doug Reed Fire Marshal City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Carriage Green II Apartments Eagan, Minnesota Dear Mr. Reed: Enclosed is a print of a proposed deck and fire lane plan. Please review this drawing and let me know how it works with the needs of the City of Eagan. The Owner is also reviewing the drawing at this time and will comment soon, as they are most anxious to proceed with an approved site plan. If there is any further information you require, please let me know. Very truly yours, JAMES M. COOPERMAN & ASSOCIATES ARCHITECTS.., INC. John Collins cc: Jerry Sovell, Stuart Corporation (drwg.) cc: Duane Temple, Temple Associates (drwg.) cc: David Kirscht, David Kirscht & Associates MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS JrW Stuart Corporation 300 Shepard Park Office Center 2177 Youngman Avenue St Paul, Minnesota 55116-3048 (612) 698-0302 October 30, 1987 Mr. Steve Hanson City of Eagan 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 SUBJECT: CARRIAGE GREEN II APARTMENTS STUART'S SECOND ADDITION TO THE CITY OF EAGAN Dear Mr. Hanson: This confirms our phone conversation of October 28, 1987, regarding the foundation permit for the above referenced project. On the day the plat is recorded, we can obtain a receipt from the County as evidence that the recording has taken place which receipt is required by the City of Eagan in order to issue a foundation permit for the customary $15.00 fee. The SAC, WAC building permit fee, road unit charges, and water treatment fees will not be due and payable until the building permit ?O ?._ a pulled. The foundation permit will allow footings, foundation walls, an site utilities work to proceed. The building permit must be pulled and all fees become due and payable before construction proceeds above the foundation walls. Based on the above, we anticipate requesting a foundation permit the week of November 2, 1987, and to pull the overall building permit the week of December 1, 1987. If there are any further details we need to handle to clear the way for a foundation or building permit, please call Rob Borchardt at 698-0302. Thank you for your cooperation. Very truly yours, STUART ?CORPORATION Robert P. Borchardt 1??I?a1 Project Manager cc: Jerry Sovell Mark Youngdahl RPB:wwl DEVELOP / DESIGN / BUILD / MANAGE city of aagan PAT GEAGAI`? Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THOMAS HEDGES City Administrator Municipal Center: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Maintenance Facility: 3501 Coachman Point Eagan. MN 55122 Phone: 651.675.5300 Fix: 651.675.5360 TDD: 651.454.8535 www.ciryofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community September 16, 2004 WACHOVIA MULTIFAMILY CAPITAL ATTN: LYNNA QUALLS 7255 WOODMONT AVE BETHESDA MD 20814 RE: 3475 GOLFVIEW DRIVE EAGAN MN Dear Ms. Qualls: Please be advised that the City of Eagan does not provide building inspection services for existing properties; therefore, we are not aware of any code violations on the property. If you have any questions, please do not hesitate to contact me at 651-675-5671. Sincerely, Janice D. Severson Office Supervisor cc: Dale Schoeppner, Chief Building Official Sep 14 2004 1638 P.05 September 10, 2004 City of Eagan Code Enforcement 3830 Pilot Knob Road Eagan, MN 55122 Phone: (630) 675-5688 Re* Towne Centre at Lexington 3475 Goffview Drive Eagan, MN 55123 248 Units Built: 1987 Dear Sirs: Wachovia Multifamily Capital, Inc. is processing an application to refinance the above referenced property under the Fannie Mae DUS Program. This program requires that properties eligible for mortgages be in compliance with all applicable codes, statutes, rules and regulations. We would appreciate your confirmation in writing to the effect that the property is not, to the best of your knowledge, in violation of any building or housing regulations. Alternatively, please advise us of any violations on record. If you wish to make an inspection of the property, we can provide arrangements for you to inspect any portion that you desire. We also would like to request your services to provide Wachovia Capital with copies of the original Certificates of OccupancdRental Licenses. If for any ream these certificates/licenses are not available, please state the reason why in written correspondence. Please feel free to contact me at 301/321-1279 if you should have any questions Sincerely yours, Lynna Qualls Analyst COMMERCIAL BUILDING Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 q C, I L{ , Telephone # 651-675-5675 FAX # 651-675-5694 (p (? 5 Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets * Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always- • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Project Specs (1) 1 • Energy Calculations (1) " i d • Electric Power & Lighting Form (1) l • Master Exit Plan (1) 1 1 • Emergency Response Site Plan (1) d • Soils Report (1) 1 • SAC determination -call 651-602-1 000 • SAC determination - call 651-602-1000 SAC determination - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. ** Contact Building Inspections for sample and if required when it states "not always". *** Permit for new building or addition will not be processed without Emergency Response Site Plan. Date C7?C / z3 / 3 Do Construction Cost (v o 0 Site Address 3 t I? s ??/ t o wi Unit/Ste # Tenant Name '}ow N C-ENT)OZ Vi LEu (")-T-hJ Former Tenant Name Description of Work Re - rooF Property Owner L Ck CL VA& r (OF 0 J 12 Telephone # s?7 Contractor u r ?t f r- C D V4 '-4 t- + v1 Ct - T Address 3939 N E 33`A a ear S ke T? City KANSAS CtrtJ State }N O Zip &4 1-7 Telephone # (81 (o) 44 15- -u3a7 Arch/Engr Registration # Address City # 7 State ( Zip Telephone ? ro 9 nm IIuu' VV vl new sewerlwater service: lumber installin Licensed Phone #: g p 13 I hereby apply for a Commercial Building 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 the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 1, F. CoL?, Applicant's Printed Name Applicant's 4-at e U_5-F- 1 r5 lac- t S? t?4-s a- l? (on L-.?- COMMERCIAL BUILDING Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) . Civil Plans (2) • Project Specs (1) • Code Analysis (1) " . Landscaping Plans (2) • Key Plan (1) • Project Specs (1) . Code Analysis (1)" • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always** • Soils Report (1) . Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always*' • Meter size must be established • Meter size must be,established • Meter size must be established-if applicable 1 Project Specs - , (1) .. ' d Energy Calculations (1) ` l 1 Electric Power & Lighting Form (1) ** 1' 1 • Master Exit Plan (1) l 1 Emergency Response Site Plan (1) l Soils Report (1) • SAC determination -call 651-602-1 000 SACdetermmation - call 651-602.1 000 SAC determination - II 651-60 2.1000 Call MN Dept of Health at 651-215-0700 for detailskesarding food & beverage or lodging facilities. / ** Contact Building Inspections for sample and if requir°J•Ct when it states "not always". .. Pernnt for new building or addition will not be processed without Emergency Response Site Plan. ?9 Date a / I a• Q ConstructiDn Cost oc ov ? o(?V • Q Site Address 3q 75 G-,0LFy? i ,J kle'vN Unit/Ste # Tenant Name 1 /? l-lb"C A2 G M-Ve" lit s i \ Former Tenant Name as s. r, Ptg i L 6o6v v f Description of Work Sr1i?41.Q. 1Y,'kt <O \1 ?1 FF ?l Kam O.nOF Property Owner 00E rf ZA CG iE5 I`A-T= 4 , )t4 7A22'N( Telephone # ( ) Contractor R OY1 f t n? Address 3q3 (?` 33w IPQRAtk ?/ svtr? City I',GnSA ` State S yD, ¢ 1 Zip Gar t ! Telephone # ( Y1 b) ?l f (?oZ i Xu- Arch/Engr `Registration # Address city ------ , State ? ?l ff Zip ? Telephone # ( D 3 L7 ? ? I ?1 ? AU G nn1 it LJI Licensed plumber installing new sewertwater service: Phone #: I hereby apply for a Commercial Building 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 the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. kl. A WfCCrlo?o Applicant's Printed Name Applicant's S ature OFFICE USE ONLY Sub Types C 01 Foundation ? 26 Public Facility C 30 Accessory Bldg. C 14 Apartments X 27 Commercial/Industrial L 32 Ext Alt - Apts. C 15 Lodging ? 28 Greenhouse C 34 Ext Alt - Comm. C 25 Miscellaneous ? 29 Antennae C 35 Ext Alt - PF ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* E!r 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Z2t 000 °'Z Occupancy ? • MC/ES System Census Code 430 n Zoning h 4 City Water SAC Units ?- D - Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprindered Type of Const ' k Width REQUIRED INSPECTIONS - Footings (new bldg) Final/C.O. - Footings (deck) _ Final/No C.O. - Footings (addition) Plumbing _ Foundation HVAC _ Drain Tile ? Other ?/ Roof _ Ice & Water _ Final Pool Ftgs Air/Gas Tests -Final Framing _ Siding Stucco Stone _ _ _ Fireplace _ R.I. _ Air Test -Final _ Windows (new/replacement) Insulation _ Retaining Wall Approved By Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage SAN Permit SAN Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other Total CLAIM VOUCHER - REFUND REQUEST CITY OF EAGAN MAKE CHECK PAYABLE TO: TURNER CONTRACTING INC. ADDRESS: 3939 RE 33RD TERRACE STE D KANSAS MO 64117 RECEIPT #/DATE: 52788/8-13-03 REASON FOR REFUND: Should have been for two addresses PERMIT #: 60762 split one permit into two TYPE OF REFUND: Plumbing Permit 9001.4087 $ !Mechanical Permit 9001.4088 $ Building Permit Fee 9001.4085 $ 1,688.15 Plan Review Fee 9001.4222 $ SAC (MC/WS) 9220.2275 $ SAC (City) 9379.4681 $ SAC (Admin) 9001.4246 $ Water Connection 9220.3865 $ Sewer Permit 9220.4532 $ Water Permit 9220.4507 $ Account Deposit 9220.2252 $ Water Meter 9220.4509 $ Water Treatment 9220.4685 $ Water Supply & Storage 9220.4680 $ Surcharge 9001.2195 $ 112.50 Overpayment 9001.2250 $ Curb Box Deposit Refund 9220.2253 $ Construction Meter Dep Refund 9220.2254 $ Other - Fire Permit 9001.4096 $ TOTAL $ 1,800.15 re under the penaltie f la that this account, claim, or demand is just and that no part of it has been paid. 9/23/03 SIGNATURE DATE Lit a- [3 lock ?J r { S -D- 4 e..)(I 7 l7? COMMERCIAL 2002 BUILDING PERMIT APPLICATION CITY OF EAGAN 651-681-4675 C, D $ ? ly_C)o Foundation Only New Construction Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master E>ot Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established -if applicable • Project Specs (1) I • Energy Calculations (1) " l 1 • Electric Power & Lighting Form (1) 1 • Master Ebt Plan (1) l 1 Emergency Response Site Plan (1) *" 1 y • Soils Report (1) l • MC/ES SAC determination letter • MC/ES SAC determination letter MC/ES SAC determination letter call 651-602-1000 call 651-602-1000 call 651-602-1000 Food & beverage or lodging facilities - submit plan to MN uepartment or rieairn. Cau oo i-2 io-0r 0u wi urudiin. ** Contact Building Inspections for sample. Permit for new buildings or additions will not be processed without Emergency Response Site Plan. Ask Building Inspections for requirements. DATE: rqll`C?l ca,- WORKTYPE: _ NEW REMODEL CONSTRUCTION COST: 0 SITE ADDRESS: TENANT NAME: FORMER TENANT NAME, IF APPLICABLE: DESCRIPTION OF WORK PROPERTY OWNER Name: SUITE* IY1A l n?M t. ?e P . I 1? 1t Phone #: (?OT Street Address: Z UO -be vrV11Jll)PC' R City: vyrkS? dk State: . Zip: A' ?- Company:- \ t C 6 Phone#: AlcoO(/ CONTRACTOR ? 1 A Street Ad/dress: \t?N AZ l ?y City: % r& State: AA Zip: SJl3?? ARCHITECT/ v a rl ENGINEER Company: Ill?e?-? l Name: gistratioE,#: Street Address: City: State: Gip: Licensed plumber installing new sewer/water service: Phone #: L? • I hereby acknowledge that I have read this application, state that the information is come =agr applicable State of Minnesota Statutes and City of Eagan Ordinances.Signature of Applicant: o Undated 7/02 OFFICE USE ONLY SUBTYPE ? 01 Foundation ? 26 Public Facility ? 30 Accessory Bldg. 4 Apartments ' , 27 Commercial/Ind ustri al ? 32 Ext Alt - Apts. ? 5 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon WORK TYPE ? 31 New 35 Tenant Impr ? 42 Demolish (Fou ndation) ? 46 Windows/Doors ? 32 Addition ? 36 Move Bldg ? 43 Reroof ? 47 Repair ? 33 Alterations ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authorization ? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code 2,1 Zoning (L _ SAC Code 3 v # of Stones No. of Units 0 Length No. of Bldgs. I Width Const. (Actual) I Fr, Basement sq. ft. (Allowable) jjkrj 1 f r? First Floor sq. ft. UBC Occupancy 17'.1 sq. ft. MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating C Insulation APPROVALS Peng Building C-) Engineering sq. ft. sq. ft. sq. ft. sq. ft. MC/ES System City Water Fire Sprinklered ? Plumbing ? Stucco/Stone Variance Permit Fee Surcharge Plan Review MC/ES SAC VALUATION $ 5000.60 City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Vs Total as % SAC SAC Units Meter Size L ?i B . SUBD. APPROVED BY: CITY USE ONLY y RECEIPT #: I? 1'/ 5, nG RECEIPT DATE 3 d? 1 ?JJ INSPECTOR PLUMBING PERMI T # 2000 PLUMBING PERMIT (COMMRCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 651-681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate building permits are not required for each dwelling unit installation of backflow preventer in commercial areas or residential boulevards Date: (/(Y-) Work Type: _ New Bldg. _ Add-on _ Repair _ U.G. Sprinkler Description RPZ To inquire if Pressure Reducing Valve is required on new service, call 681-4646. FEES 1% of contract price or $30.00 minimum Contract Price: $ aa,-_`Sm e CV) x 1% COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINSLER SYSTEM Base Fee $ 30.00 Water Meter: 2" Turbo - $897.00 unless plan approved for smaller size $ 1-1/2" Turbo - $ 726.00 Service: _ existing (if coming off domestic fine) OR _ new If "new service contact Jerry Wobschall. Finance Consultant, to confirm adding fees for: Water Permit & Surcharge $ 50.50 Water Supply & Storage $ 840.00 Water Treatment Plant Charge $ 492.00 cc: Diane Downs, Utility Billing - undrrgroundsprinklerpermtts State Surcharge $.50 minimum; calculate at $.50 for each $1,000 Base Fee Base Fee $ X X 3. i:`17 State Surcharge $ Total Fee $ I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: L( l 5 n1 ?/ 4 c 1 r J4e? TENANT NAME: 1q ?/ C . IC Y\ Ca 1 T6c e C t vi?eYTELEPHONE #: (a S 1 t k? -?-1 (AREA CODE) INSTALLER NAME: f=or P, as- Vti l i?( y-\(x i2, t (TELEPHONE #: (s S l ( c'-41- (AREA CODE) STREET ADDRESS: 501 l A) 1_c k k) ?r r P "ten ?} O CITY: `J1 ST TE: 1 ZIP MAR R 8 2000 1 11\, BY: 1.1.7„ SIGN OF PERMITTEE PERMIT osa??? ICITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 0 2 6 7 4 4 (612) 681-4675 Date Issued: 11/21/95 SITE ADDRESS: 3475 GOLFVIEW DR LOT: 1 BLOCK: 1 STUARTS 2ND DESCRIPTION: f. ?t (SKYLIGHT FRAMING) Building P.,ermit Type COMM./IND. MISC. B`uilding.Wdrzk Type REPAIR r' REMARKS: FEE SUMMARY: VALUATION Base Fee Surcharge Total Fee $324.75 $11.50 $336.25 CONTRACTOR: - Applicant - NEW WORLD BLDR 25500704 1615 EVERGREEN LN PLYMOUTH MN 55441 (612) 550-0704 $23,000 OWNER: CARRIAGE GREEN APTS 3475 GOLFVIEW DR EAGAN MN (612)452-8778 I hereby acknowledge that I have read this information is correct and agree to comply Statutes and City of Eagan Ordinances. L_ K7, AA 1-"/' AP ICA T/PERMITEE SI NAT E application and state that the with all applicable State of Mn. ,A &A lk ISSUED B SI ATUR INSPECTION RECORD CITY OF EAGAN PERMIT TYPE 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 BUILDING 026744 11/21/95 SITE ADDRESS: LOT: 3475 GOLFVIEW OR STUARTS 2ND PERMIT SUBTYPE: COMM./IND. MISC. F L 1 BLOCK: 1 APPLICANT: NEW WORLD BLDR (612) 550-0704 TYPE OF WORK: DESCRIPTION F u• REPAIR (SKYLIGHT FRAMING) 0144 CITY OF EAGAN 1" r 1996 BUILDING PERMIT APPLICATION (COMMERCIAL) 681-4675 IP :rl I Ij The following are required with appropriate certificetlon for all OM construction: 2 each: architectural plans; mech. 8 elec. plans; fire sprinkler plans; structural plans; site plans: landscaping plans; grading/drainage/emsion control plan; utility plan 1 each: set of specifications; set of energy calculations; electrical power & lighting form; Special Inspections 8 Testing Schedule Letter from MCANS (phone #222.8423) indicating SAC determination Code analysis indicating: Codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq. ft. per floor, type of construction (synopsis of construction components) & any occupancy or area separation walls; occupancy bads; exit synopsis with a diagram indicating exiting bads from each room or area, travel paths 8 all rated corridors; plumbing fixtures; and parking. DATE: NOV No i NIL- WORK TYPE: NEW 4z. REMODEL DESCRIPTION OF WORK: {?I 12CTI 1= I-) OR DWAA& Ft) j A oo K75 J &re*1A(4 SXYGlf l - CONSTRUCTION COST: QQ ?? y e 4wrr TENANT NAME: RC 1M Soc N F+tu•v? Or'tK rKL? S q Oct SITE ADDRESS: 3? ?(? D4 F V l ?(?, ?? l.'f- IuPtau.ru A?r_ .,.Q .. ?. fQpoTtA ?gMrn[ij. I 1" R LOT BLOCK SUBD. a^f , P.I.D. # PROPERTY Name: l ,kU) A 6?E 6'R 1Qli A?? Phone #: T OWNER um `"" 1n C OLF LiEV) Lk) -1' Street Address a City: E 64 1 State: Zip: CONTRACTOR Company: ?J1? _L? 90th l-D? l I i?EIZ Phone Street Address- tole ELF _::'Q LiLE City: I I `? Zip:Z ARCHITECT/ Company: Phone # ENGINEER Name: Registration #• NOV 14 1995 Street Address, City: State: Zip: Sewer & water licensed plumber. 1 hereby acknowledge that I have read this application and state that the information is come- and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. l/ X-1 Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning i9 CommAnd. Misc. ? 20 Public Facility ? 33 Alterations X34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Building Engineering ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit Variance Sp 0 Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S1W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qua]. Other Copies Total: Valuation: $ % SAC SAC Units Meter Size 1988 BUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS / v (:;)- ?? 'S INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS U OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS; 1 SET OF SPECIFICATIONS AND 1 SET _ OF ENERGY CALCULAT IONS QC}r 2).v e, ? ayn?tQe? p To Be Used For: Rlr.r p,, n l Z- Valuation: I /` ?0 y Date: !o - old O Site Address ,??] ?11?f(/jtu) 17?idt OFFICE USE ONLY Lot L Block L On site sewage Occupancy 2 5 NWCC system Zoning Parcel/Sub ND 110477 On site well Actual Const /J City water Allowable Owner (:oiPz? PRV required # of stories Booster Pump Length Address V_ 7.7_ Vd .t / .h ? Depth l ^ City/Zip Code 1 'W" S.F. Total Footprint S.F. Phone 4, g' 43? APPROVALS FEES / I / / Contractor f tr S ©DS d cL S Engr/Assess Permit ,OO ?// Address /5/45/ GU• tl'4 Planner Council Surcharge 9 ,so Plan Review Alit, Do / 7 /? Bldg. Off. SAC, City C City/Zip Codeu tjeA/S!/, -e, 1 Variance SAC, MWC C 6 e- n e- Phone d'?0-o?Y3 Water Conn Water Meter ? Road Unit Arch. /Engr. s / ?o eo d Treatment P1 Parks Address 9fJdv Copies 1 TOTAL_ City/Zip Code ??d SS Phone 4 SY?-OS/d j 0 ??%? %t>K%o4:Xt%c*?k?kXtNt?XXt>;t>K**M?:Xt**?>a?*?k?s><t>k?>X>!cW%t>K CITY OF EAGAN CASHIER: S TERMINAL NO: 866 DATE: 11/02/98 TIME: 15:25:43 111, NAME,. DEMARA CONSTRUCTION SWi S INC 22: ! )O01 3470 GOLFVIEW D 4,378.09 321D - ?OD:1. :3475 GOLFVIEMI Ii 484.75 3422 9001 3475 GULFVIEN! Ii 32.5.09 2155 9001. 03475 GOLFVIEW D 20.00 r?r Total. Receipt Amount: 5y197.93 CRO99TI2 USER ID: NANCY ?tSX?Y??7k?Xt7kyti?F????k:kXt)k5'FM>X>X#tM$t?c*?(XtYn?hY?tdf?t%k?c$t* CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (651) 681-4675 PERMIT PERMIT TYPE: Permit Number: B U I L D I N G Date Issued: , 0 3 3 8 3 0 11/02/98 SITE ADDRESS: P.I.N.: 10-72851-010-01 3475 GOLFVIEW DR LOT: 1 BLOCKe I STUARTS 2N0 DESCRIPTION: ,?-1.__ SALES OFFICES I Bu3ldin4?Permit Type Bplilding Wowk__Type ALTERATION t18C Oocupancy R-1 /Construction Types, 5=1HR Zoning ,r Census Code 437 ALT. NONRES. 71 REMARKS: PLAN REVIEWED BY CRAIG NOVACZYK. ARCHITECT: ELNESS SWENSON GRAHAM REG #14196 FEE SUMMARY: Base Fee Plan Review Surcharge Total Fee VALUATION $40.000 $484.75 $315.09 20_.00 - $819.84 CONTRACTOR: - Applicant - OWNER: AVAI.ON BAY COMMUNITIES 24528778 AVALON BAY COMMUNITIES 2900 EISENHOWER AVE 2900 EISENHOWER AVE ALEXANDRA VA 22314 ALEXANDRA VA 22314 (651) 452-8778 (703)317-4629 I hereby acknowledge that I have read this information is correct and agree to comply Statutes and City of Eagan Ordinances. APPLICANT;PE E SIGNATURE application and state that the with all applicable State of Mn. ? ?RE ISSUED BY. SIGNATURE APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION of eagan 1) PROPERTY ADDRESS: LEGAL DESCRIPTION: ............................... . i NOTE: PA)MU OF FEE AT TIME OF APPLICATION DOES NOT CON- w STITUTE APPROVAL OF PERMIT. r ? INSPECTION OF SEF'02 AND/OR WATER t INSTALLATIONS WILL NOT BE S'EDaED t *x, UNTIL PERMIT HAS BEEN APPROVED. **. tiww>wxxx>r>xttt>w>weei>wrtr>ixw»>r» IF EXISTING STRUCTURE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: (Month/Year) PRESENT ZONING/PROPOSED USE: Q COMMERCIAL/RETAIL/OFFICE Q INDUSTRIAL Q INSTITUTIONAL/GOVERNMENT 2) NAME: ADDRESS: CITY, STATE, ZIP: PHONE: I? R-1 SINGLE FAMILY R-2 DUPLEX (Two Units) q R-3 TOWNHOUSE (Three + Units) R-4 APARTMENT/CONDOMINIUM 3) NAME: ADDRESS: CITY, STATE, ZIP: PHONE: MASTER LICENSE # ( Units) ( Units) Active Expired Not recorded Staff Initiate 4) a .. e NAME: ADDRESS: CITY, STATE, ZIP: PHONE: 2- 5) [RCONNECTION TO CITY SEWER 6) CONNECTION TO CITY WATER O OTHER L? * THE GOLD COPY OF THE PERMIT WILL BE SENT DIRECTLY TO PUBLIC WORKS TO FACILITATE METER PICK-UP. * PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. SOMEONE FROM THE CITY WILL CONTACT YOU IF THERE * ARE ANY PROBLEMS. FOR ,CITY USE ONLY PERMIT ## ISSUED ?d Pd w/Bldg. Permit FEES: $ $ fd S? SEWER PERMIT (INCLUDE SURCHARGE) $ WATER PERMIT (INCLUDE SURCHARGE) $ $ WATER METER/COPPERHORN/OUTSIDE READER $ $ WATER TAP (INCLUDE CORPORATION STOP) $ $ SEWER TAP $ $ --- ACCOUNT DEPOSIT - SEWER $ $ ACCOUNT DEPOSIT - WATER $ WAC $ (? ?O D v $ SAC $ $ TRUNK WATER ASSESSMENT $ $ TRUNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRUNK SEWER $ $ LATERAL BENEFIT/TRUNK WATER l U • d0 $ $ WATER TREATMENT PLANT SURCHARGE $ $ OTHER: $ ?? y SD 0 U $ ?' CJ Z? -r TOTAL _ 7a? RECEIPT RECEIPT DOES UTILITY CONNECTION REQUIRE, EXCAVATION IN PUBLIC RIGHT OF WAY? YES IF YES, THEN A "PERMIT FOR WORK WITHIN PUBLIC NO Q ROADWAY" MUST BE ISSUED BY THE ENGINEERING DIVISION . LIST AS A CONDITION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY: ? TITLE: DATE: /? /9 7 1170) IN Oi 3830 PILOT KNOB ROAD, P.O BOX 21199 EAGAN. MINNESOTA 55121 PHONE (612) 454-8100 June 27, 1988 MR CHUCK SWANSON MN DEPT OF LABOR & INDUSTRY OSHA DIVISION 443 LAFAYETTE RD ST PAUL, MN 55101 RE: ELEVATOR REQUIREMENTS CARRIAGE GREEN APTS. GOLFVIEW DRIVE EAGAN, MN Dear Chuck: VIC ELLISON Mayor THOMAS EGAN DAVID K. GUSTAFSON PAMELA MCCREA THEODORE WACHTER Council Members THOMAS HEDGES Glym. mfrator EUGENE VAN OVERBEKE CIN Clerk The City of Eagan, Protective Inspections Department, is aware of the requirement for an elevator shaft to extend through a roof. As has been the case with other apartment buildings in Eagan, we have no objection to foregoing that requirement if certain conditions are met. The two-hour shaft, shaft vent three feet above high side of roof penetration, and safety grill on the vent are acceptable as an alternative to allow the shaft to terminate inside the building. Thank-you for notifying us of this situation. If you have any questions, please call me. Sincerely, Steve Hanson Asst. Building Official SH/js CC: Mr. John Collins James Cooperman & Assoc. 9800 Shelard Pkwy. Minneapolis, MN 55441 THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Y? kl, all Contract No.: Project No.: Submittal Date: S/ro D'R CITY OF EAGAN SEWER 6 WATER PERMIT RELEASE FORM PROJECT DESCRIPTION: ST 1nsIl2TS z Nn f}p y / 7-i6Al Substantial Completion of Sewer 6 Water Date of Occurence STEP I: PERMISSION TO HOOK UP SANITARY SEWER WATER MAIN N1A Lines Lamped and Acceptable / ? Properly Chlorinated 6 Flushed ,"A Deflection Mandrel Test Passed ? Entire System Pressure Tested I VIA Manhole Structures Properly Constructed ? Entire System Conductivity Tested (cstg. 6 cover, rings, cone, 1 ft.sections, All Valve Boxes Accessible final rim setting, 6 build and invert) , Straight 6 keyed NIA Infiltration Test / / All Valves Opened or Closed as Approp. All Hydrants Set to Proper Grade SERVICES All Wye Locations Confirmed All Curb Boxes Exposed, Set to Proper Grade S }Marked w/Fence Post COMMENTS: D K. to hook - u? -?u sewe, i 1 u44ey s¢.vy 2e a„ I's9t. -q- w a- le- yv't II: FULL USE PERMIT (OCCUPANCY) STORM SWER STREETS - Lines Lamped 6 Acceptable Material Tests Checked S Passed CB Structures Properly Constructed(cstg S (Conc. compressive strength b Air cover, rings, 1 Ft. section, invert, final Content, Bitum. Extact 5 gradation, cstg. setting 6 build, DL-DR correctly set gravel base gradation). rings 5 cstg. set in full bed of mortar) Utility Structures & Lines Clear 6 Free Aprons, Dissipators 6 Rip Rap properly install of Debris 6 Gravel (Gate Valves keyed) CO>LMENTS: RECO.-LMENDATION: I herein verify that the tests and inspections indicated above have been sucessfully completed. Any deviations or exceptions are described in my comments. With this considered I recommend that permission to hook up or permission ccupancy be granted as appropriate to the above indications. ?l,C,i/-/ Signed White - City Pink - Project File Yellow - Inspector '104c Confirmed e A ,.- (9-q" v 3 y 3 79 ? 3 NN3 I C O-n e a ?? PLUMBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 O g ?? Telephone # 651-675-5675 FAX # 651-675-5694 -1 Ir O . SCE Date/ N3 03 Site Address ?q q S dl 0 LFV t 6-,L) Del VE t rA (o;: J 5512 3 unit # Tenant Name/l ?MOR1A4 76W n eCrt-DA Former Tenant Name Property Owner XV,41011/ el 70'&)E ?i<71/Tc? Telephone # (055 g - S7 77SZ Contractor f (e-? (T_?J?? Ffi4/V Address gSC.P p J?l tU '?l/? City S71 PiQU State M I1J Zip e S / 0 tp Telephone # ((pr /) LAL{( - 's? 5- , The Applicant is - Owner 4W Contractor - Other Work Type _ New Bldg _ Add-on _ Repair Z _ PVB _ Irrigation system Jerry Wobschall to calculate fees. Required meter size is 2" turbo unles smaller size permitted b Public Works Description of Work ,f?? Z klao /d To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to nicking up meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" diViacement $156.00 Domestic Size & Type Avg GPM Includes high demand devices? - Yes _ No Flushometers - Yes - No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ ? - IL x 1% = $ Base Fee $ Meter(s) Required on all new buildings & boulevard irrigation systems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ " 5V State Surcharge If base fee is over $1,000, surcharge is $SO per $1,000 of the Base Fee _ Water Permit Following fees apply only when installing new irrigation system (?$ ?? fs F)i Contact Jerry Wobschall at 651-675-5024 for required fee amounts I D l'=1 tl II II ?Uu Treatment Plant Auel $ Water Supply & Storage $ I State Surcharge BY-- -- - -------------------------------------------------------------------------------------------------------------------- $ ,tom J? Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is }'th th roved application for a permit, and work is not to start without a permit; that the work will be in accordan a w/ app which requires a review and approval of plans. A i \ V // . that the work will be in no," permit, but only an dla d in the case of work ll?H? /12C.Qui//A?? Applicant's Printed Name 2004 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 (? ?jg 3 651-675-5675 ? ?.s-D Date Site Address 311' 75 e- E t//G t,) Li fP/ 11E- Unit # Tenant Name Former Tenant Name Property Owner 11?L 4fVb ?p M iffG 2 c> „q t ?/Z?Psu i? 5 Telephone # (65 /) 759 - 7-2 7 7 Contractor ry?6-M B S Address 554 Z/4- T ) >4' ?C-CNA?/ C r? ?- 5?E,2 i,, Jq?En/dic City s; PAJZ.- State /7 /,'4W& 5" :-n- Zip 3--Sf0 /o Telephone # ((P5!) G ?j - 5 9 .SS The Applicant is Owner Contractor Other Work Type _ New Bldg _ Add-on Repair _ RPZ _ PVB _ Irrigation system `Jerry Wobschall to calculate fees. Required meter size is 2" turbo unless smaller size permitted b Public Works Description of Work -P-610e-ACF_ 6 f-yE°zT/ 4,14 -bve- //?}7-Cif To inquire if pressure Reducing Valve is required on new service, call 651675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to nicking up meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" displacement $155.00 Domestic Size & Type Avg GPM Includes high demand devices? - Yes - No Flushometers Yes - No PRV Required _ Yes -No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ 3 O'O x 1% _ $ 3(0 Base Fee v $ Meter(s) Required on all new buildings & boulevard irrigation system $ Radio Meter Read c? If base fee is $1,000 or less, surcharge is $.50 $ S r State Surcharge If base fee is over $1,000, surcharge is $SO per $1,000 of the Base Fee Following fees apply only when installing new irrigation system $ Water Permit Contact Jerry Wobschall at 651-675-5024 for required fee amounts = Treatment Plant L Water Supply & Storage APR 13 2094 State Surcharge --------------------------------------------- ---------------------- --- - By. - ?? Total Fee 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 i of a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordant with t approv d an m the case of work which requires a review and approval of plans. M C \ JDNN 001L?.4„J Applicant's Printed Name VILMes i at re CITY USE ONLY REQUIRED INSPECTIONS: U.G. Air Test Gas Test ??LL Rough In PLANS SUBMITTED APPROVED BY: -o? 7'? Final BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • 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 PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigation syst $ 788.00 displacement sm commercial turbine" must receive maximum approval continuous 10 from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine lg irrigation syst $ 992.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement verylg res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum am commercial & continuous & lg comm bldgs 25 irrigation systems 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & continuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation S1,338.00 4" compound +300 unit bldgs & $3,749.00 syst & production F very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,407.00 6" compound +400 unit bldgs $6,124.00 very Ig comm bldgs very lg comm bldgs 15-1000 4" turbine very ?girrigation $2,384.00 syst & production lines ?.?uuucuu • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Technician Updated 8/03 CASH RECEIPT U :J CITY OF EAGAN 3830 PILOT KNOB ROAD ?i EAGAN, MINNESOTA 55122 I l1 I DATE _ U 19 _Fe p y veoY /' • ?-?7? -/ AMOUNT S / / Q D n t x' a & DOLLARS ? CASH ? CHECK ' C? 105 7S-,f FUND OBJECT AMOUNT U 37 11 d DD ? d7D (0 8 a1 rC L 5 Thank You BY No. 85253 Copy Rnk-file Copy Stuart Corporation l 300 Shepard Park Office Center 2177 Youngman Avenue Paul, (6112) 698-03i00Zesota 55116-3048 November 25, 1987 Mr. Steve Hanson Building Inspector City of Eagan 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 RE: Fees Dear Mr. Hanson: In reviewing the fees required by the City of Eagan for Carriage Green I and Carriage Green II, we have discovered the following: ?P Description CG I CG II fees f,??. 575 1 LL"04 SAC $"4wpu $ 625/pu 1 WAC 400/pu 4201pu Water Treatment Fee 156/pu 1801pu Road User's Fee 232/pu 244/nu TOTAL $1,263/pu $1,469/pu Would you review your records to insure that the appropriate fees are in order and communicate with me, in writing, the justification and legal authorization for the increase in fees. Feel free to contact me should you have any questions concerning this request. Very truly yours, STUART CORPORATION 7_?? Gerald L.?Sovell Vice President GLS:jk DEVELOP / DESIGN / BUILD / MANAGE dty of eagan 3830 PILOT KNOB ROAD. P.O. BOX 21199 BEA BLOMQUI$ I EAGAN, MINNESOTA 55121 ' Ma or PHONE (612) 454-8100 THOMAS EGAN JAMES A. SMITH VIC ELLISON THEODORE WACHTER COUM11 Members THOMAS HEDGES CityA mini Wl or EUGENE VAN OVERBEKE November 18, 1987 City Ciark ROBERT BORCHARDT STUART CORP 300 SHEPARD PARK OFFICE CENTER 2177 YOUNGMAN AVE ST. PAUL MN 55116-3048 Re: Building Permit Fees for Carriage Green II Dear Rob: The permit fees due at the time of building permit issuance will be as follows: Building Permit $ 9,828.50 State Surcharge 1,400.00 Plan Review 4,914.25 SAC ($625/unit) 63,750.00 WAC ($420/unit) 42,840.00 Road Unit ($244/unit) 24,888,00 Water Treatment ($180/unit) 18,360.00 $ 165,980.75 If you have any questions regarding these figures, please call me. Sincerely, ?j?+ C? .," Steve Hanson Assistant Building Official SH/kh THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Stuart Corporation 300 Shepard Park Office Cente, 2177 Youngman Avenue St Paul. I 12) 6980302 P5Qta 551t63048 Woo 6 December 23, 1987 Mr. Cliff Thompson Westinghouse Elevator Company 3501 South Highway 100 St. Louis Park, MN 55426 Dear Cliff: Confirming our earlier conversatons, enclosed is a copy of the approved jackhole sketch prepared by you. The west elevator shaft wall will be built of 3J inch studs and 4 layers of 5/8 inch sheetrock, for an overall thickness of 6 inches. Plan your hoistway entrance frames accordingly. The above noted wall assembly has been apprcved by the city of Eagan Building Department, the Architects of Record, and Elevator Inspector Chuck Sullivan. Very truly yours, STUART CORPORATION Robert P. Borchardt Projec_ Manager cc: John Collins, James M. Cooperman & Associates ,-Steve Hanson,- City--of Eagan Chuck Sullivan, State Elevator Inspections Tom Moynihan, Project Superintendent RPB: ww I- ENCL. DEVELOP ; DESIGN / BUILD ' MANAGE L d /. / ?j? ,?.?,, '7 1 MEMO TO: TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPARTMENT ) BILL AKINS, ELECTRICAL INSPECTOR CRAIG KNUDSEN, ENGINEERING TECH FROM: DOUG REID, BUILDING INSPECTIONS DEPT DATE: 0 - oZ -s- S-/ The Protective Inspections Department will be performing a final inspection for occupancy of on c I k Plea a return within 48 hours with your approval or denial. Failure of response within that time frame will be determined as approval. It will be each departments responsibility to contact the construction firm with necessary requirements before final inspection and notifying the Building Inspections Department when all requirements have been taken care of. Thank-you. DR/Ss APPROVAL: 4h4l ( IGNN?ATURE & AT ) DENIAL: (SIGNATURE & DATE) ------- - - ------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R CARRIAGE GREEN APTS. II March 23, 1999 Code Description M N O P Submitted by: MSEN FIRE PROTECTION INC. DESIGN SPECIFICATIONS Density: 0.10 Design area: 1500.00 10960 ST. HWY. 152 WATER SUPPLY 90.00 psi at 0.00 qpm 77.00 psi at 5210.00 gpm List of Fitting Abbreviations Code Description Code Description Code Description A Alarm Va E Elbow I B Butt'fly V F Deluge Va J C Check Va 6 Bate Va K D DryPipeVa H L LongTurnEl Example: Fitting abbreviation of 'T2EC' Beans: One Tee MAPLE GROVE MN. 55369 424-3111 SYSTEM DEMAND FOR MINIMUM DENSITY 65.60 psi at 399.17 gpm O 14.37 psi Safety Factor) Code Description Code Description a U R V covc tee S W cpvc r-tee T Tee X cpvc 90 , two Elbow , and one Check Va Calculated by: Jh -------------- Checked by:----------------------- ___ __ F'age 1 Ser:t5OA421 Copyright 1984,d.Cr ie:,Cnx.zr Jes:pr, Grwp.i.-c. -7' 2z ?:ke,King of Prussia,PA 19406 )215)337-7060 Hydraulic Calculations for CARRIAGE GREEN APTS. II Jcc Sc: Date:Marca 3, i 5 Submitted bv': OLSEN FIRE PROTECTION INC. 11j960 ST. HWY. 152 MAPLE GROVE MN. Summary of sprinkler and hose flows Required flow and oressure is based an sprinkler k-factor, area covered, and minimum nozzle pressure for a design density of .1 Supplied flow and pressure is based on 65.60 psi available at supply ( 79.98 p si is actually available ) Ref. K Required Supplied Excess Flow Required Supplied Pressure Excess Pressure Ref. Pt. Factor Flow Flow Percent age Pressure PT PV PN Percentage Pt. A 5.60 14.82 16.29 9.9 X 7.00 8.46 0.00 8.46 20.86 % A 8 5.60 14.82 16.33 10.2 X 7.00 8.51 0.00 8.51 21.51 X B C 5.60 14.82 16.49 11.3 X 7.00 8.67 0.00 8.67 23.83 X C D 5.60 14.82 16.81 13.5 X 7.00 9.01 0.00 9.01 28.77 X D E 5.60 14.82 17.36 17.2 % 7.00 9.61 0.00 9.b1 37.30 X E 56 0.00 100.00 100.00 0.0 X 4.00 65.60 0.00 65.60 1540.07 X 56 FI 5.60 14.82 18.90 27.5 X 7.00 11.39 0.00 11.39 62.66 X F1 1 5.60 14.82 15.23 2.8 X 7.00 7.40 0.00 7.40 5.71 X I d 5.60 14.82 15.53 4.8 X 7.00 7.69 0.00 7.69 9.90 X J K 5.60 14.82 16.04 8.2 X 7.00 8.20 0.00 8.20 17.16 % K L 5.60 14.82 16.79 13.3 % 7.00 8.99 0.00 8199 28.39 X L M 5.60 14.82 17.82 20.2 X 7.00 10.12 0.00 10.12 44.60 X M PI 5.60 14.82 25.47 71.9 X 7.00 20.69 0.00 20.69 195.54 % PI 01 5.60 14.82 25.25 70.4 X 7.00 20.33 0.00 20.33 190.40 % 01 NI 5.60 14.82 25.19 70.0 % 7.00 20.23 0.00 20.23 188.97 X N1 HI 5.60 14.82 14.86 0.3 X 7.00 7.04 0.00 7.04 0.53 X HI GI 5.60 14.82 14.82 0.0 X 7.00 7.00 0.00 7.00 -0.01 X GI Calculated by:_ih --------- -____Checked by:---------- _---_---- _ _ _ _ _ --=aqe 2 Ser:t502842t Copyright 1984,J.Crowiev,Crowley Design Group,Inc.,731 DeKalb Pike,King of Prussia,PA i='1 6 c2i`)33' 7CG} Hydraulic Caicui:ions for CARRIAGE GREEN APTS. Ii Job No: C=te: 'arch --3, ::SB Submitted t,;: OLSEN FIRE PROTECTION INC. iisa0 ST. HWY. 152 YvF LE .°.2b . M. 55'a" + - ... . --------------- Path No. ------------------- 1 Remote to ----------------- supply ---------------- --------- ------- ----- -------- ------------- --------- Feeds Path No. 2 at Point F Feeds Path No. 3 at Point 31A Feeds Path No. 4 at Point 30 Ref Elev. Pres sure (psi) K Flow (gpe) Veloc Diam. Actual Fitting Fitting Total Fn c t.Loss Elev.Lss Next Ref Pt. it. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length oer.f t Total Psi (ft.) Fress-s Pt. ----------------- ------------- ------- ----- --------- ---------- ---- - --- (C= 150 i A 19.00 8.46 8.46 5.60 16.29 16.29 2.59 1.602 6.00 6.00 .107 0.04 d. i B B 19.00 8.51 8.51 5.60 16.33 32.62 5.18 1.602 6.00 6.00 .027 0.16 8.67 C C 19.00 8.67 8.67 5.60 16.49 49.11 7.80 1.602 6.00 6.00 .058 0.35 9.01 D D 19.00 9.01 9.01 5.60 16.81 65.92 10.46 1.602 6.00 6.00 .100 0.60 9.61 E E 19.00 9.61 9.61 5.60 17.36 83.28 13.22 1.602 6.50 X 5.90 12.40 .153 1.90 11.51 F F 19.00 11.51 11.51 18.90 102.18 16.22 1.602 1.00 V 11.80 12.60 .224 2.87 14.38 F22 F22 19.00 14.38 14.38 102.18 16.22 1.602 3.00 XV 17.70 20.70 .224 4.63 19.01 22 22 19.00 19.01 19.01 102.18 16.22 1.602 20.00 2V 23.60 43.60 .224 9.76 8.25( 19.00) ;7.02 32 (C= 120 ) 32 37.02 37.02 102.18 8.97 2.154 18.00 T 12.22 30.22 .080 2.42 39.44 30 30 39.44 39.44 75.91 178.09 15.64 2.154 5.50 E 6.11 11.61 .224 2.60 42.03 31A 31A 42.03 42.03 111.08 269.17 25.39 2.154 7.00 ETB 25.67 32.67 .548 17.91 59.94 40 40 59.94 59.94 289.17 6.49 4.260 7.00 T 26.33 33.33 .020 0.66 60.60 53 53 60.60 60.60 289.17 6.49 4.260 112.00 E 13.17 1 25.17 .020 2.48 63.08 54 54 63.08 63.08 289.17 6.49 4.260 14.00 2ET26C 86.90 1 00.90 .020 2.00 65.07 55 (C= 140 ) 55 65.07 65.07 289.17 3.12 6.140 125.00 2ETG 86.13 211.13 .003 0.53 65.60 56 56 65.60 65.60 100.00 389.17 4.21 6.140 0.01 0.01 .004 65.60 57 57 65.60 AA MA Path K-factor = 48.05 Path No. 2 Grid Line to A Main (Fed by Path No. 1 ) Ref Elev. Pressure (psi) K Flow (gpm) Vela Diam. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C= 150 1 F1 19.00 11.39 11.39 5.60 18.90 18.90 3.00 1.602 1.00 V 11.60 12.80 .010 0.13 11.51 F F 19.00 11.51 Path K-factor = 5.57 Path No. 3 Grid Line to A Main (Fed by Path No. 1 ) Feeds Path No. 8 at Point H Feeds Path No. 9 at Point 6 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Dian. Actual Fitting Fitting Total Fri ct.Loss Elev.Loss Next Ref Pt. it. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. - - Y^- - --- (C= 150 ) 6 19.00 7.08 7.08 14.62 2.35 1.602 6.00 6.00 .006 0.04 7.12 H H 19.00 7.12 7.12 14.86 29.67 4.71 1.602 6.50 X 5.90 12.40 .023 0.28 7.40 I Calculated by:_lh _ Checked by: --------------------- ------------ - Paoe Ser:t5028424 Coovri?ht 1984, J. Crowley, Crowlev Design Brouo,lnc.,731 DeKalb Pike.ki^q ?14 'r a:ia,?A 9406 1.t5}'?7-'ObI -raulic Calculations ic, -=-- "_ ' iI Job No: Date:March 1988 ubm-,tted b}: CLSEN FTnC ?? C:=-- 114C. 1u9nu ST. ,fWy. 152 MAPL.E GROVE MN. 55369 424-311 1 Path No. : Grid Line to A Main (Continued from oren ous oaoe: fFed by Path No. I f Feeds Path No. 8 at Point H Feeds Path No. 9 at Point G Ref Elev. Pressure (osl} k Flow fopm) VeIoc Diam. Actual Fitting Fitting Total Fric t.Loss Elev.Loss Next Ref Pt. it. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. _==----------' I 19.00 7.40 ------- 7.40 ------ 5.60 ------ 15.23 ---- 44.91 --------- 7.13 1.602 ---- ---------- 6.00 -------- ----- 6.00 ------ 049 -------------- 0.29 7.69 3 J 19.00 7.69 7.69 5.60 15.53 60.44 9.59 1.602 6.00 6.00 .065 0.51 8.20 K K 19.00 8.20 IN 5.60 16.04 76.48 12.14 1.602 6.00 6.00 .131 0.79 8.99 L L 19,00 8.99 8.99 5.60 16.79 93.27 14.81 1.602 6.00 6.00 .189 1.13 10.12 M M 19.00 10.12 10.12 5.60 17.82 111.08 17.63 1.602 1.00 V 11.90 12.80 .261 3.34 13.47 M21 1421 19.00 13.47 13.47 111.08 17.63 1.602 3.50 W 23.60 27.10 .261 7.08 20.55 21 21 19.00 20.55 20.55 111.08 17.63 1.602 20.00 VX 17.70 37.70 .261 9.85 8.25( 19.00) 38.64 31 (C= 120 ) 31 38.64 38.64 111.08 15.90 1.687 1.00 T 10.04 11.04 .307 3.39 42,03 31A 31A 42.03 `^^^'" Path K-factor = 17.13 Path No. 4 C Main to Riser Jct (Fed by Path No. 1 ) Feeds Path No. 5 at Point P Feeds Path No. 6 at Point 0 Feeds Path No. 7 at Point N Ref Elev. Pressure (psi) K Flow fgpm) Veloc Diam. Actual Fitting Fitting Total Frict. Loss EIev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. --------- --- ------- -- --- ---- -- ---- - -- (C= 150 ) N 19.00 20.44 20.44 25.19 4.00 1.602 6.00 6.00 .017 0.10 20.54 0 0 19.00 20.54 20.54 25.25 50.44 8.01 1.602 6.00 6.00 .061 0.36 20.91 P P 19.00 20.91 20.91 25.47 75.91 12.05 1.602 3.00 V 11.80 14.80 .129 1.91 22.82 P20 P20 19.00 22.82 22.82 75.91 12.05 1.602 3.50 W 23.60 27.10 .129 3.50 26.32 20 20 19.00 26.32 26.32 75.91 12.05 1.602 20.00 VX 17.70 37.70 .129 4.87 8.25( 19.00) 39.44 30 30 39.44 ^^^ Path K-factor = 12.09 -------- ------- - ---- --- -- Path No. 5 Grid Line to A Main (Fed by Path No. 4 ) Ref Elev. Pressure (psi) K Flom (gpm) Vela Dias. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. it. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C= 150 ) P1 19.00 20.69 20.69 5.60 25.47 25.47 4.04 1.602 1.00 V 11.80 12.80 .017 0.22 20.91 P P 19.00 20.91 ^'`^^^^ Path K-factor = 5.57 Calculated by: ]h - ------------ Checked by:_____ - --- ----------------- -------------------Page 4 - Cer:*5028421 4yright 1984,J.Crow! ey,Crowlev Design Group,Inc.,731 DeKalb Pike.F:ng of Prussia,PA 19406 t215)337-7060 ivHrauiic Calculations >or C..n;F HIE -nEE+ H?T5, ii don \o: L'or'e:"??-- .=35 .ubmitted by: OLSEN FTRE 1 MAF'i c` a=.J'eE 369 424-Ill Path'No. 6 Grid Line to A Main tFed by Path No. 4 ) Ref Elev. Pressure (psi, K Flaw (opa) Veloc Dram. Actual Fitting Fitting Total Frict.Loss E1ev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. 1enoth Summary Length Length oer.ft Total Psi (ft.) Press Pt. (C= 150 ) 01 19.00 20.33 20.33 5.60 25.25 25.25 4.01 1.602 1.00 V 11.80 12.80 .017 0. 20.54 0 0 19.00 20.54 AAAhA Path K-factor = 5.57 ----------------------------------------- ------ Path No. 7 Grid Line to A Main (Fed by Path No. 4 ) Ref Elev. Pressure (psi) K Flow (apm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C= 150 ) Ni 19.00 20.23 20.23 5.60 ^25.19 25.19 4.00 1.602 1.00 V 11.80 12.80 .017 0.21 20.44 N N 19.00 20.44 --AAA AAAAA Path K-factor = 5.57 --------------------------- Path No. 13 Grid Line to A Main (Fed by Path No. 3 ) Ref Eley. Pressure (psi) K Flow (qps) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. ft. Pt Py Ph Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C= 150 ) HI 19.00 7.04 7.04 5.60 14.86 14.86 2.36 1.602 1.00 V 11.80 12.80 .006 0.08 7.12 H H 19.00 7.12 ARAM Path K-factor = 5.57 Path No. 9 Grid Line to A Main (Fed by Path No. 3 ) Ref Elev. Pressure (psi) x Flow (qpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev.Lcss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. --- --------- ------ (C= 150 ) 61 19.00 7.00 7.00 5.60 14.82 14.82 2.35 1.602 1.00 V 11.80 12.80 .006 0.08 7.08 6 6 19.00 7.08 A' AAA ARAM Path K-factor = 5.57 Calculated by: ih _ - --pecked by: ----------------- - - ----------- Page 5 8er:t502842t Copyright l`,84.i.C ,wley,Crci?;ey Design Group.inc.,731 De" lb Pike,King of Prussia,PA 19406 1215)337-7060 N. Caic i=t: ens C Job No; Date:March 2-, S eE bu_ '__.: •:: ?_cE^+ Flr?•--??:?, 104 o ET. HWY. 152 MW` E 8804' MN. -__eG 424-3111 Summary of flows tnrou,ah pip,.ng t Ref Flow Ref Actual Fittings Fitting Total Diameter C Friction Loss Velocity Pt. Pt. Length .......... Length Length Factor Unit Total 20 M 75.907 <<< 30 20,00 VX 17.70 37.70 1.602 150 0.129 4.870 12.05 20 >>> 75.907 >>> P20 3.50 VV 23.60 27.10 1.602 150 0.129 3.500 12.05 21 «< 111.082 <<< 31 20.00 VX 17.70 37.70 1.602 150 0.261 9.850 17.63 21 W 111.082 >>> M21 3.50 VV 23.60 27.10 1.602 150 0.261 7.080 17.63 22 <\< 102.179 (« 32 20.00 2V 23.60 43.60 1.602 150 0.224 9.760 16.22 22 >>> 102.179 >>> F22 3.00 XV 17.70 20.70 1.602 15u 0.224 4.634 16.22 30 <<< 178.086 <<< 31A 5.50 E 6.11 11.61 2.154 120 0.224 2.596 15.64 30 W 102.179 M 32 18.00 T 12.22 30.22 2.154 120 0.080 2.418 8.97 31 <<< 111.082 «< 31A 1.00 T 10.04 11.04 1.687 120 0.307 3.390 15.90 31A <<< 219.168 <<< 40 7.00 ETD 25.67 32.67 2.154 120 0.548 17.907 25.39 40 «< 289.168 <<< 53 7.00 T 26.33 33.33 4.260 120 0.020 0.660 6.49 53 W 289.168 <<< 54 112.00 E 13.17 125.17 4.260 120 0.020 2.478 6.49 54 i« 289.168 <<< 55 14.00 2ET26C 86.90 100.90 4.260 120 0.020 1.997 6.49 55 <<< 289.168 <<< 56 125.00 2ET8 86.13 211.13 6.140 140 0.003 0.530 3.12 56 <<< 389.168 «( 57 0.01 -0.00 0.01 6.140 140 0.004 0.000 4.21 A W 16.289 <<< B 6.00 0.00 6.00 1.602 150 0.007 0.045 2.59 B <<< 32.621 <<< C 6.00 0.00 6.00 1.602 150 0.027 0.162 5.18 C <<< 49.108 W D 6.00 0.00 6.00 1.602 150 0.058 0.346 7.80 D <<< 65.921 <<< E 6.00 0.00 6.00 1.602 150 0.100 0.597 10.46 E <<< 83.282 W F 6.50 X 5.90 12.40 1.602 150 0.153 1.901 13.22 F ») 18.897 »> F1 1.00 V 11.80 12.80 1.602 150 0.010 0.126 3.00 F <<< 102.179 <<< F22 1.00 V 11.80 12.80 1.602 150 0.224 2.865 16.22 F22 >>> 0.000 »> 8 5.00 V 11.80 16.80 1.602 150 01000 0.000 0.00 8 >>> 14.817 >>> 61 1100 V 11.80 12.80 1.602 150 0.006 0.080 2.35 6 <<< 14.817 <<< H 6.00 0.00 6.00 1.602 ' 150 0.006 0.038 2.35 H >>> 14.857 >>> HI 1.00 V 11.80 12.80 1.602 150 0.006 0.081 2.36 H <<< 29.674 <<< I 6.50 X 5.90 12.40 1.602 150 0.023 0.282 4.71 I <<< 44.908 <<< J 6.00 0.00 6.00 1.602 150 0.049 0.293 7.13 J <<< 60.440 <<< K 6.00 0100 6.00 1.602 150 0.085 0.508 9.59 K <<< 76.477 <<< L 6.00 0.00 6.00 1.602 150 0.131 0.786 12.14 L <<< 93.265 <<< M 6.00 0.00 6.00 1.602 150 0.189 1.134 14.81 M «< 111.082 <<< M21 1.00 V 11.80 12.80 1.602 150 0.261 3.344 17.63 M21 M 0.000 >>> N 6.00 0.00 6.00 1.602 150 0.000 0.000 0.00 N >>> 25.187 »> N1 1.00 V 11.80 12.80 1.602 150 0.017 0.215 4.00 N <<< 25.187 M 0 6.00 0.00 6.00 1.602 150 0.017 0.101 4.00 0 W 25.249 >>> 01 1.00 V 11.80 12.80 1.602 150 0.017 0.216 4.01 0 <<< 50.435 <<< P 6.00 0.00 6.00 1.602 150 0.061 0.364 8.01 P M 25.471 >>> PI 1.00 V 11.80 12.80 1.602 150 0.017 0.219 4.04 P «< 75.907 «< P20 3.00 V 11.80 14.80 1.602 150 0.129 1.912 12.05 Calculate" b;: -1h ______________ Checked by:-------- ------ -_ Page 6 ----------- ------ ------ - - - - 5e•:t5^,H4a Cwvn ant :9a4,J.Crow1er,Frcwieo Design 8r-oup,lnc.,771 DeKdl" Pike,King of Prussia,PA 19406 (215)337-7060 O F H Y D R A U L I C C A L C U L A T I O N S F O R CARRIAGE GREEN APTS. II March 23, 1988 fQl? - DLO D ?- Submitted by: OLSEN FIRE PROTECTION INC. 10960 ST. HWY. 152 MAPLE GROVE MN. 55369 424-3111 DESIGN SPECIFICATIONS Density: 0.10 Design area: 1950.00 WATER SUPPLY 80.00 psi at O.uO gpm 77.00 psi at 5210.00 gpa SYSTEM DEMAND FOR MINIMNI DENSITY 74.88 psi at 445.80 gpa I 5.09 psi Safety Factor) List of Fitting Abbreviations Cade Description Code Description Code Description Code Description Cade Description Code Description A Alarm Va E Elbow I M D U G Butt'fly V F Deluge Va d N R V cpvc tee C Check Va 6 Gate Va K D S N cpvc r-tee D DryPipeVa H L LongiurnEl P T Tee x cpvc 90 Example: Fitt:no abbreviation of 'T2EC' means: One Tee , two Elbow , and one Check Va ----------------lec ?,Ked by:_-------------------------------- ----Page 1 _?stgn Group,Inc.,731 DeKalb r'i e.r.ina 0* 'rressia,PA 19406 (2151337-7060 Hydraulic Ca!c_'.-,a::ca, +or CARRIAGE GREEN APTS. If Job No: Date:March 23, 1988 Submitted bv: CUEN FIRE PROTECTION INC. 10960 ST. HWY. 152 MAPLE GROVE MN. 55'.69 424-3111 Summary of sorinkler and hose flows Recurred flow and oressure is based on sprinkler k-factor, area covered, and minimum nozzie pressure for a design density of .1 Supplied flow and pressure is oased on ,74.88 Dsi available at supply 1 79.97 ozi is actually available ) Ref. K Required Supplied Excess Flow Required Supplied Pressure Excess Pressure Ref. Pt. Factor Flow Flow Percentage Pressure PT PV PN Percentage Pt. 0 5.60 ---14.82 -14.83 0.1 X 7.00 7.02 0.00 7.02 0.23 X A3 B3 5.60 14.82 14.97 1.0 % 7.00 7.15 0.00 7.15 2.08 X 83 D3 5.60 14.82 15.85 6.9 % 7.00 8.01 0.00 8.01 14.37 X D3 56 0.00 100.00 100.00 0.0 X 4.00 74.88 0.00 74.88 1771.97 X 56 C3 5.60 14.82 14.82 -0.0 % 7.00 7.00 0.00 7.00 0.00 % C3 A4 5.60 14.82 19.17 29.4 % 7.00 11.71 0.00 11.71 67.34 X A4 94 5.60 14.82 19.33 30.5 % 7.00 11.92 0.00 11.92 70.30 % B4 C4 5.60 14.82 19.94 34.6 % 7.00 12.68 0.00 12.68 81.08 X C4 D4 5.60 14.82 21,18 43.0 X 7.00 14.31 0.00 14.31 104.40 % D4 AB 5.60 14.82 15.92 7.4 X 7.00 8.09 0.00 8.08 15.44 X AB C9 5.60 14.82 16.34 10.3 X 7.00 8.51 0.00 8.51 21.57 % C8 A6 5.60 14.82 16.48 11.2 % 7.00 8.66 0.00 8.66 23.73 X A6 B6 5.60 14.82 16.74 13.0 % 7.00 8.94 0.00 8.94 27.65 % B6 C6 5.60 14.82 17.27 16.6 % 7.06 9.51 0.00 9.51 35.86 % C6 A7 5.60 14,82 17.25 16.4 X 7.00 9.49 0.00 9.49 35.52 % A7 B7 5.60 14.82 17.40 17.5 %. 7.00 9.66 0.00 9.66 37.96 % B7 C7 5.60 14.82 17.95 21.2 % 7.00 10.28 0.00 10.28 46.63 % C7 07 5.60 14.82 19,09 28.9 % 7.00 11.62 0.00 11.62 66.04 % D7 BB 5.60 14.82 15.65 5.6 % 7.00 7.80 0.00 7.80 11.48 % B8 D6 5.60 14.82 17,75 19.8 X 7.00 10.04 0.00 10.04 43.42 X D6 E6 5.60 14.82 17.88 20.7 X 7.00 10.19 0.00 10.19 45.56 X E6 Calculated by: - in ----------Checked by:--------------------------------------------------Page 2 Ser:45028428 Copyright 1984,J.Crawl ey,Crowley Design Group,lnc.,7,i :'a^aib P:ve,kinq of 19406 12151337-7-,8i? HydrauIrc Sa!cuiations r,r :FIrCE ISRED4 :;STS. Job No: .r. -IL 1958 Submitted bv: C:,.SEN =1Pc c''hGTECTICN P4C. -WY. 152 YIIAK C MN. 55,69 424-7111 ------------------------------------------------------ Path No. 1 Remote to supply Feeds Path No. 4 at Point BC Feeds Path No. 5 at Point 4 Feeds Path No. 9 at Point 5 Ref Elev. Pressure (osi) K Flow L;pm) Valor Dram. Actual Fitting Fitting Total Fr:ct.Loss Elev.Loss Next Ref Pt. it. Pt Pv F'n Factor Added Total fos in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. --- -------- --------- --- ------ ------ ----- ----- -------------- ----- ------- ----- C= - ---- 100 I ----------- - A3 30.00 7.02 7.02 5.o0 14.83 14.83 2.87 1.452 6.00 6.00 ,722 0.13 7.15 B3 83 30.00 7.15 7.15 5.60 14.97 29.80 5.76 1.452 1.50 1.50 .078 0.12 7.26 BC BC 30.00 7.26 7.26 14.82 44.62 8.62 1.452 4.50 4.50 .165 0.74 8.01 D3 D3 30.00 8.01 8.01 5.60 15.85 60.46 11.68 1.452 70.00 2ET 10.97 40.97 .290 11.87 19.08 3 3 30.00 19.88 19.88 60.46 5.31 2.154 2.00 2.00 .042 0.08 19.96 4 4 30.00 19.96 19.96 79.62 140.08 12.30 2.154 9.00 T 8.72 17.72 .201 3.56 23.53 5 5 30.00 23.53 23.53 205.72 345.80 21.15 2.581 10.0 2E 10.63 20.63 .443 9.14 32.67 50 (C= 120 ) 50 30.00 32.67 32.67 345.80 21.15 2.581 6.00 2EG 16.14 22.14 .316 7.00 2.17( 5.00) 41.84 51 51 25.00 41.84 41.84 345.80 21.15 2.581 27..00 ET 22.34 45.34 .316 14.34 10.85( 25.00) 67.03 52 52 67.03 67.03 345.80 7.76 4.260 32.00 32.00 .028 0.88 67.91 53 53 67.91 67.91 345.80 7.76 4.260 112:00 E 13.17 125.17 .028 3.45 71.36 54 54 71.36 71.36 345.80 7.76 4.260 14.00 2ET2GC 86.90 100.90 .028 178 74.14 55 (C= 140 ) 55 74.14 74.14 345.80 3.74 6.140 125.00 2ET8 86.13 211.13 .003 0.74 74.88 56 56 74.88 74.88 100.00 445.80 4.82 6.140 0.01 0.01 .006 74.88 57 57 74.88 ^ IA Path K-factor = 51.52 -- ----------------------------------------- Path No. 4 C Main to Riser Jct (Fed by Path No. 1 ) Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. - (C= 100 ) C3 30.00 7.00 7.00 5.60 14.82 14.82 2.86 1.452 4.00 ET 8.23 12.23 .021 0.26 7.26 BC BC 30.00 7.26 A-.AAAA - _ zY_ AMM1 Path K-factor = 5.50 Path No. -5 Grid Line to A Main tFed by Path No. 1 ) Ref Elev. Pressure (osi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict. Loss Elev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Sammy Length Length per.ft Total Psi (ft.) Press Pt. (C= 100 ) A4 30.00 11.71 11.71 5.60 19.17 19.17 3.70 1.452 6.00 6.00 .035 0.21 11.92 B4 84 30.00 11.92 11.92 5.60 19.33 38.50 7.44 1.452 6.00 6.00 .126 0.75 12.68 C4 C4 30.00 12.66 12.68 5.60 19.94 58.44 11.29 1.452 6.00 6.00 .272 1.63 14.31 D4 D4 30.00 14.31 14.31 5.60 21.18 79.62 15.39 1.452 3.50 ET 8.23 11.7' .482 5.66 19.% 4 4 30.00 19.96 AAA„.A_ AAMA Path K'-factor = 17.K. Calculated nv: .r. _ _ c_c-ed _ _ ------------ Page 3 ------- - ----- - Sent 14892! .,- ._ c ='I1._ Nr Ala::-s: _^ _• _.:nr.,731 DeKalb Pike,King of Frtucsia.PA 19V)6 (215)337-7060 Hydraulic Calculations for CARRIAGE GREEN APTS. Ii Job No: Cite:'"arcn '. :9h3 5lbmitted by: OLSEN FIRE PROTECTION INC. 109b0 ST. HWY. 152, "' LE SFGVE IN. :°3bq ?? :l u --------- - ---- Path No. --- --- 9 Grid Line --- to - A Main (Fed by Path No. 1 ) Feeds Path No. 6 at Point 6 Feeds Path No. 8 at Point 7 Feeds Path No. 10 at Point AB Ref Elev. Pres sure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Fric t,Lass Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length ger.tt Total F;: (ft.) Preis "rt. ----------- ------- -------- ----- ------ -------------- --------- - (C= 100 ; AB 30.00 8.08 8.08 5.60 15.92 15.92 3.08 1.452 1.50 1.50 .025 0.04 8.12 AB AB 30.00 8.12 8.12 15.65 31.56 6.10 1.452 4.50 4.50 .087 0.39 8.51 C8 C8 30.00 8.51 8.51 5.60 16.34 47.90 9.26 1.452 30.00 2ET 10.97 40.97 .188 7.72 16.23 8 8 30.00 16.23 16.23 47.90 4.21 2.154 2.00 2.00 .028 0.06 16.28 7 7 30.00 16.28 16.28 71.70 119,60 10.50 2.154 9.50 9.50 .150 1.42 17.71 6 6 30.00 17.71 17.71 86.12 205.72 18.06 2.154 5.50 T 8.72 14.22 .409 5.82 23.53 5 5 30.00 23.53 ^^ Path K-factor = 42.41 Path No. 6 Grid Line to A Main (Fed by Path No. 9 ) Feeds Path No. 7 at Point CE Ref Elev. Pressure (psi) K Flow (gpm) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. it. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C= 100 ) Ab 30.00 8.66 8.66 5.60 16.48 16.48 3.18 1.452 5.00 2E 5.49 10.49 .026 0.27 8.94 B6 86 30.00 8.94 8.94 5.60 16,74 35.22 6.42 1.452 6.00 6.00 .096 0.57 9.51 C6 C6 30.00 9.51 9.51 5.60 17.27 50.49 9.76 1.452 2.50 T 5.49 7.99 .208 1.66 11.17 CE CE 30.00 11.17 11.17 35.62 86.12 16.64 1.452 3.50 ET 8.23 i1.73 .558 6.54 17.71 6 6 30.00 17.71 Path K-factor = 20.46 Path No. 8 Grid Line to A Main (Fed by Path No. 9 ) Ref Elev. Pressure (psi) K Flaw (gpm) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi tft.) Press Pt. (C= 100 ) A7 30.00 9.49 9.49 5.60 17.25 17.25 3.33 1.452 6.00 6.00 .028 0.17 9.66 B7 87 30.00 9.66 9.66 5.60 17.40 34.66 6.70 1.452 6.00 6.00 .103 0.62 10.28 C7 C7 30.00 10.28 10.28 5.60 17.95 52.61 10.17 1.452 6.00 6.ixi .224 1.34 11.62 D7 D7 30.00 11.62 11.62 5.60 19.09 71.70 13.86 1.452 3.50 ET 8.23 11.73 .397 4.66 16.28 7 7 30.00 16.28 Path K-factor = 17.77 a Calculated by: _t Chsc ed bv: ",,e ---- --------__ ' ------------------------_-----------_ ---- _ = sai .- 19»Oe ._l is l3? rFc: Ser:4502842i Ccp,r-ir.t 1984,J.Cr0wIey,Crcwiev '-_-sign Group,Inc. ,731 De"Ib Pi,?.e.-- -•.arauii;= Calculations for Cr 5:••_= _FEEti mPTS. II Job No: Date:March 23, 1988 5-ibmitted by: OJSEN FIRE PROTEFTi '4 10960 ST. HWY. 152 MAKE GROVE MN. 55369 424-3111 ------------------------------------------------------------- ------------------------------------------------------------ Path No. 10 Grid Line to A Main iced by Path No. 9 ) Ref Elev. Pressure (psi) K Flow (gpm) Veloc Dian. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length oer.ft Total Psi (ft.) Press Pt. ----------------------------------------------------- -------------- -- (C= 100 1 88 30.00 7.80 7.80 5.60 15.65 15.65 3.02 1.452 5.00 ET 8.23 13.23 .024 0.31 8.12 AB AB 30.00 8.12 Path K-factor = 5.49 Path No. 7 Grid Line to A Main (Fed by Path No. 6 ) Ref Elev. Pressure (psi) K Pt. ft. Pt Pv Ph Factor D6 30.00 10.04 10.04 5.60 E6 30.00 10.19 10.19 5.60 CE 30.00 11.17 Path K-factor = 10.66 Flow (o_pm) Veloc Dian. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. - - ----------- ------------------------- (C= 100 ) 17.75 17.75 3.43 1.452 5.00 5.00 .030 0.15 10.19 E6 17.88 35.62 6.88 1.452 3.50 T 5.49 8.99 .109 0.98 11.17 CE A A .3:culated by: 1h -------------- Checked by: _ --------------- _ _ -rage 5 .2,:17028421 Copyright 1984, J. Crowley, Crow! ey ='-sign Group,Inc.,731 DeKalb Pike, nq of Pru5sia,PA 19406 (21517:7-7060 Hvd-aulic Caiculations for C.+R?:-i:c SnEE+! H;TS. ii I JJp No: Ddte:MarC'; .-.8 Suom itted by: OLSEN FIRE P'ROTcCTiCw iHC. i4n n ?• 12 MAPLE GROVE 55,69 424-3111 Summary of flows through pi ping Ref Flow Ref dual Fittings Fitting Total Diameter C Friction Loss Velocity Pt. Pt. Length .......... Length Length Factor Unit Total 3 «< 60.461 «< 4 2.00 0.00 2.00 2.154 100 0.042 0.065 5.31 3 >>> 60.461 >>> D3 30.00 2ET 10.97 40.97 1.452 100 0.290 11.873 11.68 4 M 140.082 <<< 5 9.00 T 8.72 17.72 2.154 100 0.201 3.561 12.30 4 >>> 79.621 »> D4 3.50 ET 8.23 11.73 1.452 100 0.482 5.656 15.39 5 <<< 345.800 W 50 10.00 2E 10.63 20.63 2.581 100 0.443 9.142 21.15 5 >>> 205.718 >>> 6 5.50 T 8.72 14.22 2.154 100 0.409 5.818 18.06 50 <<< 345.800 W 51 6.00 2EG 16.14 22.14 2.581 120 0.316 7.001 21.15 51 <<< 345.800 <<< 52 23.00 ET 22.34 45.34 2.581 120 0.316 14.340 21.15 52 «< 345.800 <<< 53 32.00 0.00 32.00 4.260 120 0.028 0.882 7.76 53 <<< 345.800 <<< 54 112.00 E 13.17 125.17 4.260 120 0.028 3.449 7.76 54 M 345.800 <<< 55 14.00 2ET26C 86.90 100.90 4.260 120 0.028 2.781 7.76 55 <<< 345.800 <<< 56 125.00 2ET6 86.13 211.13 6.140 140 0.003 0.738 3.74 56 «< 445.800 <<< 57 0.01 -0.00 0M 6.140 140 0.006 0.000 4.82 6 >>> 119.603 >>> 7 9.50 0.00 9.50 2.154 100 0.150 1.425 10.50 6 >>> 86.115 >>> CE 3.50 ET 6.23 11.73 1.452 100 0.558 6.539 16.64 7 >>> 47.900 >>> 8 2.00 0.00 2.00 2.154 100 0.028 0.055 4.21 7 >>> 71.703 >>> 07 3.50 ET 8.23 11.73 1.452 100 0.397 4.660 13.86 8 ») 47.900 >>> C8 30.00 2ET 10.97 40.97 1.452 100 0.188 7.717 9.26 A3 <<< 14.832 <<< H 6.00 0.00 6.00 1.452 100 0.022 0.129 2.87 A4 <<< 19.166 <<< 84 6.00 0.00 6.00 1.452 100 0.035 0.208 3.70 A6 <<< 16.482 <<< 86 5.00 2E 5.49 10.49 1.452 100 0.026 0.274 3.18 A7 <<< 17.251 <<< B7 6.00 0.00 6.00 1.452 100 0.028 0.171 3.33 AS <<< 15.919 <<< AB 1.50 0.00 1.50 1.452 100 0.025 0.037 3.08 AB >>> 15.646 >>> 88 5.00 ET 8.23 13.23 1.452 100 0.024 0.314 3.02 AB <<< 31.564 <<< C8 4.50 0.00 4.50 1.452 100 0.087 0.392 6.10 B3 <<< 29.801 <<< BC 1.50 0.00 1.50 1.452 100 0.078 0.117 5.76 B4 <<< 38.501 <<< C4 6.00 0.00 6.00 1.452 100 0.126 0.754 7.44 B6 «< 33.221 <<< C6 6.00 0.00 6.00 1.452 100 0.096 0.574 6.42 87 <<< 34.655 <<< C7 6.00 0.00 6.00 1.452 100 0.103 0.621 6.70 BC >>> 14.815 >>> C3 4.00 ET 8.23 12.23 1.452 100 0.021 0.263 2.86 BC <<< 44.616 <<< D3 4.50 0.00 4.50 1.452 100 0.165 0.743 8.62 C4 <<< 58.438 <<< D4 6.00 0.00 6.00 1.452 100 0.272 1.633 11.29 C6 <<< 50.491 «c CE 2.50 T 5.49 7.99 1.452 100 0.208 1.658 9.76 C7 <<< 52.610 <<< D7 6.00 0.00 6.00 1.452 100 0.224 1.344 10.17 CE >>> 35.625 >>> E6 3.50 T 5.49 8.99 1.452 100 0.109 0.979 6.88 D6 <<< 17.746 <<< E6 5.00 0.00 5.00 1.452 100 0.030 0.150 3.43 I Calculated by: h ecked ,. 5 __ _---------- Page Ser:t5028421 Coovr:ght :S i.-.= - •ie r_w_z4 Dec, ;r;",g,L'c.. 'eralb Pike, King c4 Prussia. PA 19406 1215 33?-?O60 1- 1 1 14 HIGHWAY SLOPAGE EASEMENT THIS INDENTURE, made and entered into this ZZ-Aday of ((? , 1987, by and between CARRIAGE GREEN GENERAL PARTNERS and the City of Eagan, Dakota County, Minnesota, as Grantee; WITNESSETH WHEREAS, said Grantor is the owner of the tracts of land in the City of Eagan, County of Dakota, Minnesota, legally described as follows: The West 20.00 feet, as measured at right angles of Lot 1, Block 1, STUARTS SECOND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. NOW THEREFORE, the said Grantor, in consideration of One ($1.00) Dollar and other good and valuable consideration to him paid by Grantee, receipt whereof is hereby acknowledged, hereby conveys, warrants, and dedicates to said Grantee, his successors and assigns, an easement necessary for the construction of slopes of cuts and fills upon the land above described. The land upon which the slopes of necessary cuts and fills are to be constructed is to remain the property of said Grantor and may be used by himself, his successors and assigns for any lawful purposes desired, provided such use does not damage, destroy or weaken the support of the highway adjacent to the above described property. The Grantor, himself, his successors and assigns, hereby release the said City, its officers and agents from any and all liability and claims thereof concerning said premises, that result or may result therefrom by virtue of construction of the highway adjacent to the above described property. All earth or other material necessarily excavated, removed or taken from said premises in the construction of said highway shall become the property of said City to be removed, or used in construction of said highway or otherwise disposed of as said City may seem fit. IN WITNESS WHEREOF, said Grantor has hereunto set his hand the day and year first above written. Gerald L. Sovell STATE OF MINNESOTA) ) ss. COUNTY OF DAKOTA ) On this?Z Aday of ?elv 19 9, before me, a notary p lic within app for said county and state personally appeared cip ?cr car, ?p Q to me known to be the persons -described in and who executed the foregoing instrument, and acknowledged that they executed the same as their free _act_and deed. { ??"1, ?rdy r1{. ?n?i ?en?iez9ez NOTARY CUPIIC - MINV«pTA HENN=FIN COUNTY My commission expires Mar, 3,1488 This Document Drafted By: HAUGE, EIDE & KELLER, P.A. 1200 Yankee Doodle Road Water View Office Tower, Suite 303 Eagan, MN. 55123 (612) 456-9000 STATE OF MINNESOTA) COUNTY OF DAKOTA ) EXEMPT FROM STATE DEED TAX STAMPS ss. On this day of , 1987, before for said county and state personally appeared to me known to be the person described in and instrument, and acknowledged that he executed me, a notary public within and who executed the foregoing the same as his free act and deed. f A i'? rT? :-eD 2b , 1 Rf .?•.. `sr as r?•' I ?t v ` ••_urew• \`? w' r0.., :K 1 r •L x U L! (I 2oa Y f' t;UTOT Lor I, N . iIOV LLt +t< ri Alen n a Farlap hau, • uu . .I•.. . <rr•.al r •1 t • : • • ••• I .. a••ar< a• . a/ •I 0 tar fa•a 71 ... .. "" " °: VTY ROAD NO. 29 " "• •• • (YANKEE DOODLE ROAOI <?u.a r ra.n en .e<ml............ a• ........... i o IM ,m .a• [. .. . . 1. r•.. rl.a..f .. frvun ncmr a r u • a'I < : : I • :: O.M[D ?/%Li i llM N . . .; . I.r . a. i. a. <..+a• aN .tf a :f .a.... a. ' : • _ • qpR{ 1/i IqN Iql Ilq pppR IryY •t••. • a la rl. a . . •[ff to1. r r pr..• <•... • ....t • [ l ?+-? pqr[{ 'il Wx m Ittlft• IXOIURO R YrOU I , ' a• r. r.r I.ra..r.n... . ..t. • . • • alf..< r/ f I l?Rr ..ra. ,. . r I .f 1f1? .... Nt q.n uR m wrtm o. ro•a n p•ma• vnen eurt.u nen I{ ulut[ l[ [y[ . R• p• I• [. ?EUFW , '9 ° nn. uorl iou:ii r Cl ' r I s ......1.....;1.... n aI .f•t•. L..v.• : : t ?4 1 Y {t.o. • . NTu .ilc ?r•C... 1. u.. [....a Y......bn .. [ a S7 I ; a r lls : }+ i. T] w f3?? ? t, TIM. r? TS FIRS HVCiI i iVl+f ® 20 FOOT SLOPE EASEMENT P i f ..r < <.1. < . i . . .... .... .<I .u u. Lr?TftT •. •la•••.a. 4r•••. [•. lixi< tr.l[ Oe n.•/tfml rN I. r.l.l •' irrr..•.•r C.rrt11<•r. • • .•I.I. r. t.l•rr .. :..•.iZl..? .11?• 1•?• •I I. r.l. C. I••.rr..r mli CWC,t.1 n4tr. I n...... m ur•• n. f ::.:•r.• ::... n.... ri e:.....1••. eu q.. .r {rvun n<u.o nema . nt x?T .T[[11. ?? r...IT ......: i •••1,11 V.... .... • 1.•• • . 111.1 1. 1t ...... •1 • C...1. [• ..• ...... .... : 1.?=a ??.i..a ? 1 • 1 • . M..? I 1 JAMES R. HILL. IN , L ! b I '7TUa2T5 ZNo r .- Fk2 S E'Pa???`?a1. T ?i o vF?-rTi ?aTrat _ SoFt=r r. MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR (JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: 10/(SA-7 The preliminary construction ? 1 plans for 6,AevIA4E 6REc?t Jr- LLX•AyL• 7 GDLIw%/!EW are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. ®?? ??-?Z^ ?a •- l6 ??j Thank you. /JS MEMO T0: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS -JIM_STURM, PLANNING DEPT, ,JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE I DATE: I OA S/67 The preliminary construction Pool plans for 6,AZfL1A46 4REG*-4 LLX.Aya- 4 GDLIWJEW E>Q, are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any /JS MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLC JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: l 0/l 587 The preliminary construction ? plans for 6,A.V-e1A4S 6Krs? Ml LSX.AWS• ? L7DL1?lfEW DiZ, are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. Thank you. /JS MEMO T0: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WOJtKS (JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: It ASA7 The preliminarry' - construction ? plans for ?v?K21/W6 4gggi,4 1T. Lax.Avc. $ Caow=,?/,Ew are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. Thank you. /JS r MEMO T0: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: l 0/1 SX57 The preliminary construction ? plans for C, zv-iAGE 6RE w IT- LEX • AVi . 4 67DLI=,1f E W [>Z. are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. Thank you. /JS JAMES M. COO ARCHITECTS SHELARD TOW MINNEAPOLIS, 16121 545-040 TO: Steve Hanson, Bldg. Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 ATTN: PERMAN A ASSOCIATES AND URBAN PLANNERS ER MN. 55426 9 DATE: November 12, 1987 PROJECT: Carriage Green II Apartments Eagan, MN COMM. NO. 8709 TRANSMITTED VIA: FOR YOUR El Our Messenger L? Files Q Receiver's Messenger Approval Q Blueprinter Bids © First Class Mail Corrections Parcel Post O Estimates 0 1? Approved as Noted C7 Prints COPIES TO: l= Shop Drawings 177 Q Specifications 0 D Sepias Photocopy Drawing No. Copies I Description & Remarks 1 I Letter from John Collins to Steve Hanson dated 07/27/87 regarding review of fire sprinkling arrangement BY: John Collins/gh July 27, 1987 Mr. Steve Hanson Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Carriage Green II Apartments Eagan, MN Dear Steve: Enclosed are two prints each of a preliminary site plan, schematic floor plan and atrium/lobby plans. Also enclosed is a code review sheet that calculates the floor-areas required within area•separation walls and what areas are to be fire sprinkled within the building. I appreciate your offer to do a•quick preliminary review of these drawings to determine primarily if'the fire sprinkling arrangement will be acceptable. I would also like to know if the access to the building for the fire trucks is adequate. Thank you for your attention to this inform:ation., We look forward to working with you on this project. Very truly yours, JAMES 11. COOPERMAN & ASSOCIATES ARCHITECTS, INC. y John Collins JC:gh enc. cc: Jerry Sovell, Stuart Corporation December 13, 2005 Mr. Gil Gilliam Town Centre at Lexington 3475 Golfvrew Drive Eagan, MN 55123 Dear Mr. Gilliam: This letter is a follow up to the meeting we had on Thursday, December 8, 2005 to update you on the fire department's policy on fire alarms. As I told you, we ask that you do not reset the fire alarms until you are instructed to do so by Eagan Fire Department personnel. You may silence the fire alarm only if you know there is not afire-related problem, but do not reset the alarms- I was informed that there was an issue over the weekend with following this policy. If this problem continues, we will require that you have the fire alarm panel re-keyed, with access to the key limited to fire department personnel only. This will mean that you will have to wait until the fire department arrives to investigate the reason for the alarm sounding before the alarm can be silenced and reset. I sincerely hope this letter answers any questions you may have, and is clear regarding the City's requirements pertaining to resetting alarms. If you have any comments or questions, please feel free to contact me at 651-675-5682. Thank you for your anticipated cooperation Sincerely, Dale Wegleitner City of Eagan Fire Marshal Cc: Bob Kriha Fire Chief Dale Schoeppner Chief Building Official Chris Grubb Fire Inspector n W a LL Fv[? R ?F- N 0 n N t ti to o.F f S O U r a m z o? a 4 0 O 4'', LL N m m m= B y m' IL a t' 1 s_ T M 1?f _er11_ ?N? I - -?.. •S'T 11 .? r F I p( UMBiµ(y ??-ti5?? ?k? ' nE-r?R ? z•t?P?b j I T? F? lf?iGw'fia•J 6 fo-i- ? i i 2?E?Z•vEi?P'f SEE-'?zE ? ` 'f {? D Ittl-Itirtut-} ?FGE fZG-Q I rlR YIUI..-brL£ E15pla Et' .E s 4 Av)NLoI\! AT - -ru"AaE - CEO 3475- 60',Fvl" taw rAbRN, MN $$123 i r?4 0 r t ?ZYt' A MAlell L M M 41 U Q IL 8 N O a r m ro m J....... -, _. 3460 f 0 ? U Q m z O Q 4 0 O LL p N m ED 11 m 3480 AVALow. /?T- ?vu1n?E CENrr-"k 3415 Goc?v?eN/' {Jwv? E AC ttN, /Vlh/ 661z3 77ns plmt m miended for fllf"fluff", ?xirr?nre. onfy. KEY: 2'-0" X 4'-0" TWO LAMP FLOURESCENT PARABOLIC ® INCANDESCENT PORCELAIN NOTE: FINISH CEILING HEIGHT s 6-0" AFF. cn z Q 0 O 0 N Q N Ol m Q v O L d Q aJ 3 D N Q C 0 T Q m 4 0 O N ELNHSS SWBNSON GRAHAM ARCHITECTS INC. 7w 1M43 bm"SaurF '-' - ?6x py,, AAI TJIlJ ? lMne 6l3/33RS31M Faz 6fY/JJRJ3£[ 2W40 JJM5 'AM SWU V0' . 1'-0' I herby oatfy that dds doo m m was pnpmed by me as under my flirt supen*ion and &a I am a duly ng&nsed Asddtut undo to laws of the Stan of Minnesot& lol o 5? Amt. Imo Rgtstmdm Date AVALON EAGAN ARNNESOTA 3415 Golfjlevj or-jve1 A-2 r mil ~ J D O ~ ~ W W ; sa ~ a ~ W ~ o ~ s ~ o ~ ~ ~ m ~ J ~ tl~ oa a . 4~ y ~ G S O ~ ~ ~i 6 r ~ W F~ ~ c 0 r ~ o a W Q ' y.: H r' g d F Q O H m ~~•INA~G ~ ~Ir~IITY 4 ~AS~M ~ ' i , 2` WiC~~ _ I~ELAUE I ~ i e° ~ 0 . , , "qd ti 4,. ' ~ ~ srna ~ , , ~ . . f~ ` , , , , . _ _ ~ _ . ~ ~ ~ SWIMMI~IGo t8.+ \1 ~ ~ ~ ' ~ " ~ ~ , . pool. 20 x 5a ~ t ~ , ~ ~ , . A a.o q~. - , . . ~ . . ~I I ..F ~ ~.~r~.i~ ' i Q ' . . . ' e... ~2AM9 p . ;F ~ ; r , ~ ~ U W J.~~ i ' ~ ~ I i r ~ ' ~ ~ i 5.. " r4l,,J ~ '~M r 4J r _Q _ ~ ~ W x4 ~a U Z ~ 5 } T~ p~T'~ ~ _ ® :~a S1r~ ~n2,3(~~ ~ ~.23`I AG, w ~ N®a ®F uN lr~ 1~2 - UhJlrs hc~E 61 ~ ~ p ~ phRKINC~ SP~C~~S ~~Q~~ 2ca~ o ~ C I°A~Khl6 51°,~G~S pRoVlb~p ~ O - , a GA~~C~~ Sp~G~S I ~'t ~ ' ' 1 ~ r~L 21 1 1 1 cn I~~ ~:Q'0 ~ - A - h w ~`l ~ ~ -I 1 ELLN III 40 SHEET HUMBER 4. ~ t a M N ~ ~y m - ~;j`~