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2660 Eagan Woods Dr /i?-off v / ?? ?Cotr lilt CACC4?- ------------------ I FoFlOffce.t7se I I ? Permit #. Permit Fee: l J I, 6D I Date ived: APR Y 6 IOnR UUUU e? Staff: ?_ L-----------------I 2008 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 7 ??o' d S Site Address: Q66(3 Hrr/,'?.•., Suite #: -a/ i enenc. - PROPERTY Name: ??/uk S/GE?"Urt ?r2 Phone: OWNER CONTRACTOR p Name: FUSS 44-Ir?y A e/4-74;,rn License#: ?'ICi?396??L &1?y"?W`?'d?City: PC) 4k'?4? /ii'noye'? State:A?ip:,,' 6 Address: lknc Phone: j'?? ?S7J Contact Pe { rson: T ?t ?Z TYPE OF y New New Replacement Repair -Rebuild _ Modify Space _ Work in R.O.W. WORK Description of work: PERMIT TYPE COMMERCIAI?r ` New Construction - Modify Space _ Irrigation System (_ yes / _ no) (_ RPZ PVB) Rain sensors required on irrigation systems • Avg. GPM _ (2" turbo required unless s maller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed Prior to oicking up meter. _ Domestic: Size & Type ?Z 0 Fire: Size & Price 3/4" meter $183.0 Avg. GPM High demand devices? _Yes _ No Flushometers _Yes _No PRV Required Yes No COMMERCIAL FEES: c- UQ 1% $50.50 Minimum (includes State Surcharge) OR contract Vawe $ x ' 2O 00 P it F 0 , erm ee =$ /Radio Meter Read Du /53 Required on ALL new buildings and boulevard irrigation systems 4 =$ / - x ?Meter(s) = $ J 01C/ OL - If Permi Fee is less than $1,000, surcharge is $.50 - If Permi Fee is > $1,000, surcharge increases by $.50 for each $1,000 n Jv (/State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). = $ Following fees apply when installing a new lawn irrigation system. $ .Water Permit Call the City's Engineering.Department, (651) 675-5646, for required fee amounts. $ -Treatment Plant $ Water Supply & Storage $ State Surcharge 11 ?7 gv TOTAL FEES $ ? derstond th I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that un is 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. x Z DOSS x Applicant's Printed Name ^rr"tea"" .......... FOR OFFICE USE Approved By. Date °? I,' ° Required Inspections: Under Ground !Rough In i?Air Tesf. Gas Test d'Fin D. nc 1 of '3 2008 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if applicable) Date: FOR OFFICE USE ONLY PRV required Property Owner: City-R-O-W Permit Address: Phone Number: - Plumber: Contact Name: -County R-0-,W Permit . SEWER WATER 4" Sewer Service $1,589.00 1" Water Service $2,660.00 Sewer lateral charge @ $28.30 / ff Water lateral charge @ $36.00 / ff Sewer trunk @ $1,150 / connection Water trunk @ $2,5001 acre City SAC @ $100/unit Water supply storage @ $3,930 / acre MCES SAC @ $1,825 / unit Receipt #: , Date: Receipt #: , Date: Treatment Plant @ $6901 unit Septic abandonment $50.00 Permit Fee $50.00 Permit Fee $50.00 State Surcharge $0.50 State Surcharge $0.50 'Plumbing Permit Required - water meter to be acquired with building permit TOTAL: TOTAL: SEWERA WATER 4" Sewer Service $1,589.00 1" Water Service $2,660.00 Sewer lateral charge @ $28.30/ff Water lateral charge @ $28.601ff Sewer trunk @ $1,150/connection Water trunk @ $1,2001connection City SAC MCES SAC Receipt# , Date Water supply a storage Receipt# , Date Treatment plant Septic abandonment $50.00 Permit Fee $100.00 State Surcharge $0.50 "Plumbing Permit Required - water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past. 1-5 SAC units $1,540 / SAC unit 6-10 SAC units $385 / SAC unit Fos[Qfft4eUe 11+ SAC units $155 / SAC Unit Permit #: I I Permit Fee: I I I I Date Received: I I I j Staff: 1-----------------I Cc: City of Eagan Finance Department Page 2 of 3 ---------------, #: I Permit ? Permit Fee: I I I Date Received: -?? I I Staff: 2008 MECHANICAL PERMIT APPLICATION Date: J ' a-y Site Address: o`1b6?f( G?anl:?OClS?{`- Tenant: t I Ac"'( O?1 -4plP Suite #: RESIDENT / OWNER Name: Y-'o IAG?a J tt' \L')( ? e PIn one ?954-`Q60 CU Address / City / Zip: .? 7 rc r u ?l? r ?n I?]f1 CONTRACTOR Name--TO- ?C (t?2rca?1c7 License#: ? . !/a l_(?W1Cc`JrCQ Address: qyq 5 n,? City: S ?- QCALo State: mr% Zip: 5SD7 5' Phone: csI- C( S-) I Contact Person: -RI Gk Tau se . TYPE OF WORK Demolition A New Replacement Additional Alteration t Description of work: 'Vr44 I( 1}?k•rr? a?(: Z G2E.EZL? t,LSIA•r - NOTE: Both roof mounted and ground mount mechanical equipmerttis'reQofmd toy be screened by City Code =Please contact tfre a iohantca/ inspector,'or.`one of the-.- pianners forinfo motion on rrnitted scnaenin "methods RESIDENTIAL COMMERCIAL PERMIT TYPE New Construction Interior Improvement _ Furnace _ Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit HVAC units must be screened _ Heat Pump Under / Above ground Tank (_ Install / _ Remove) -Other * When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (itcludes $50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract value $ 1(5(000 x1% $50.50 Minimum (includes State Surcharge) Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. S? - If P rmi Fee is > $1,000, surcharge increases by $.50 for each =$ • State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ I (D1? 50 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; that I understand this is not a permit, but only an application for a permit, and work is not to star without a permit; tharthe work will be in accordance with the approved plan in the owe of work which requires a review and approval of plans. ? X t>%Lk CY-l X Aoolicant's Printed Name Annlirant's Sinnature FOR OFFICE USE == __ __ _ ,.. Reviewed By: = Dataz -. -t7. Required Inspections: Under Ground -. RougKln Air Test , "G`as Service Test° In-floor Heat Final i 1? City of Eapn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ----------------- I For Office Use I ? Permit#: I I I I Permit Fee: ?? -75: LG I I I 1 Date Received: I i I I Staff: 2008 MECHANICAL PERf?MIIT APPLICATION Date: CJ?j site Address: ;14040© /' !-jft W09Z PP- ' Suite #: RESIDENT / OWNER Name: Phone: Address / City / Zip: CONTRACTOR Name: Ol'17Mum MLZ I ? ?fS7 CinS License #: Address: 30 3(') Cis-M-7--wi CAAIA96 State: iVr Zip: 5511 ? city: Liri L tr n Phone: /kl 17t6 "2 92, G Contact Person: P, 164-- 12iJ17Pn TYPE OF WORK New Replacement _ Additional Alteration _ Demolition Description of work: ©M ul 2iu NOTE: Both roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector or one of the Planners for information on permitted screening methods. PERMIT TYPE RESIDENTIAL COMMERCIAL interior improvement _ New construction Furnace _ Air Conditioner Install Piping Processed Air Exchanger X Gas Exterior HVAC Unit ' HVAC units must be screened Heat Pump Under / Above ground Tank Install / _ Remove) _ Other " When installing/removing tank(s), call for inspection by Fire Marshal and Plumbin Ins for RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal Ow lue $ /0 x 1% $50.50 Minimum (includes State Surcharge) 272 10 H Permit Fee u = $ . - If Permit Fee is less than $1,000, surcharge is $.50. A V K 2 4 LUU8 $? - If Permit Fee is > $1,000, surcharge increases by $.50 for each =$ State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). c 79- bD $ e 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; 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 awordance with the approved plan in the case of work which requires a review and approval of plans. /[[1Jr '/`GA^//-r/eAr../JA ae* F-gDen x x K; ka Applicant's Printed Name ADDII nt's signature FOR OFFICE USE viewed By: Re Date: ' ZS'O Required Inspections: Under Ground Rough In / Air Test ZGas Service Test In-floor Heat Final City of Eapn 3830 Pilot Knob Road Fagan MN 55122 Phone: (651) 675-5675 C??'?rj -??CcQQ (.) Fax.(651)675-5694 ` , 4) pt Date: `r/ /I Tenant: Suite #: $?'BgFSg (y$ v?? 4h/r5 Phone: Name: /4'&A ( RESIDENT/OWNER 1 T i+tne i s Address/City/Zip: C14567 me nc vc W CONTRACTOR Name: ?y e'ne. 5 o 6 fTm10um License #: M/0(!AA k goy Address: Z6?2-- 1977; 4&e /UxF- City: in it =q /J0/'5 state: Aw zip: 6-5-q2-1 Phone: ?/2 8 2357 Contact Person: tSrr? 5+ ?ai1 TYPE OF WORK Alteration _ Demolition X New -Replacement Additional // let r e s'(cr)`1 5 - u n Description of work: NOTE: Both roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical inspector or one of the Planners for Information on permitted screen methods. RESIDENTIAL COMMERCIAL PERMIT TYPE Interior improvement New Construction Furnace - - -Air Conditioner -Install Piping Processed Air Exchanger Gas Exterior HVAC Unit HVAC units must be screened Heat Pump Under / Above ground Tank (X Install / _ Remove) Other - When installing/removing tank(s), call for inspection by Fire Marshal and Plumbi Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract value $ x l% $50.50 Minimum (includes State Surcharge) S_= ?b Permit Fee _ $ - If Permit Fee is less than $1,000, surcharge is $.50. S d? PI1ate Surcharge - If Permit Fee is > $1,000, surcharge increases by $.50 for each = $? $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). OO J• TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in contormance with the ordinances and codes of )he City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X X A- 11 A FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough In A_Air Test Gas Service Test In-floor Heat Final - ----------------n For Office Use I j Permit #: Permit Fee: j Date Received: O 4 - 1 / (ICJ I -- Staff: 2008 MECHANICAL PERMIT APPLICATION Site Address: 2660 y?*r) G?/ 04 1/!'t y -- SS f A! ?___-: t----------- i I --) I Permit#: 'T 5 I I S ?/ n i Permit Fee: 2S • l '-f Cf I I Date Received: I j Staff: t_ ----I COMMERCIAL PLUMBING PERMIT APPLICATION Site Address: Date: Suite M Tenant: PROPERTY Name: Phone: OWNER CONTRACTOR Name: OSS Licen e#: i?9`o Address: /I -City- State: _Zip: Ph Y L I -- 5b/A; k? + one: - - ontact Person: , I ' , TYPE OF New Replacement _Repair -Rebuild _ Modify Space Work in R.O.W. WORK Description of work: PERMIT TYPE COMMERCIAL _ New Construction _ Modify Space Irrigation System(_ yes/_n ( RPZI_PVB) • Rain sensors required on irrigati tems • Avg. GPM _ (2" turbo required un a size allowed by Public Works) Meters Call (651) 675 5646 to verity that tests passed prior to picking up meter. - ( l Domestic: Size & Type ?- I S W&11 C-d1 f Fire: Size & Price 3/4" meter 183.00 Avg. GPM High demand devic6s2 _Yes _No Flushometers _Yes No PRV Required _Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value$ x1% = $ Permit Fee Required on ALL new buildings and boulevard irrigation systems ? = $ Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 = $ 0 7, c:) 0 Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 $1 000 Permit Fee i _ $ S State Surchar e - $1 001 $2 000 P it F i 1 00 h , ( .e. g a , - , erm ee requ res a $ . surc arge). Following fees apply when installing a new lawn irrigation system. $ U Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ -C' (cQ 9rW. Treatment Plant `J $ -0" " Water Supply & Storage $ 1 ?h State Surcharge TOTAL FEES $ -S J I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires,g_M,view and approval of plans. x x Applicant's Printed Name AlIplica 's Signature FOR OFFICE USE I, r,> h : +'Approved Byi Date° d Required,lnspectlonsi Undet;Ground ' Rough4n _Ai?Tes Gas Test _FInaI ?;; :;, Page 1 of 3 2008 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if applicable) FOR OFFICE USE ONLY Date: ?- l;Ik t F regmrbd 4 Property Owner: i 1 ICity R 0-,W Permit Address: Phone Number: l?s t , r ma County R-O-W Permit Plumber: Contact Name: _ _ WATER r{ 4" Sewer Service $1,589.00 1" Water Service $2,660.00 Sewer lateral charge @ $28.30 / ff Water lateral charge @ $36.001 ff Sewer trunk @ $1,1501 connection Water trunk @ $2,5001 acre City SAC @ $100/unit Water supply storage @ $3,9301 acre MCES SAC @ $1,8251 unit Receipt #: , Date: Receipt #: Date: Treatment Plant @ $6901 unit Septic abandonment $50.00 Permit Fee $50.00 Permit Fee $50.00 State Surcharge $0.50 State Surcharge $0.50 'Plumbing Permit Required - water meter to be acquired with building permit TOTAL: TOTAL: d SEWER! & WATER 4" Sewer Service $1,589.00 1" Water Service $2,660.00 Sewer lateral charge @ $28.30/ff Water lateral charge @ $28.601ff Sewer trunk @ $1,150/connection Water trunk @ $1,2001connection City SAC MCES SAC Receipt # , Date Water supply & storage Receipt # , Date Treatment plant Septic abandonment $50.00 Permit Fee $100.00 State Surcharge $0.50 "Plumbing Permit Required - water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past 1-5 SAC units $1,5401 SAC unit _ __ 6-10 SAC units $3851 SAC unit i pBYe 11+ SAC units $1551 SAC Unit Permit #: I I I I Permit Fee: I I I I Date Received: I I Staff: I Cc: City of Eagan Finance Department Page 2 of 3 METER INFORMATION METER5 REQUIRING 4 -HOUR ADVANCE NOTICE PRIOR TO PICKUP .; 'n GPM METERS- USE PRICE GPM == METERS USE ,` -` _. - - "PRICE 1-20 maximum 5/8" Residential small $147.00 4-120 1-1/2" turbine** irrigation system $831.00 continuous displacement Commercial Public Works must 10 approve meter size 2-30 maximum 3W----..., Lawn Irrigation $183.00 4-160 2" turbine large irrigation system $1,033.00 continuous , displacement Residential / small Commercial & 15 \ I production lines 3-50 large residential maximum 1V displacement buildings to 24 units $237.00 114 to 160 2" compound buildings over $1,956.00 continuo % small commercial 65 units & 25 & irrigation systems large comm. Bldgs. 5-100 maximum 1-1/2" 25-64 unit buildings & $506.00 continuous displacement most commercial 50 buildings h METERS-REQUIRING 30 DAY ADVANCE NOTICE PRIOR TO P1CK1UP n GPM= METERS = USE PRICE` GPM ;METERS USE ?- PRICE very large irrigation +300 unit bldgs & 5-350 3" turbine system & production $1,361.00 6-500 4" very large $3,828.00 lines compound comm. bld s +200 unit bldgs +400 unit bldgs 1/2- 3" very large $2,493.00 10-1000 6" very large $6,525.00 320 compound comm bld s compound comm bld s verylarge 15- 4" turbine irrigation systems $2,504.00 6" turbo $4,588.00 1000 & production lines ADDITIONAL INFORMATION • Radio Meter Read is required on all new buildings. Boulevard irrigation systems may also require a radio read - $153.00 • RPZ's must be tested every year and rebuilt every five years. Test results should be mailed to Linda Dralle at the City of Eagan Utilities Department (3419 Coachman Point, Eagan, MN 55122) A minimum permit fee is required per address for the following RPZ's: new, rebuild, repair, & remove. • Water meters include copper horn / strainer, remote wire, and touch-pad meter. • To schedule an inspection of the inside water line and backflow preventer, call the City of Eagan Building Inspections Division (651) 675-5675. To arrange for water turn-on, call City of Eagan Utilities Department at (651) 675-5200. Page 3 of 3 Page 1 of 1 Peggy Fleck From: Linda Dralle Sent: Monday, July 14, 2008 4:21 PM To: 'CarefreeLawn@airliftdoors.com' Cc: Peggy Fleck; Connie Edwards; Barbara Kalstabakken; Scott Peterson Subject: Irrigation meter for Holiday Station - 2660 Eagan Woods Drive We have approved a V Displacement for the irrigation system located at 2660 Eagan Woods Drive (Holiday Station). Thanks, Linda LCwda pvalle G.t? of Eagaw - Ltt'utces 3419 COa G?IM.aw?Obwt Eaaa,w Mw 55122 (651) C ?5-5200 LdraL6eC'-?eCt?o eaaaw.c?•rU. 7/15/2008 g-") wy 2007 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 71?O2S ?p? 3830 Pilot nob Road, Eagan Mn 5 22 S04l) ?? Telephone # 651-675-5675 Plans are considered public information unless you state ey are trade secret and • Structural mans (2) sets • 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 -cal1651-602-1000 • Certificate of Survey (1) • Structural Plans (2) • Architectural Plans (2) sets HVAC units req'd. on bldg elev . / 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 Form (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 lodging facilities. ** 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. (oL-) CAb 117 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 N4N Statutes; I understand this is nottt/// a permit, but only an application for a permit, and work is not to start without a permit; that the wor will be in accordance with the apprgGed plan in the case of work which requires a review and approval of plans. /11 Date 8 21 07 Construction Cost 8950.000.00 Site Address ____C?60 Cgjctn Wdads Unit/Ste# ?Ayl (L N '17rn'lGYI / ame Tenant Holi a ti n Former Tenant-Name /a 4 _ , n /W kc ? X Description of Work New Holiday Stationstore Property Owner Holiday Stationstores, Inc. Telephone #( 952) R4n_RR$$ Applicant is: X Owner / _ Contractor C Contact #: ` ?? ? Contractor To Re J (?/ S Address - City State Lcl,,L& Zip Telephone # 2007 Arch/Engr Sagat A rchi s Registration # __123L_9__ Address 4159 Gr and Avenue City Minnaapolic State Minnesota Zip 55409 Telephone # PLumber tQ be de a ? termined Licensed plumber installing new sewerlwater service: Phone* ) Scott Alpaugh a'c` \ Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation L! 6 Public Facility ? 30 Accessory Building ? 14 Apartments h 27 Commercial/Industrial ? 32 Ext Alt-Apartments 0 15 Lodging ? 28 Greenhouse - 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae - 35 Ext Alt-Public Facility - 37 Nail Salon Wont Types 0' 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)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition Building - Give PGA handout to applicant Valuation4 50 600 00 Type of Const __V?A Width 1 Plan Rev 100% t? 25% Occupancy MCES System X -CS SAC Units Zoning 'P City Water .8 Nbr, of Units Stories Booster Pump -"' Nbr. of Bldgs Sq. Ft. 5 Spry PRV Fire Sprinklered Al Length F. Required Inspections Footings (new bldg) Footings (deck) _ Footings (addition) i/Foundation Drain Tile 1 _V/ Driveway Apron( (,P,Oys Welo•?q ? Roof _ lee Pr ?Decking Insul Final t?Framing Fireplace R.I. Air Test -Final Insulation _ Sheetrock ??Final/C.O. Final/No C.O. Other Pool _ Ftgs _ Aix/GasTests Final Siding Stucco Lath Stone Lath -Final Windows Final CIO Inspection: Schedule Fire Marshal to be present. _ Yes r? Approved By: ? Planning i _L- Building Inspector ---------------------------- ------------------------------------------------------------------------------- 15 Base Fee , Surcharge Plan Review 8T •3 SAC-MCES /4115. 60 SAC-City 700. 00 SIW Permit 100.06 SM Surcharge • 5Q Treatment Plant 830. Financial Guarantee 7 74.6 CID od Treatment Plant (Irrigation) Storm Sewer Trunk Park Dedication Trail Dedication a< g, DO Water Quality Water Supply & Storage (WAC)- Sewer Lateral Street Water Lateral Other s r1 Total Sewer Trunk Water Trunk Metropolitan Council u Environmental Services April 24, 2008 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Faun. TriN 55127 Re: Reclaim Rollover Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Holiday Stationstore & Car Wash to be located at 2600 Eagan Woods Drive within the City of Eagan. This project should be charged 7 SAC Units. The determination follows: SAC Units Charges: Retail 2360 sq. ft. @ 3000 sq. ft./SAC Unit 10. 00 Gas Pumping .00 Car Wash (Reclaim- Rollover) 1 bay x 100 cars/bay x 14.70 gal./car @ 274 gallons/SAC 5.37 Total Charge: 7.16 or 7 The above SAC determination is based on the Metropolitan Council Environmental Service's understanding that the proposed vehicle wash facility will utilize an on-site water reclaim system thus reducing the discharge to the metropolitan sanitary sewer system. This understanding is based on the attached letter from Scott Alpaugh, Project Manager, stating that the facility is committed to the installation and continued operation and maintenance of the reclaim system. It also states that the facility cannot operate without the reclaim system being in use. It is our understanding that the reclaim plumbing design and operation procedures is identical to the facility previously reviewed by MCES for the Holiday Stationstore at 8720 Highway 7 in St. Bonifacius, MN. It is also our understanding that the City shall inspect all plumbing systems associated with said vehicle wash facility to verify that no cross-connections to the water supply system exist so that the reclaim system can be bypassed, and the wash facility cannot be operated without reclaimed water use. FT) ?n m n n? ? n w .metrocoundl.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 6(PU477 • TTY (651) 291 An Equal Opportunity Employer Page Two April 24, 2008 Holiday Stationstore The MCES reserves the right to request and obtain water usage records from the City to verify the operation of the water reclaim system. In the event that our evaluation of these records indicates that the reclaim system is not operating as originally designed, a redetermination of SAC shall be made. If it is found that there is a shortage in the amount of SAC collected for this project, the City will be required to submit the appropriate SAC payment to reflect actual water usage and facility operation. The City may be called upon to reinspect the facility to verify that •.fm-?nnneM:nnr }.n+.•.o.?,, F Aoh •. ?+o* cn++.+ly anA 0" ",]P;m cvctom Pvie+ If for some reason the Owner, either present or future Owner(s), of the vehicle wash facility withdraws the usage of the water reclaim system, or the City cannot accept the terms of this letter, the project should be charged 19 SAC units. This SAC determination assumes the use of the same wash equipment as originally proposed and an average water usage of 46.70 gallons/vehicle. If you have any question regarding the calculation of SAC units for this facility, the City's obligation to monitor water usage at the site, or require information on the criteria used to determine the gallons per vehicle number, please call me at 651-602-1118. Sincerely, 1 ?Idr'I on Cappaert SAC Technician Environmental Services Division KC:jn:kb: 080424A3 ee: J. Nye, MCES Scott Alpaugh, Holiday Stationstores Peggy Fleck, Eagan Mike Lence, Eagan Metropolitan Council 14, 2008 390 Robert Street North St. Paul, MN 55101-1805 Attn: Ms. Karon Capparet RE: Holiday Stationstore #400 2600 Eagan Woods Drive Eagan, MN April Holiday Stationstores, Inc. has decided to install and utilize water reclamation for the carwash facilities at the above location. Holiday Stationstores, Inc. is committed to continue to use the reclaim process and that the facility will not operate without the reclaim system. If your have questions or concerns, you can contact me at (952) 830-8888 or fax to me at (952) 830-1678. Respectfully, Holiday Stationstores, Inc. Scott Alpaugh Project Manager/Construction Supervisor City of Eap Memo TO: Scott Peterson, Building Inspections Mike Ridley; Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Mike Lence, Inspector DATE: November 1, 2007 # 4 RE: Plan Review For- Holiday Station Store - 2660 Eagan Woods Drive (Lot 1, Block 1 Manley Commons) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. S.Ound akb-Jr ? Yes ? No landscape security required Yes No water quality dedication Yes ? No park dedication Yes ? No trail dedication ? Yes 'P No tree dedication ? Y s ? No PRV Required f WZoning? "5- !yy C/ Meter Size 75 / J 3 ?- -71 Signature / ' Date CD/Bldg Insp/Forms//Plan Review For REVISED 2-07 Indicate below any fees that are to be collected with the building permit. Amount -tex2zf 1 nu9 c) o I -ro ? l a( ?,,? JA p U c cJ`- , 43 c v)?c All? C? g(,q oUa Lr- X &V-fsl df" p IC-6 I, City of Eapo memo TO: Scott Peterson, Building Inspections Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering `John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Mike Lence, Inspector DATE: November 1, 2007 RE: Plan Review For: Holiday Station Store - 2660 Eagan Woods Drive (Lot 1, Block 1 Manley Commons) The plans are in our plan review section for your review and comment. Indicate below any fees that are to be collected with the building permit. Amount ? Tr?f n? f 1'/f CZiriyofx??? 4 6.96 e; ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes k' No PRV Required ignature # 4 Zoning? Meter Size 5-I_pt°j Date CD/Bldg Insp/Forms//Plan Review For REVISED 2-07 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. 4k City of Eayn 7 N[emu TO: Scott Peterson, Building Inspections Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Mike Lence, Inspector DATE: November 1. 2007 RE: Plan Review For: Holiday Station Store - 2660 Eagan Woods Drive (Lot 1, Block 1 Manley Commons) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments Indicate below any fees that are to be collected with the building permit. Amount ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes No tree dedication ? Yes PRV Required Signature CD/Bldg Insp/ F sflPen Review For # 4 Zoning? Meter Size f(-Z-0) Date REVISED 2-07 City of Eagan Memo TO: Scott Peterson, Building Inspections Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Paul Heuer, Utilities Tom Struve, Maintenance Eric Macbeth, Maintenance Gregg Hove, Maintenance Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Mike Lence, Inspector DATE: November 1. 2007 # 4 RE: Plan Review For: Holiday Station Store - 2660 Eagan Woods Drive (Lot 1, Block 1 Manley Commons) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments. Indicate below any fees that are to be collected with the building permit. Amount ? Yes fl No landscape security required ? ?- ?_.? ? s^ ^ ° ar ra.omo.,* e ' C, dlnvluA }tea ?w`tl1rr ? Yes ? No park dedication ? Yes ? No trail dedication ? es ? No tree dedication quired a ; a _ 4y Sign re Date CD/Bldg Insp/Forms//Plan Review For REVISED 2-07 Report Prepared By: John A. Sagat AIA Sagat Architects, P.A. 4159 Grand Avenue South Minneapolis, MN 55409 612-822-8200 * Per acceptance by Michael Lence, acoustical analysis conducted on store portion of building only, ignoring the presence of the car wash bay. Appendix WALL CONSTUCTION DESCRIPTIONS: Brick Veneer - 4" face brick, 2" airspace, Sonowall FT-R air/moisture barrier on 'h" plywood sheathing on 2"x8" wood studs 16" on center with R19 Batt insulation between studs, 6 mil poly vapor barrier and 5/8" gypsum board (painted). (Portion of pilasters utilize manufactured stone in lieu of face brick. Extra layer of 1/4" plywood on restroom walls ignored for this analysis.) EIFS - Dryvit finish on minimum l Y2" expanded polystyrene insulation adhesively attached to Sonowall FT-R air/moisture barrier on %" plywood sheathing on 2"x8" wood studs 16" on center with R19 batt insulation between studs, 6 mil poly vapor barrier and 5/8" gypsum board (painted). Fiberglass - Sprayed-on'/4" thick fiberglass coating, 33/4" plywood sheathing, 2"x8" wood studs 16" on center with R19 batts between studs, and 5/8" gypsum board (painted). Brick/CMU - 4" face brick with 8" CMU backup, 2" polystyrene insulation, 6 mil poly vapor barrier and 5/8" gypsum board (painted). All wall openings and joints between dissimilar materials are to be caulked. ROOF CONSTRUCTION DESCRIPTION: "Single joist system" consisting of TPO membrane on minimum 6" of polyiso insulation on plywood roof deck supported by wood trusses 24" on center with 65% of roof having suspended acoustical ceiling (assuming an overall rating of STC 40) and remainder of roof having gypsum board or insulated cooler panels (assuming an overall rating of STC 45) below trusses for an average roof rating of STC 42. CURTAINWALL DESCRIPTION: System specified is Kawneer's 2250 system with thermally broken mullions, "350" medium style doors and 1" insulating glass (1/4" glass, 1/2" air space and 1/4" glass) except for bottom ofcurtainwall which has insulated spandrel panels in lieu of glass. MEMORANDUM Project: Holiday Stationstore #400 - Eagan, MN Date: February 21, 2008 Subject: Acoustical Report for Compliance with Aircraft Noise Submitter: Holiday Stationstores, Inc. 4567 American Boulevard West Bloomington, MN 55437 Noise Impact Area: Airport - MSP International Noise Zone - 3 Type of Development: Convenience Store - Retail Occupancy Compatibility - Provisional Required Noise Level Reduction -,XdBA Component STC Ratings: * Building envelope comprised of 4 different wall types with average STC 51 (see appendix): Brick veneer - STC 54, and 56.4% of envelope EIFS - STC 45 and 5.6% of envelope Fiberglass - STC 45 and 20% of envelope Brick/CMU - STC 58 and 1.4% of envelope Wall "openings": Doors - STC 28 and 1.1 % of envelope Curtainwall glazing (1" insulating glass with %2" Roof- Average STC 42 (see appendix) Required Window STC: AS) - STC 35 and 15.5% of envelope Using Figure 4, Window STC Needed is STC 27.5 Per Step 8, add 5 STC for Zone 3 location Per Step 9, adjust basic window STC value +2 for rooms without carpet or soft furniture Adjusted Window Value: STC 34.5 Compliance with STC Requirements: With average wall rating of STC 51, average roof rating of STC 42, and area of curtainwall glazing at 15.5% of envelope, insulating glass with STC 35 can be used to meet the noise reduction requirements. Therefore, the proposed materials and construction should meet the requirements for noise reduction. Mike Maguire MAYOR Paul Bakken Peggy Carlson Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. November 5, 2007 Scott Alpaugh Project Manager 4567 West 80th Street Bloomington, MN 55437 RE: HOLIDAY STATION STORES 2600 EAGAN WOODS DRIVE Dear Scott, We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2006 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: • Soils Report • MC/WS SAC Determination Letter ,/• Special Inspection & Testing Schedule, signed by all parties involved. (form enclosed) ,l• Electric Power & Lighting form (example enclosed) J• Emergency Response Site Plan (example enclosed) V• Sound Attenuation Requirements If you have any questions regarding these matters, please contact me at mlence a cityofeagan.com or 651-675-5676. Sincerely, Mike Lence Senior Inspector ML/pf Encl. Cc: John A. Sagat, 4159 Grand Avenue, Minneapolis, MN 55409 MCES Reclaim-R Last Updated: 01/0212008 it Metropolitan Council Environmental Services Reclaim Rollover Carwash Systems Submittal List Business Name: Business Owner: City Business Site Address: street Federal Tax ID: Minnesota Tax E1 1. _ If recycling is required under a local ordinance then a copy of said ordinance shall be submitted. 2' to / A l;tterfrom the ci including a statement that the city is willing to inspect the facility to ensure the equipment is installed properly and that no cross connections or bypass features exist which would allow the wash system to function without reclaimed water usage. Agreement from the city to periodically inspect the facility to ensure that the reclaim equipment is being utilized properly, and that the actual water usage conforms to the original SAC determination. 3. _ A letter from the business owner indicating that they are committed to the continued use of the reclaim process and that the facility will and cannot operate without the reclaim system. 4. _ Detailed plumbing plan that highlights the tanks, method of connection to sanitary sewer, location and size of reclaim supply line, and location, elevation and size of interconnection(s) between tanks. 5. Detailed floor plan of wash area that shows and identifies each piece of equipment within vehicle wash bay. 6• _ Detailed plumbing plans that shows freshwater supply from entrance into building to equipment connection(s). Note: Freshwater supply line should be sized so that it is insufficient to deliver adequate water pressure or flow rate to operate wash system without the use of reclaimed water. Freshwater supply lines should be connected to a separate manifold that feeds fresh water only during the appropriate cycles. 7. _ Specification sheet stating water delivered (gpm) for each piece of equipment and operation cycle (prewash, wash, repeat wash, rinse, etc.) Identify which pieces of equipment are using reclaim. 8._ Calculations or specifications that gives the duration (seconds) of each piece of equipment cycle time per vehicle (i.e. undercarriage sprayer, 10 seconds). For vehicle reclaim consideration, please send all of the above information along with the SAC Commercial/Institutional & Industrial Determination Transmittal to the attention of SAC Technician at the address on the bottom of this form. Please allow at least one week review period for your project. w .metrowuncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1378 • Fax (651) 602-1030 • TTY (651) 291-0904 An Egnn/O'w'Wn it' E.'IoWr Page 1 of 1' Mike Lence From: Mike Lence Sent: Friday, April 18, 2008 2:13 PM To: 'jessical.nye@metc.state.mn.us' Subject: Holiday Station Store-2600 Eagan Woods Drive Jessie, Holiday Station Stores are including a Reclaim Rollover Carwash as part of the design for their new facility at 2600 Eagan Woods Drive. Through the Permit process and subsequent inspections the City of Eagan will ensure the equipment is installed according to manufacturer's specifications and comply with the Minnesota State Plumbing Code and that the wash system will of have a cross connection or bypass feature that would allow usage without reclaimed water. he City of Eagan will also at time of Plumbing Final inspection proceed to set up a periodic schedule to verify continued proper usage of the Reclaim Rollover Carwash System. This should ensure usage conforms to original SAC determination. .f you should have any questions or need more specifics on the City of Eagan's involvement please contact me by phone 651- 575-5676 or mlenceCcDcitvofeaaan.com. Mike Lence Senior Inspector 04/18/2008 41" City of EaUd Mike Maguire MAYOR Paul Bakken Peggy Carlson Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CITY ADMINISTRATOR MUNICIPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our community. November 5. 2007 Scott Alpaugh Project Manager 4567 West 80"' Street Bloomington, MN 55437 Post-ir Fax Note 7671 Date .? Pages. Of To Oe T -?? Froms Co./Dept CS Phone # Phone # Fax 4-1 t?Q Fax # RE: HOLIDAY STATION STORES 2600 EAGAN WOODS DRIVE ?.?5 t 21 Dear Scott, We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2006 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: ?.• Soils Report v, MC/WS SAC Determination Letter ?• Special Inspection & Testing Schedule, signed by all parties involved. (form enclosed) Electric Power & Lighting form (example enclosed) l • Emergency Response Site Plan (example enclosed) J. Sound Attenuation Requirements If you have any questions regarding these matters, please contact me at mlence(c?cityofea ag n•com or 651-675-5676. Sincerely, Mike Lence Senior Inspector ML/pf Encl. Cc: John A. Sagat, 4159 Grand Avenue, Minneapolis, MN 55409 JJ'A Metropolitan Council i Environmental Services April 24, 2008 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Reclaim Rollover Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Holiday Stationstore & Car Wash to be located at 2600 Eagan Woods Drive within the City of Eagan. This project should be charged 7 SAC Units. The determination follows: SAC Units Charges: Retail 2360 sq. ft. @ 3000 sq. ft./SAC Unit 0.79 Gas Pumping 1.00 Car Wash (Reclaim- Rollover) 1 bay x 100 cars/bay x 14.70 gal./car @ 274 gallons/SAC 5.37 Total Charge: 7.16 or 7 The above SAC determination is based on the Metropolitan Council Environmental Service's understanding that the proposed vehicle wash facility will utilize an on-site water reclaim system thus reducing the discharge to the metropolitan sanitary sewer system. This understanding is based on the attached letter from Scott Alpaugh, Project Manager, stating that the facility is committed to the installation and continued operation and maintenance of the reclaim system. It also states that the facility cannot operate without the reclaim system being in use. It is our understanding that the reclaim plumbing design and operation procedures is identical to the facility previously reviewed by MCES for the Holiday Stationstore at 8720 Highway 7 in St. Bonifacius, M. It is also our understanding that the City shall inspect all plumbing systems associated with said vehicle wash facility to verify that no cross-connections to the water supply system exist so that the reclaim system can be bypassed, and the wash facility cannot be o without reclaimed water use. ii D ? ? ? ? j? T ? ?I ? APR 2 8 2008 www.metrocounciLorg 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TtX (651) 291-0904 Art Egim1 Opportunity Employer Page Two April 24, 2008 Holiday Stationstore The MCES reserves the right to request and obtain water usage records from the City to verify the operation of the water reclaim system. In the event that our evaluation of these records indicates that the reclaim system is not operating as originally designed, a redetermination of SAC shall be made. If it is found that there is a shortage in the amount of SAC collected for this project, the City will be required to submit the appropriate SAC payment to reflect actual water usage and facility operation. The City may be called upon to reinspect the facility to verify that no interconnections between fresh water supply and the reclaim system exist. If for some reason the Owner, either present or future Owner(s), of the vehicle wash facility withdraws the usage of the water reclaim system, or the City cannot accept the terms of this letter, the project should be charged 19 SAC units. This SAC determination assumes the use of the same wash equipment as originally proposed and an average water usage of 46.70 gallons/vehicle. If you have any question regarding the calculation of SAC units for this facility, the City's obligation to monitor water usage at the site, or require information on the criteria used to determine the gallons per vehicle number, please call me at 651-602-1118. Sincerely, 1 aron Cappaert SAC Technician Environmental Services Division KC:jn:kb: 080424A3 cc: J. Nye, MCES Scott Alpaugh, Holiday Stationstores Peggy Fleck, Eagan Mike Lence, Eagan Metropolitan Council 14, 2008 390 Robert Street North St. Paul, MN 55101-1805 Attn: Ms. Karon Capparet RE: Holiday Stationstore #400 2600 Eagan Woods Drive Eagan, MN April Holiday Stationstores, Inc, has decided to install and utilize water reclamation for the carwash facilities at the above location. Holiday Stationstores, Inc. is committed to continue to use the reclaim process and that the facility will not operate without the reclaim system. If your have questions or concerns, you can contact me at (952) 830-8888 or fax to me at (952) 830-1678. Respectfully, Holiday Stationstores, Inc. Scott Alpaugh Project Manager/Construction Supervisor A Structural Steel Special Inspection Final Report Holiday Stationstore #400 Pilot Knob Road and Buffet Way Eagan, Minnesota Preporedfor Holiday Companies, Inc. Project SP-08-00403 August 5, 2008 Braun Intertec Corporation Q /J FIFTY YEARS BRAUN iNTERTEC August 5, 2008 Mr. Scott Alpaugh Holiday Companies, Inc. 4567 American Boulevard West Bloomington, Minnesota 55437 Braun Interlec Corporation 1 1001 Hampshire A enue S Minneapolis, AN 55438 Project SP-08-00403 Re: Structural Steel Special Inspection Procedural and Final Report Submittal Holiday Stationstore #400 Pilot Knob Road and Buffet Way Eagan, Minnesota Dear Mr. Alpaugh: Phone. 952 W5 2000 Fox 952995-2020 Web: braunm1,,,e, o... Please find attached to this procedural report the Structural Steel Special Inspection Final Report for the Holiday Stationstore #400 and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council (ICC) certified special inspectors in accordance with the requirements of the Minnesota State Building Code, Chapter 1700 of the International Building Code (IBC) and the project plans and specifications. The purpose of special inspections is to provide a review of the contractors work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have them, judge, or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. Plans and Specifications The plans and project documents available at the site were used for our inspections. Bolted Connection Observations Torque applied to the bolt by the contractor was determined using a hand-held torque wrench. At other connections bolts were observed looking for snug tight condition as defined by AISC. In addition, each connection was observed for fit-up and to determine if the various plies were in contact with one another. r. Celebrating 50 years of growdt through service and crust Holiday Companies, Inc. Project SP-08-00403 August 5, 2008 Page 2 General In performing its services, Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Troy Baumann at 952.995.2554 or Marv Denne at 952.995.2510. Sincerely, BRAUN INTERTEC CORPORATION Troy W. Baumann ICC Certified Special Inspeptor-Structural Steel and Welding M. Heder. PE Vice Presideqf-Principal Engineer Attachment: Structural Steel Special Inspection Final Report Mr. John Sagat; Sagat Architects, P.A. Mr. Jim Roed; Erickson Roed & Associates Mr. Dale Ronning; City of Eagan Inspections Department Mr. Joel Kurpius; Braun Intertec Struct Steel Final Report BRAUN INT RTEC • Braun Intertee Corporation Phone: 952 .995.2000 FIPTY YEARS 1 1001 Hampshire Avenue 5 Fax: 952,995 2C20 Minneapolis, MIN 5,5438 Web brauninierleccom BRAUN INTERTEC Structural Steel Special Inspection Final Report City of: Eagan, Minnesota Date: August 5, 2008 Attention: Mr. Scott Alpaugh Project: Holiday Stationstore #400 Pilot Knob Road and Buffet Way Eagan, Minnesota Braun lntertec Project: SP-08-00403 In accordance with Section 1704 of the International Building Code and the agreed upon scope of services, the required special inspections and testing have been provided for the following items: Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. There are currently no outstanding or unresolved bolted connection related issues. Conclusion Based upon the inspections performed and the attached reports, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in accordance with the approved plans, specifications and applicable workmanship provisions of the international Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Michael M. Heuer, PE ???qulu+ta,p? Vice Presidenf-Principal Engineer 43F N.NS4 License Number: 15571 a?4,• August 5, 2008 _° `'? µt0 Vill r-e Attachments: Special Inspection Dail Reports 1 of 1 "ys'••• -------- - -- - - - --° Celebrating 50 years of growth through service and trust Page of . . RAID SIDRPT INTERTEC Special Inspection Daily Report Report No.: Project Name: Project Address, Client: Weather: City of L. 'J JA 14 Date of This Report: I; ?c?, fr{lon #%o Project No.: 0.08, CC V0,3 y; J. Client Project No.: Cla? Temperature: N )O ° /- Type of Inspection: Inspection Coverage: ? Continuous ? Masonry ? Reber Placement ? Foundations ? Special Cases ,m Periodic V Welding & Bolting ? Concrete Placement ? Fireproofing ? Piles & Piers ? Tendon Placement ? Soils Did the architect or engineer authorize changes to city approved plans? Yes ? (Listed Below) No ? Description and location of work completed: A /Vfy/ nC Ja 11 dT `? OLsci? r 17leX /+zt ? ?4JO < 't ZC II 1A OJ"? n / ('ann%.L (.inn 1 /Hale .'.. Z D +/n,, , /,(/ / / ? )/• /'? //^/ ?/y ?/?? /'// 6 List tests performed: • Are there any discrepancies noted from this day's observations? Yes ? N • Are there any outstanding discrepancies on this project? Yes ? No • If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. / Signed: _e Date: ?;2) Print Full Name: /0t !Jt ?/s a , LD. No.: Cf 6L;k!° -?? White copy to Braun Intertec file. Blue copy to Project Site Representative. Providing engineering and environmental solutions since 1957 ! \ ]~~~Engineering - landscape Architecture • Planning . Surveying • Traffic INCORPO1tA"I'ED Creating extraurdinary Commanities MEMORANDUM ~ TO: Dave Hoeschen dave.hceschen@holidaycompanies.com FROM: Katie Bruwelheide, EIT kbruwelheide@rlkinc.com Nicholas Erpelding, P.E., PTOE nerpelding@rlkine.com DATE: July 11, 2~07 RE: Traffic Impact Analysis Holiday Stationstore - Buffet Way, Eagan, MN RLK Project No. 2007-279-M Introduction Holiday Companies proposes to develop a Stationstore including 12 fueling positions with a 5,500 squaze foot convenience store to be a part of the proposed Manley Commercial Incorporated site, which includes an additiona14,600 squaze feet of retai] land uses including a drive-thru coffee shop. The appro~cimately 2.7-acre site, which includes both the gas station and retail land uses, is located in the southwest quadrant of the signalized Pilot Knob Road (Dakota County Road 31) and Buffet Way intersection. For the purposes of this stixdy, it is anticipated thaY construction will be complete and facilities fully occupied by 2008. The proposed site is bounded on the east hy Pilot Knob Road, on the west by Old Counry Buffet Headquarters and a vacant parcel zoned for o~ce land use, on the north by Buffet Way and on the south by an existing smail business. The site location is illustrated on Figure 1, Vicinity Map. Full access to the site is proposed through two locations; via an extension of Eagan Woods Drive on the west side of the site and on Buffet Way at approximately the mid block location between Eagan Woods Drive and Pilot Knob Road. It is noted that the proposed mid block site access is approximately 175 feet from the sig~alized Pilot Knob Road and Buffet Way intersection (measured from stop bar to center of access). The proposed layout and access locations of the site are detailed on Figure 2, Concept Site Plan. The purpose of this study is to evaluate the impact of traffic generated by the proposed development on the operations and safety of the adjacent roadway network. This study will firs summazize the existing conditions of the roadway network. Next, No-Build conditions for 2009, the design year chosen to correspond to the year after completion of the proposed site are evaluated. Finally, after establishing No- Build conditions, the Build scenario will be presented and compazed to the No-Build conditions to determine impacts amibutable to the proposed site. Recommendations regazding geometric and/or uaffic control improvements to accommodate the additional traffic and improve safety aze included. Otfices: Duluth • Ham Lake • Hibbing • Minnetonka • Oakdoie (452) 93,'i-0972 - 6110 Blue Grcie Drive • Suite 100 . Minnetonko, MN 553d3 • FAX (452) 433-1153 Squa1 dyporhmity Emp7oyer Dave Hoeschen July 11, 2007 Existing Traffic Conditions The existing traffic conditions of the neazby roadway system were documented by a field inventory conducted by RLK Incorporated on June 28`", 2007. The purpose of the inventory was to identify features that affect roadway capacity, including traffic control, lane designations, turn lane storage bay lengths, speed limits, etc. Manual turning movement counts were conducted by RLK Incorporated on Thursday, June 28~', 2007 from 7:00-9:00 AM and 4:00-6:00 PM to document existing weekday AM and PM peak hour haffic volumes at the following intersections: ? Pilot Knob Road & Buffet Way ? Buffet Way & Eagan Woods Drive Review of the data indicates that the peak hour volumes generally ocwr during the following time periods: ? Weekday AM Peak Hour: 730 to 830 AM ? Weekday PM Peak Hour: 4:30 to 530 PM The 2007 Existing AM and PM peak hour traffic volumes for the study area intersections aze illustrated on Figure 3. In addition to the site inventory and manual turning movement count, the existing signal timing data for the signalized intersection of Pibt Knoh Road and Buffet Way was obtained from MnDOT. No-Build Traffic Conditions A. Background Growth Based on correspondence with the City of Eagan, background gowth on all roadways in the study area is expected to occur at a 2.38% annual rate through 2009. B. Potential Other Development Through review of the City's Land Use Map and investigation of planned projects for the area surrounding the proposed site, the potential developmem of three sites assumed to use Buffet Way to gain access were incorporated into the No-Build traffic conditions. The first is the development of approximately 20,000 square feet of office space by Manley Commercial lncorporated directly to the west of the proposed site. The second is the development of approximately 110,000 squaze feet of office space by United Properties north of the site on the west side of Eagan Woods Drive. The third is the development of approximately 25,000 squaze feet of office space to the north of the eacisting VeMUre Bank Office Building on the east side of Eagan Woods Drive. The approximate location of these developments are illustrated on Figure 4, Potemial Future Development. Figure 5 depicts the estimated 2009 peak hour traffic volumes under the No-Build scenario, taking into account the anticipated development and 2.38% annual growth in other background traffic. RLK Incorporated Page 2 of 14 Fa~n Holiday Stations[ore G:V3oliday Compnies~200].2'i4M iechnical Deu\TrnfficVtryorc\i~c ImP~ Study Memo.doc 2007-279-M Dave Hoeschen July 11, 2007 Build Traffic Conditions A. Site-Generated Traffic The volume of vehicle trips generated by the proposed Holiday Stationstore and retail development has been estimated for the weekday AM and PM peak hours using both the data and methodologies contained in the 7th Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE), and Coffee Shop with a Drive-Thru data found in the Newsletter of the North Central Section of the Institute of Traffic Engineers (Volume 22, Number 4, Fall 2005), which details a trip generation study of Twin Cities metro area coffee shops. The estimated volume of site-generated trips for the proposed land uses is summazized in Table 1. Table 1 Tri Generation Estimates~ Land Tri s Generated: Land Use Use Size AM Peak PM Peak Weekday Code Enter Eait Enter Eait ADT Gas/Service 12 fueling w/Convenie~ce 945 ositions 60 60 80 80 ~1,953 Specialty Retail 814 2,925 s.f. 1. 1 3 4 130 Drive-Thruz NCITE 1,675 s.f. 110 I10 28 29 1,383 Coffee Shop ~ - Data Crross Totals 171 171 111 113 3,466 342 224 Shared Trip -0 -0 -22 -22 Reduction' ~ ~ -970 Pass-by/Diverted -92 -92 -41 -41 TcipReduction3 -184 -82 749 Net Totals ~9 79 48 50 1 74~ 158 98 1. Per [he data and methodologies in Tdn Generndon 7 Edi[ion, published by ITE. 2. Per NCITE data for wffee shops wi[h a drive-thru. ~ 3. Shared/Pass-by/Diverted ttip calculations are based on the data and methodology in ITE's Trio Generation Ha~dbook, 1" Edition. it is noted that these estimates include trip reductions for shared, pa.as-by and diverted trips. The shared trip reducfion accounts for trips that are predicted to be shared between land uses within the site. The pass-by trip reduction accounts for trips that aze anracted from traffic already using Buffet Way passing the site. These pass-by trips are accounted for in the turning movements at the proposed accesses as they enter and exit the si[e, but do not result in an increase ut traffic on the Buffet Way or Pilot Knob Road. The diverted trip reduction accounts for trips that are amacted from tra~c already on Pilot Knob Road but require a diversion from that roadway to Buffet VJay to gain access to the site. Trips of this nature aze assumed to return to the'u original course after visiting the development. Of the total number of pass- by/diverted trips, 5% were assumed as pass-by trips and 95% as diverted trips. B. Trip Distribution and Assignment The estimated site-genetated traffic ttas been distributed to the roadway network based on existing trafFic patterns and predicted future traffic pattems. The estimated distribution of and change in volume on study area roadways due to site-generated traffic expected as a result of the proposed development is illustrated on Figure 6, Trip Dishibution and Assignment. It is noted that estunates of trip distribution fot RLK I~corporated Page 3 of 14 Pagan Floliday Stationstore G~HOliday Compmies12001-2'ITM iechnical Datelir~cU[eponlT~c Impact Sn~dy Mmw.doc 2007-279-M Dave Hoeschen July 11, 2007 traffic entering at the mid block access ]ocation on Buffet Way and exiting at the Eagan Woods Drive intersection were favored to provide a conservative analysis of operations at the Buffet Way mid block access iMersection. ~ C. Build Traffic Volumes The site-generated traffic volumes added to the No-Build scenario tra~c volumes resutt in the Build scenario traffic volumes, shown on Figure 7 for the 2009 design year. Intersection Oaerational Analvsis A. Intersection Operational Analysis Description The operating conditions of transportation facilities, such as traffic sig~als and stop-controlled intersections, are evaluated using current standards contained in the 2000 Highway CapaciTy Manual (HCM), which aze based on the relarionship of the theoretical capacity of a facility to the actual traffic volumes on that facility. Various factors affect capacity, including travel speed, roadway geometry, gade, number and width of uavel lanes, and intersection controt. The procedures within the HCM describe operating conditions in terms of a Level of Service (LOS). Facilities are given letter ' designations from "A," represerning the best operating conditions, to "F," represerning the worst. Generally, Level of Service "D" represents the threshold for acceptable overall intersection operating conditions during a peak hour. The acceptable threshold for a particulaz movement at an intersection depends on both the priority assigned to that movement and its traffic volume. In general, the higher the priority and the higher the traffic volume, the more stringent the acceptable threshold will be. For example, the acceptable threshold for a high-priority/high-volume movement might be "C," while LOS "F" on a low-priority/low-volume movement might be appropriate. For side-street stop-controlled intersections, a key measure of operational effectiveness is the side-sueet LOS. Long delays and poor LOS can sometimes result on the side street, even if the overall intersection is functioning well. Again, depending on prioriry and tra~c volume, the acceptable threshold for side- street LOS can range from "D" to "F: ' Also included in the results of the analysis are estimated 95`~ percenUle queues (the queue length expected to occur at most 5% of the time) reported from an average of five SimTraffic simulations. 95~' percentile queuing was investigated to determine if any safety or operational issues due to long queues at the access intersections aze foreseeable. B. Results of the 2009 No-Build Ana(ysis This section contains the results of the intersection operational analyses for the 2009 No-Build conditions_ Table 2 details the results of the 2009 No-Build Analysis: RI.K Incorporated Page 4 of 14 Eagan Iioliday Stationstore GUblideyCOmpa~iesV00i-2993d~ TxMicalDau\4~e~Report\T~cimpac[SndyMemo.doc 2007-279-M Dave Hoeschen July 11, 2007 Table 2 Results of Anal sis for 2009 No-Build Conditians Intersection Approach AM Peak Hour 2 PM Peak Hour 2 LOS Queue LOS Queue EB A 8' A 56' Buffet Way & Eagan qrg A(WBR) 59' (WBR) A(WBR) 49' (WBR) Woods Drive (Stop-Controlled) ~ A 3' A 41' SB A 13' A 6S EB C(BBL?T) 42' (EBL/T) B(EBL/T) 140' (EBL/'1~ Pilot Knob Road & ~ B~Wg~~ g4' (WBL/T) B(WBL/'1~ 15Y (WBT/A) Buffet Way ~ D(NBL) 248' (NBL) D(NBL) 54' (NBL) (Signalized) SB D(SBL) 292' (SBL) D(SSL) 126' (SBL) L Reponed from Synciua per HCM methodology. The wors[ movement LOS per approach is repoRed. 2. Most cridcal observed 95'" percentile queue by approach from an average of five SimTraffic simulations. As shown in Table 2, the results of analysis for the 2009 No-Build conditions, which includes an increase of ~isting traffic volumes by an annual gowth rate and additional traffic from potential future office developments, indicate acceptable operations far the sTUdy area intersecrioas. In particular, no individual movement is predicted to operated below LOS D and 95r° percentile queues for all studied intersections are adequate. To achieve these results signal timing split modification for the Pilot Knob Road and BufFet Way intersection aze required for both the AM and PM peak hours. This required modification is minor and does not effect the cycle length or the signal coordination along Pilot Knob Road. C. Results of the 2009 Suild Analysis This section contains the results of the intersection operational analyses for the 2D09 Build conditions. Table 3 summarizes the results of the 2009 Build Analysis: Table 3 Results of Analysis for 2009 Build Conditions Intersection Approach AM Peak Hour t PM Peak Hour ~ LOS Queue LOS Queue EB A 28' A 58' Buffet Way & Eagan Wg A(WBT) 8T (WBR) A(WBT) 42' (WBR) Woods Drive (Stop-Controlled) ~ A 44' A 43' SB A 30' A 66' Buffet Way and EB A(EBT/R) 14' (EBTlR) A(E$T/R) 24'(EBTlR) Holiday Access WB A(WBIJT) 39'(WBL/T) A(WBL/T) 57'(WBL/T) (Stop-Confrolled) ~ A (NBL) 70' A (NBR) 55' EB C(EBI./'I~ 11T (EBL/'I) B(EBL/T) 15T (EBL/T) _ Pilot Knob Road & wg B(WBL/T) 88' (WBL/'I) B(RBLlT) 15Y (WBT/R) Buffet Way (Signalized) ~ D (NBL) 272' (NBL) D (NSL) 91' (NBL) SB D(SBL) 296' (SBL) D(SBL) 130' (SBL) Results of the 2009 Build analysis indicate that the addition of site-generated traffic (including pass-by and diverted trips) does not degrade operations below aceeptable thresholds. in particulaz, no individual RLK Incorpora[ed Page 5 of 14 Eagan Holiday Stations[ore GV3oliday Compa~ias~200'/-1'/9-1M TxM1nical pata\'IrefticuteponlTnffic ImOaa SNdy Memo.doc 20~7-279-1K Dave Hoeschen July 11, 2007 movement is predicted to operated below LOS D and 95~' percentile queues for all studied intersections do not result in upstream blockages. Similar to the No-Build scenario, the analyses includes optimized splits for the Pibt Knob Road and Buffet Way intersection for the AM and PM peak hours. The proposed mid block access intersection is predicted to be operate without interference due to queuing of vehicles enteringJexiting the site and queuing from the Pilot Knob Road and Buffet Way intersection. The 95`~ percentile queue for the westbound left turn movemern entering the site ranges from 39 feet in the AM peak hour and 57 feet in the PM peak hour. The eastbound queue at the signalized Pilot Knob Road and Buffet Way intersection, which ranges from I 17 feet during the AM peak hout and 157 feet during the PM peak hour, is shown to completely clear during each signal cycle. The 95`h percentile length af 157 fee[ does not obstruct westbaund turning movements into the site ar northbound huning movements out of the site, as 175 feet of stacking space is available. No operational or safety problems are predicted due to the weaving of vehicles exiting the site onto eastbound Buffet Way to Northbound Pilot Knob Road. In particular, the eastbound through volumes on Buffet Way ate low producing sufficient gaps in traffic to allow exiting vehicles to enter the flow. Through simulation of the roadway network using SimTraffic all vehicles exiting the site at the mid block access destined northbound on Pilot Knob Road were observed to have adequate space to weave without blocking eastbound Buffet Way or queuing back into the site. Summarv and Su¢eestions The preceding analysis has evaluated the pote~rtial tr~c impacts associated with the proposed Holiday Stationstore and accompanying retail development of the Manley Commercial Incorporated site on the operations of the study azea intersectious and proposed site accesses. The following details the results of the analysis: ? To arrive at the 2009 No-Build traffic condiUOns, fwo steps were taicen. First, a 238% annnal growth rate was applied to the existing 2007 tra~c volumes and second, backgound traffic from the development of office land uses from three surrounding parcels was included. It is noted that the annual growth rate was not applied to the background traffic predicted to be generated by the three office land uses. ? All study area intusections are predicted to operate aceeptably with the 2009 No-Build traffic conditions. Changes in traffic volumes at the Pilot Knob Road and Buffet Way iMersection will require optimized split lengths for the signal to achieve optimum afficiency. Since the cycle length of the signal timing plan remains unchanged, this adjustment is mino~. ? With construction of the proposed site, two full accesses are proposed. The fust is through an extension of Eagan Woods Drive on the west side of the site. The second is on Buffet Way at approximately the mid block location between Eagan Woods Drive and Pilot Knob Road. Approximately 175 feet of spacing between the eastbound stop 6ar of the signalized Pilot Knob Road / Buffet Way intersection and the mid block access is proposed. ? All study area intersections are predicted to operate acceptably with the 2009 Build conditions. Again, to achieve maacimum efficiency the split lengths at the Pilot Knob Road and Buffet Way intersection should be optimized keeping the existing cycle length. ? In ~articular, operations of the mid block access intersection are predicted to be acceptable. The 95 percentile queues are not anticipated to impede operations or advusely effect safety. The ALK IDcoryorated Page 6 of 14 Eagan Holidey SmNonstore . G~HOlidey Compe~iex~100'1-i]9-M~_iechnicat Dau\'R~ctReport\T~c Mpad Smdy Mertw dac 2~~'Z~A'M Dave Hoeschen 7uly 11, 2007 longest observed 95`" percentile queue for the westbound lefr turn movement entering the site is 57 feet during the PM peak hour. The longest observed eastbound queue at the signalized Pilot Knob Road and Buffet Way interseciion is 157 feet during the PM peak hour and does not obstruct westbound turning movements into the site or northbound turning movements out of the site, as 175 feet of stacking space is available. ? Through simulation of the roadway network using SimTr~c all vehicles exiting the site at the mid block access destined northbound on Pilot Knob Road were observed to have adequate space to weave without blceking eastbound Buffet Way or queuing back into the site. As a result, no operational or safety problems are predicted due to the weaving of vehicles exiting the site onto eastbound Buffet Way. Thank you for the opportunity to address your traffic engineering concerns. If you have any questions, please call Katie Bruwelheide or Nicholas Erpelding at 952-933-0972. RLK IncorpocateA Page 7 of 14 Fagan Holiday Statio~sWre G~FWlidayCompaiies120W-2~9-tv~TxM1nicall~emVr~~ReportSrelfclmpaz[SmdyMemodoc ' 2007-279-M . . ~ hG~2. 6.2006 1~SSPM•~---DRKOTA CTY RHSTRHCT . ~ • I`10.846 P.2i5 ~ , ~ 2347891 ~ ; ~ g ? 3 b o ~ 1 ~ ~ ° ~ ~ ~ _ ~ D ~ ~ ~ m ~ ~a ~ ~ ~ W ~ a ~aa ~ R ~ s t" ~ W~ y~ C~ Vl ~ M c~ ° q 'pF L ~a°o ~ 4 ~ ~ p I- Q zq`n~ p ~ °w ~ !WA ' Q li ~ w ~U ~ ~ p~~3 ~ ~ I ~ ~wr~e.s COIV3E$VATT~IV EASEMENI' , ~rfns co~ts~RVaTZOrt sass~rrr;S maa~ cn~s ~6 a~y or i'~~ , aoos, betvteen &PTC DEVHLOPMP,NT, Sd.C, a Iylinneso~u Iimited ]iability compa:ty (hereiqafter ` referred W as "imndowner") and t4e Cit,y 6f ~Spgpn, a niuriiapal cotporation, otgan~ed undoC tFis ~ laws of th~ State of MinnesotA (hereinafter referred r~ as ~ite "Cih'"), WITNESSGTI-1: That the Landowr~cx, in oonsideration of the sum of pne Dollar ($1,00) and other goad and valusble consideratian, che re~eipt nnd au(ticiency of whish is heroby acknowledg~~, doss hateby grarsc and convey unY4 the City, its suecessars and assigns, a pemtanent conservatiosr easement for [he purpose of preServing and proten~ing the ~atural churacter of the area, over and aerass the following described prentises, situated w;thin Dakota County, Minnesota> cawit: Those part,5 oP Lo[s 1, 2 And 3, $Iock 1, SWE~P PLAC.E, lying southerly of the following ~ described lina: Cotnmepciq$ at tho southwest comer oP said L-4t 3; thencc Norkh 14 degrees 25 minutes ~}6 s~conds Sast, assumed bearing, along the wesr~'ly lina of suid Lot ~ 3 distant 294,98 feet to the point of beginning of said line to 6a dascribed; theace South 75 degcees 53 minuces A7 seeonds Eas[, a distance of fi t.37 feet; thence South 89 Cegrees ~ 1 l minures Op seconds Enst a dlsttulca o.° 45,78 feec; thence South 78 degraes S6 miantes 46 seconds East u d'utance af fi6,30 f~et; thcnce South 68 degrees 27 minutes I7 seconds Fiast a distance of 54~68 Peet; thence South SS degreea 3I minutea 51 seconds 8ast a distance oY 38.82 feeC; thenc~ Soath 36 degrees 45 minutes 24 seconds Last e distance of 66.7~ feet W the eastarly line of said Lot 1 and d~ere terminate• (The "Easemsnt Area"), 3ee also Exhibit "A" utmched heretq and incorporated herein. ~/~3 Sw~~~ ~ . . y~o7 s~~~~ ~ Sc.~FF~ S~~~Z~ ; . y(~11 ? MRR. 5.2006 1~iSPM DAKOTR CTY RBSTRRCT • N0.846 P.3i5 ~ . ~ , The Landowner, ~'or i[setf and ics soccESSOrs artd assigns, aovenancs a~ agress that it shal! ooc perform nor shall it give ppmission Co eny t}~ird parcp to perform any of the followino auivities within the Hnsemeat Area, without the ~rior wriuen consent of the City: A. Cons[ructing, fnstafling, storing ~r maintoining anything snade by man, including but not limi[ed to, bnilt3inb , structures, fences, walkways, clothes line poles and playground eqnipmenc; ' B. Parking of vehicles; C. PtanGng otgardens; D. Smrage of fuewood; or H, Clear-cutcing or removal of native vegetation ar trees. ~ 'the ~ndowner, for iiselF and its successors and assegns, funher coven~nts dnd agrees ' that cBe general mpography oF the &asement Area shall he consinuad in iss present condition and : no txaaYation or change in the topography s~eU be allowed, save und except as may be rcquired { by ~ny federni, state or Iocui gqvcrnment agcncy, other than the Txtndaw~er, which hava jurisdictioa over ihe Snaament Area or as authoi3zed py the City, in writing, as thc City ehali, in ~ its sole disepetion deeide is approgriaze; that no cutting or harvasting of any live t~ee or other 3ive vegGncive cover sl~all ba permi~ted except as may pe required by any federal, &~ate op local ~overnm~r~t a~epcy, other chan L,uqdawner, whlch tuive jurtsdietioq over [ha Easement Area or as auchorized py tbe Ciry, in wri[iqg, as the City shall, in Ets sole disctetion, decide is appropriate. Th3s easemapt sh~11 be effective ~rpan Landowner's exeeuttoa nacl shall contimte irt force in perpetuiry. Lsndnwner reservrss thc tigha to occypy and use the Easement Arca for ail purposes not iac4nsisteqt op irlisrffa5ng ~Vi~ the re9ttiction~ set fqrch herein. The easemept granted herettndu ' and the crovepants tontoined herein ~hall run wir~ the )~nd and sha]I be hinding onto the parties • hereto and their svccessors and aSsigns. , And the Lgpdowner, i~ succegsors and assigns, doee covenant wiih the City~, ita ; successors and ussigns, that it fa the l.undowner oF the premises aforesaid and has good rIght to grattt and annvey the ea&ement here'rn co the City. TN 7"ESTIIvIONY WHBREOF, the Lnndowner hss caused this easement ta be axacuted ss oPthe day and year ~rss ahove written~ . , ~ --MpR. 6.2006- 1~16Ph'~-DRKOTp CTY FlBSTRRCT • N0.846 P.4i5 I ; SP;C DEVELOPWIENT, LLC. R Minnesata limited lia~ifiry company gY'~..~ / ~~-7t6raJ. Tu• n.e / r $-~t~' STA'T'E OF MFNNBSOTA) )ss, COUNTY OF AAKpTA ) The forega' g'nsuum t w acknowledgad efore me is /%`~~day of ~ 2~5, by l , che i of ~pic Develnpm t, T.LC, a Mia ' 'ttd liabilit Fampany. ~ ~ ~ui~~ a. srw~ NOTARYi91dUC•MIM'72SOfA A7~mmu~nF~ras~n si.mip No[aty P lic APPROVBD AS TO FORM: t'~^'~- 'R~' ,~w.,.. ~ City Attomey's 0£fice Dated: .~'~",f ~lo~" APPRqV~D AS'I10 COhIT'ENT: ,~~ti bliC Works Departroaet Daledt 7 `~.7-05 THIS RdSTRUMENT V(+AS llRAFPBD BY: SEYERS~IV', 3YiF.LT)ON, DOUGHfiCtT'Y 8t MOL,EDiDA, P.A. 730Q Vqest i47th Screct, Suite 600 Apple Valley, MN SSt24 (952) 432-313G (RBB: 206-2285$) fiasement Na 1059 I~. . . . - ~ Z°°' R"` wa LEGEND OFt. AM PEAK HOUR VOLUMES XXX ~O PM PEAK HOUR VOLUMES XXX ~-P EXtSTiNG ROADWAY S PROPOSED ACCESS - - - " qYr~ 0 EXISTING LANES ~ NOR EXISTING STOP CONlROL ~ / 31 PROPOSED ST~ CONTROI ~ / EXISiING SIGNAL CONiROL ~ ~ - _ a-sis 63 s~ se 'r" 104 99~ ° rn 2 0~ o ~ O~ N ~ I N OD~ ~264 43 n ~ n ~ o N 124 8 (n o m_ ']9 402 131 32 O ~ 1 °~1~n 8 2 0 0 O 1 I d 31 154 112 B-~ ~n o m ~ << 229 103 9 ~ o ~ 1 8 ~ w n~ ? I00~ Q tt ~L35 BH ~ Nb ' I w J~ ~ $ n ~ / /i ~ . ~ BUFFET WAY\ CORPORATE CENTeR i .a, P SITE µ ~ p o ~ ~ ~ R PORATE CENTER ~ 0 0 81 ; AVALON AVE. m n ~ I ~ O ~ O / ~ ~ ~ Q o ~ ~ HIGHVIEW AVE. Y J w ~ ~ ~ ~ ~ W _ ~ ~ ~p- m a ~ ~ a o = 2 ~7 . ~ ~ P ~ = J~~ ~ ~ SCALE IN FEET N O o ~ EAGAN HOLIDAY STATIONSTORE Fl ~ ~9s~e~~~ ' PROJECT / °\J 2009 BUILD TRAFFIC VOLUMES zoo~2~sM ~ 6110HIueCi]eDrive•S~vvclOp.LLmcr~b,LfN55%3 m2007 `~"'"G LEGEND QR AM PEAK HOUR VOLUMES xxx PM PEAK HOUR VDLUMES XXX ~,P ~ D(ISTING ROADWAY ~ ~ PROPOSE~ ACCESS - - - ~ ~ NoR v~H~s ~ f r~ / EXISTING STOP CONlROL ~ / 31 PROPOSED STOP CONTROL ~ EXISIING SIGNAL CONIROL ~ DISTRIBUTION PERCENTAGE XX% a o 0 0 0 0 0 0 o- 95 27 6~ 59 °Y° 19 fi3-~ a o m ~ $ 0 I~ o ~ I l ~ 1~ o o_ ~ o~ y ~"o ~-2 ~ ~ ~ 0 ~ o00 -3 0 In, ` ~'i'o 0 0 1~4 27 Q ` f~ d 0 0 0 0 ~ ` 1 0 42 88 o+ -1 0~ o e ~ 1 ~ 0 0 ro a° a i , o ~ ~ D~N ¢ 46 74 Yn0 1 / I ° ~ Q 1l / ~ ,y\ w ~ / / \ I ~ BUFFET WAY \ ~ CORPORATE CENTeR b P ~e ~ ~ ` 51TE ~ U Oh, F ° ~ ~ ~R PORATE CENTER ~ ~ 0 0 0 0 L ~ N F- / ^`/^I ^`/r ~ ~ HVfiLOIV i1VL. n Q Q N 1 ~ ~ r ~ a a W p~ % ~ ~ O Q - w w HIGNVIEW AVE. z ~ Y E j w ~ Q o o ~ ~ Q ~P" m v°_ - ~ zo ~ a c~ J~~ ~ ~ ~ SCALE~ IN FEET 0 ~ EAGAN HOLIDAY STATIONSTORE s ~ ~ K ~ P6mc 95293309T1 ° ~J TRIP DISTRIBUTION/ASSIGNMENT 2007279M ~ 6tlOHkcC'¢deDeve•SmefOD.Meeemv4yMN55943 ~zoo~ Fux iNa LEGEND ~R AM PEAK HOUR VOLUMES xXx PM PEAK HOUR VOLUMES XXX ~P Z. ROADWAY ~ LANES y ~ ~ ~ EXISIING STOP CONiROL m z N OR ~ / ElQS11NG SIGNAL CONii20L 31 ~ 0 o r 4 ~ H$ n 266 {3 79 ~Z _oi°,I 128 8 N ~N- 2~ 5 ~ in n a 2 0 o p d 31 t34 a 113 8 ooa ~ 188 17 °o~ ~ a Q p Z `~m _ E o O v~ Q 189 74 n m _ C9 N p '~i ~\~w ~ BUFFET WAY ~ CORPORATE CENTFR ~ ~ ~ SITE_ ~ Q,~' ~RpORATE CENTER ~ 0 0 a - ~ ri ; AVALON AVE. ~ ~ ~ ~ ~ o ~ i H ~ p Q o ~ ~ HIGHVIEW AVE. Y J ~ o > ~ ¢ ~ C~ p w o ~ ° ~ ~P m o = = a ~ ~ ~ P ~ ~ E ~ SCALE IN FEET S 0 o K EAGAN HOLIDAY STATIONSTORE Fl 5~ o ~ ~~'s~~$v,°,~s~ ~cr ~ =~J ~ 2009 NO BUILD TRAFFIC VOLUMES 2oo~2~sM 61fO8h~eC4ckDmc.Sd¢fOD.MiveeomyD1N55313 ~2007 RLK INC. : LE(iEND * .~.t-. . . ~ _ »;ca~~, ~ ~ a~ µ ~ i'~' ~ T FUTURE DEVELOPMENT ~ ~ ~ _ " ~ _ ~ _ 'a.: . e n r~ . ~ ~ 3~'~ u ~ , ~ ' (INCLUDED IN THE NO-BUILD CONDITIONS) ~F2~3 *6 .M '~"h.;' o-T` • * ~ f~ ~ (BOUNDARIES ARE APPROXIMATE) ~ ~ i i~ ~t~Y` Y~4t4.,'~} ' M+ r~ ~ ~ ~i. 4 ~ ~3 ~ ~ ~ ~ = ---m-a~~~, y~l ;~y ~ ~ T ~ ~"L . ~k$ ~ .A i 3 ~ yL. t .+~p ~ ~ ~ rygg . r 3 _ _lY~"'ci t']Btl ~3. .i"Y ' ~ ~ ~o I e~~~ ..?I Y ~ r ~ ~ ~ ~ EXISTING EAGAN ~ ~ ' h WOODS OFFICE ~ ~ ~ ~ i~~ ~ ' , ' u ` ~ : u - ~ BUILDING ~ ~ { ~ . '~t , y ~~f i ~ .cz~, i - _ ~.~4~ a f Sv ~3zc ,k 1a u~~'~ ' . fr{~I~`~ tc ~s~. ' i r~ , .ws~ ~ + ~ ~ ~ ~,~,w: ~u. a. Q ~ ~ i+, ~x ~lv?r ~ ;`s~ ~ ~n _ ~ -r ~ ~ 3~t w ~ ~ ~ ' . ' " ;~r . y1~ . :c C . ~ ' ~ ~ R #W~~ a~ ~~e~y~ ~aG m ~ ~ _ ,4 . '~~25,00~ ~SF , ~ ~ ~ ~110,000 SF OFFICE SPACE ~ ~ ; ~ OFFICE SPACE UNIIED PROPERIIES ~ - a a `...U-'~ - E ~ ~ ~ . ~~'t .g ~ Q - ~ ~ ~Q ~ ~""t =i . : ~ ~ = * ~~i~ a Iha'~ i'~~ ~ y>~ o ~ ~ ~ ~ ~ , A+~~ ~a ~ ~ r 't ~ ~rO., O Y x ~ ` ~ ~ ~i. : ~ ~ ~ ~ l,~~ ~ t p . ~ ~ ~ fi k ~a^ 1'y:, HN 3 : y' . +re C"M I ~ ~ 4 ~ A ! fi ~ I~ ~ ~ ' ` ~ ~ ~ ~ 4'EXISTING VENTURE~~' ~ ~ a ~j % Y~=~,~ . ~ ~ ~~tt~ ~ BANK ~ ~ - , - ~ ~ ; ~ ~,w~ o ~ a R ~Y ~ i o ' ~ ~ _ '~..z.v-c '~y.,.~.y ex ~ ' ~ ~ a ~~t = .i, e ( f ~ ° EXISTING OLD ~ ~ n~ ~ BLT~'F~T 1fAY~ ~ ; Afg''~ . ~ ~ ' COUN7RY BUFFET , ~ ~ ~ , • 3 v r HEADQUARTERS : F~ y f : C ~ ~t ~ 1 G~~r~ ~3t a ~ r~rF, ' ~ x~ ! ~ .t o, ~ ~..t ~ ~ g @ ~ " 5~~ N ~ 3~~ ~ f~.:~.x+' £iFa. ~3 ~ ~ ~ ~ ' ~ < r ~ ,1 ~ ~ } 0o i ~rt.n . rt ~ s ' t ~"i~' ~ r,- d ~ ~ ~ ' ~k ~c a ~t r~ ' _ ~ ; ~ "a - ~20A00 SP ~ • ~ ~ ' ~ OFFICE SPACE ° ~~~.,;s o ~ ' ~ _ ~ ~ - de t~ 4 e~'. i,~~ 0 200 ~ . " I ~ o SCALE IN FEET ~ ~ EAGAN HOLIDAY STATIONSTORE Fl 4~ s ~ o ~ ~'ss~z~~z,°~~ rRO,~cr ~ POTENTIAL FUIURE DEVELOPMENT 2oo~2~sM ~ 6110HAeCudeAivs.S~rei00.Mieeeemb,NN55343 I 0zoo~ wc wc. LEGEND O~. AM PEAK HOUR VOLUMES XXX Q PM PEAK HOUR VOLUMES XXX ~.P~ IXISTING ROADWAY ti EXISTING LANES 4 O EXI511NG STOP CONTROI ~ z NOR IXISTING SIGNAL CONiROL ~ 31 o S o - 4a~ ~s ° ~s aea ~ 122 8 ~ o N~ 8 2 f°~° ~ d 30 147 O o~ O 8 2~ 89 5 a 8 7 m m m z 91 4 E ~ ~ Xi ' o \ o BUFFET WAY G CORPORATE CEN7'eR ~ y; ~ ~ SITE ' ~ U p~? e ~ ! ~RPORATE CENTER i S - 31 ~ ~ AVALON AVE. ~ ~ o ~ ~ r ~ n W m Q i ~ ~ O J - ~ ~ HIGHVIEW AVE. Y ~ o W w ~ a ~ > c~ o w _ ~ J m o ~ ~ ~P o = _ ti S ~\~'P~ ~ E ~ SCAI:E IN FEET 0 ~ N o ~ EAGAN HOLIDAY STATIONSTORE 3~ ~~'s~ss v',°; ~ Pao.ecr / °\J ~ 2007 EXISTING TRAFFIC VOLUMES 2oo~2~sM ~ 6110 Hdc GNc Udac • Sm2100 . M~sonkn~ T1N 55543 . . 2007 RL1C INC. 31TE DATA GAS STAiION N7TH 12 FUELING CONVENIENCE STORE POSITIONS VENTURE BANK DRIVE-THRU COFFEE SHOP 1.675 SF ~ OFFICE BUILDING ~ I RETAIL 2.925 SF i TOTAL SITE ACREAGE 2.7 AC t PROPOSED ~ FULL ACCESS PROPOSED FULL A~CESS \ OLD COUNiRY ~ BUFFET 1PAY 175' ~ BUFFET o HEADQUARTERS _ , ~ t' - - m m = N o ro > ~ ~ y 9 n ~ ~ 'J ~ W 4 ;j ~°c „i~tii eb 4 Oy { 3 + t ty °o a ~ _ 6.600 SF ~ N ~ 8 » ~ N b ~ s ~ I~ ~T~. } 0 ; ~ 6 ~ ° ,s~~ w o ~ ~ ~ ~ xo ° iii~~i ' ~ ~ EXISTING SMALL ~ N BUSINESS 0 100 N a _ SCALE IN FEET ~ ~ ~ ~ EAGAN HOLIDAY STATIONSTORE ~ 2 ~ 12LK E~ CONCEPT SITE PLAN 2oo~2~sM 6~,OHbetld,Lldve. b~iOD. ~1N, SS,N 0z°°' R`"'"~. LEGEND SiUDY AREA INTERSEC110NS Q O~ El(ISTiNG STOP CONTROL ~ ~P~ EXISTING SIt~IAL CON'IROL ~ S ti ~ O ~ z NORTHLAND DR. / 31 / ~ 0 ~ 0 0 } o a ~ a ~ z Q c~ ; Q BUFFET ~ WAY CORPORATE C~N~e~ f ~ ~ ~ ~ ~ ~ SITE ~ ~ O'Q ~ ~'y ';hr ~RPORATE CENTER ~ i 8 a _ ~ r ~ AVALON AVE. ~ ~ o N ~ n O Q] O O ~ ~ HIGHVIEW AVE. Y w E ~ ~ ~ ci ~ ~ ~ W ~ ~o ~ ~ - PROJECT LOCA710N: ~ I ~ ~ ~ DAKOTA COUNN - ~ CIN OF EAGAN S E SCALE IN FEET n° p EAGAN HOLIDAY STATIONSTORE ~~t ~ o ~ ~`$¢~~°,"3 ~~c f ° \J VICINITY MAP 2oo~2~sM ~ 6110ffieC'vdcDrivc.5~/00.LfivcronkqM~~1SSi43 . . ob Road. igen 111055122 Phone (651) 675-5675 Fax: (651) 675-5694 Date: Tenant: IAN 0110U Use BLUE or BLACK Ink For Office Use Permit #: l 1 1 1 W (CO o' Permit Fee: Date Received: Staff: 2013 COMMERCIAL PLUMBING PERMIT APPLICATION mit two (2) sets of plans with all commercial applications. 1 i Site Address: 214 AP b a r,W c b ds 14Cti dc« 1 5-+r-) or, ttox-e gyb b Suite #: J CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to reeve locates of underground utilities. www.aooherstateonecail.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x (-j Ford Applicant's Printed Name Applicant's Signature Page 1 of 3 Name: Phone: Name: ' M-6{YO-r-PShyiu 14-61) (kchanIca ( License #: 10 C Co( -Roci'ZIP rnb5N7co Address: 3 / 222- Cedar Ckee K Rd City: Of ncKl-eL $ State: 1110 Zip: 5 -1.3') Phone: c -e r 2- 2.2 I - Sid g g' Email: -e-fro 4-05fi n , Lc c cc. • u c Lc() _ New Replacement Repair Rebuild Modify Space _ Work in R.O.W. _ _ Description of work: ?-e to 1.,e,i I'd P te% Beruc-(1 o vt) COMMERCIAL New Construction Modify Space _ _ Irrigation System (_ yes / no) (i 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 oickina UD meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers Yes No COMMERCIAL FEES $55.00 Permit Fee Contract Value $ 4C36-; (36 x .01 Minimum 5S 00 *If contract value is **If contract value is ***If the project valuation = $ Permit Fee LESS than $10,010, Surcharge = $5.00 = $ S. 0 0 Surcharge* GREATER than $10,010, Surcharge = Contract Value x $0.0005 p b is over $1 for Surcharge = $ 0TOTAL FEE million, please call Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to reeve locates of underground utilities. www.aooherstateonecail.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x (-j Ford Applicant's Printed Name Applicant's Signature Page 1 of 3 City of Eapi 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use 13LLP Permit#: Permit Fee: Date Received: Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION 0 Please submit two (2) sets of plans with all commercial applications. Date: 5-4-2016 Site Address: 2660 EAGAN WOODS DR. Tenant: HOLIDAY STATIONSTORE #r L/0 Suite #: Property' Owner , ��U Name: F i i C l —) i —.v C7..A1 i e`.. Phone: '1 /5,4 ?C-; c6-20'0 Contractor Name: MID -CITY MECHANICAL CORP. License #: PM063619 Address: 9103 DAVENPORT ST. NE City: BLAINE State: MN Zi 55449 Phone: 763.786.8617 Email:mike.1@midcitymechanical.com fiXpe o Word New ✓ Replacement _ Repair ® Rebuild _ Modify Space Work in R.O.W. Description of work: Water piping for the replacement of the carwash equipment. F&I (1) new RPZ Perm1Type COMMERCIAL New Construction X ' Modify Space Irrigation System ( yes / _ 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: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes No COMMERCIAL FEES $60.00 Permit Fee Contract Value $ 6,000.00 x .01 Minimum,_120.00 $60.00 PVB/RPZ Permit Surcharge = Contract If the project valuation $ Permit Fee (includes State Surcharge) = $ 3.00 Surcharge Value x $0.0005 123.00 is over $1 for Surcharge = $ TOTAL FEE million, please call Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ 0 Water Permit Department, (651) 675-5646, for required fee amounts. $ 0 Treatment Plant $ 0 Water Supply & Storage $ 0 State Surcharge _ $ 123.00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that l understand this is not a permit, but only an application for permit, and w.rk not to s" i"' that the work will be in accordance with the approved plan in the case of work which requires a review and approv of pla s. da,` x �J- PO ca?...+/ Applicant's Printed Name FOR OFFICE USE Required Inspections:` - Meter Related Items:: nder Ground pproved Rough -In Air Test_ Gas, Test eter Size . Radio Read Manometer x Applicant's Sig = ture Use BLUE or BLACK Ink r O For Office Use 47 a:i 9 Permit#: ? iii. : � �3. �» > Permit Fee: C qt o '" g ::Rv \\....s..........._ 3830 Pilot Knob Road I Eagan MN 55122 J Phone:(651)675-5675 I buildineinspections(6 cityofeaxan.com 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: CI I Site n i I Address:'(i, ..i2h--e6 '-� 1 }C; \_) l V L Tenant: \ •C' 1 t_ `-)�-i --JP,.. i (, N-- ' ` Fir.) Suite#: Property Owner .: '', ^ Name: Phone: Name: () 10, 'nkk k '\ t\--kC Q'31 License#: eM G ' Contractor Address: <� �L7 �Y}t1C `>* �, �C "'Y I1City: 1� ytS. State: 1�� iZip: ,��(/L(j Phone: 7(�_?� 7�"ic F i Email: Lttro >c��14- i)v G iYi iCC c>� uccfQ New Replacement _Repair C—'Rebuild —Modify Space Work in R.O.W. Type of Work : — — \ — s Description of work: 1 )fpL \\C L...� COMMERCIAL _New Construction _Modify Space Irrigation System(_yes/___no)( RPZ/ PVB) • Rain sensors required on irrigation systems Permit Type • 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 uc meter. Domestic:Size&Type Fire: 1 . " Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) =$ Permit Fee Surcharge=Contract Value x$0.0005 '$ Surcharge 1x,71 If the project valuation is over$1 million,please call for Surcharge $ L' ' �' / TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage ._._._.._ .___� .______.___.___.___W. _. _._ _____. $ State Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454.-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that t understand this is not a permit,but only an application for a permit,and work is not to start without a ermit that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Apce nt's Signa ure FOR OFFICE USE �'`� Approved By, , Date Required inspections x Under Ground Rough in -Air Teat 'as 'eSt Final `�`1 PRV Required ,res fO t Meter Related Items: Meter Size Rada Reid Wani3rr eter" Staff ,. .. Page 1 of 3 1 For Office Use s � Permit#: I c.d19447 4 % t taro ''''‘‘I °'114r# . - `. .�. 1 r . '1- Permit Permit Fee: (0C)• - 1 ,. O L T 0 5 2018 Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I 'a ment Recvd: )(Yes No (651)675-56751 TDD:(651)454-8535 I FAX: (651)675-5694 Email: buildinginspections@cityofeagan.com Plan • Electronic Paper Plan Submittal:eplans©�cityofeagan.corn L._ ., 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: (k \‘S) Site Address: c' Ui C . .-- ►` ,'o,, � ;I< ,Cki) D c \\,.)'-e-_— Tenant: \ \A(- LA % Suite#: Property Owner Name: Phone: Name: P"\la -C.C-- ( '`,-(-.0 • .-Y\t C:4`„.k..,:.,(, License#: P I'' (,(r% L I 9 im Contractor fir st Address: r i. `- I.i t c, G I j { �. ^{\ C1 �`�i#y: °11 State: 1� .Zip: �7'�[ Phone:'--21,' ) ii% Cl Email: ct •• 1 (I Fly Yl c )r. 2srvt 2',,'L2;tl . CA,rrvl T e of Work New Replacement Repair Rebuild Modify Space Work in R.O.W. Yp ,> Description of work: C-�c, �C -s,..4 (. ,•� 12 ( � `ar t -j - ,; -7L:' \D a>\C.. , COMMERCIAL New Construction Modify Space Irrigation System( yes/ no)(c(RPZ I PVB) • Rain sensors required on irrigation systems Permit Type • 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: 1 Avg.GPM High demand devices? Yes No Flushometers Yes No COMMERCIAL FEES Contract Value$ l i i rd-, 00 x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) _$ C4 C'. L) Permit Fee =$ , 5 7 Surcharge Surcharge=Contract Value x$0.0005 ^� If the project valuation is over$1 million,please call for Surcharge =$ �-�'L' ./ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage -- - - — -- -- $ State Surcharge _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accor ith the a ved plan in the case of work which requires a review and approval of plans. r) - f\ ') ' (--' t tTh-,.- x Applicant's Printed Name Appli is Signa ure V. FOR OFFICE USE Approved By: -f-4) Date:/a f" rir Required Inspections: > Under Ground Rough-in Air Test ' Gas Test Final PRV Required: Yes - No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 �--� ` For Office Use / rKr-4 � .�...�rI Y E Permit#: j 5-D-1.0101 C�' . .,'" ,,0 ®CT 25 2018 Permit Fee: Staff: f\''C\ L 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Payment Recvd: Yes 'r. No , (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Email: buildinginsoectionst cityofeagan.com Plansr Electronic Paper Plan Submittal: eplansCa�cityofeagan.com _ 2018 COMMERCIAL PLUMBING PERMIT APPLICATIONf >-t ElPlease submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, ( submitted via email, CD or flash drive Date: Site Address: 6 0 V7-‘,/t3,41,\ .}r dS1 Jcf te- Tenant: Suite#: Property I Owner Name: k) 1,`dc.. Phone: i Name: r,ct�/ (Y r Le„c +c- ( .1_r C. License#: 06,7)S2-I 'k j I Contractor ,/ Address: [kc r ,1 r' 1.1 City: 0�' da-�'Y\ State: 1}x/1, Zip: .cc�rt Phone: '`(5.2.^ 3 '3 / Email: e re r\ —New v Replacement _Repair Rebuild _Modify Space _Work in R.O.W. Type of Work 1 Description of work: now L' eclC O4T c nl( - YZ-k i.3. ager .--6/ sori.a r►‘c.c.L,.e i COMMERCIAL _New Construction > Modify Space I ! _Irrigation System( yes/_no)( RPZ/_PVB) 1 1 • Rain sensors required on irrigation systems Permit Type • 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. I. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices? Yes No Flushometers_Yes_No COMMERCIAL FEESContract Value$ -�uc�U x.01 1 S 1' $60.00 Permit Fee Minimum I $60.00 PVB/RPZ Permit(includes State Surcharge) =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage i I — -- - - -- — -- $ State Surcharge _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeanan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. f X �ei y Cet414 e x Applicant's Printed Name App' ant's Signature FOR OFFICE USE Approved By: Date: pLs�f� Required Inspections: 13 Under Ground ugh-In YAir Test Gas Test Final PRV Required: Yes No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 For Office Use_ ` OCT 0 4 201$ f] D Permit#: % Permit Fee: V J Staff: Payment Recvd: _Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Plans: Electronic Paper Plan Submittal: eplans(a.cityofeagan.com L 2018 COMMERCIAL BUILDING PERMIT APPLICATION r��nS 10/3/2018 2660 Eagan Woods Drive, Eagan MN 55121 Date: Site Address: D Tenant Name: Holiday Stationstore #400 (Tenant is: New/ ✓ Existing) Suite#: 1 Former Tenant: Holiday Stationstores, LLC Name: Phone: 952-830-8839 Property Owner �� 4567 American Blvd W, Bloomington MN 55437.' Address/City/Zip: Applicant is: ✓ Owner ✓ Contractor Type of Work Description of work: Updated the checkout and drink bar area Construction Cost: 15000 Holiday StationstoresName: License#: Yr, 4567 American Blvd W Bloomington Con tactor Address: City: �' State: MN Zip: 55437 Phone: 952-830-8839 Tim Kiczula tim.kiczula@holidaycompanies.com Contact: Email: ;! g * Name: Registration#: Archl#ect/Englneer Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: TBD Phone#: NOTE Plans and supporting documents that you submit are consiidered to bei ub#c information Portions of the information m be r',,, classiied as non-public tf y©u provide specific ason`that would emit the its/'o co clude`hat th are de secr#tit f f ,;; :,;;,,;�,. ,._,,,,, „<,.:.-�; x,/,.,,,,,, ;,;.�, �c�..�.,�r�� ,,,.c:�� i/r.;,.,r..,, r>i, ,. .r.��.�„rfe/''�''','rf�/.,:�ir,'i�.,�,�c.�F F�.� �, ,, „�r.?r'�.,�F,;fv��///�//./;,°�,��' You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaban.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xXj Tim Kiczula Applicants Printed Name Applicants S' nature O NOT WRIT9 BELOW THIS LINE GS:?';"d3 SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments .-' Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New ✓ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace Water Damage Fire Repair Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation /Si roc " Occupancy ik- ', MCES System V' Plan Review Code Edition 2.c MfNe. SAC Units G/.No caf+ ✓ jnsuS -ee.-acc..t.,ra (25%_100% v ) Zoning 'Ft City Water Y" Census Code Stories Booster Pump #of Units Square Feet 5-3€b PRV #of Buildings r Length Fire Sprinklers ' Type of Construction 7r-6 Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation Ice&Water _Final Meter Size: Siding: Stucco Lath Stone Lath _Brick_EFIS Electronic Set of Final Revised Plans Windows Fireplace:_Rough In _Air Test _Final Final/C.O.Required Pool:_Footings _Air/Gas Tests _Final s-" Final/No C.O. Required Final C/O Inspection: Scheckil ire Marshal to be present: Yes v No / Reviewed By: r , PlanningNew Business to Eagan: A10 �.. 9 Reviewed By: ;r-AfC , Building Inspector FEES Water Quality Base Fee 26 ~ '0' Storm Sewer Trunk Surcharge 7. 4-C Sewer Trunk Plan Review 1 7 2-- 51' Water Trunk MCES SAC -- Street Lateral City SAC 'a_ Street S&W Permit&Surcharge Water Lateral -- Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: i 4¢5 .V 8 Page 2 of 3