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Building Permit 09.0765 + 999 993 971 765 1020 1032
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' ea ^C ZZ p Z V N N< ^ pi o z 1 o a ~ I- �LtiCl a � N 0 z Z tJJ y V 0 J 0 CO — w 0Mt a' o A ui I- (r) w 0 � y 0 0 0 V V az < 0 a 0 000❑❑ V ❑ ❑ c i w r 1 1 of PR /p CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd 0 TEMPORARY CERTIFICATE OF .ZONING COMPLIANCE Q 0 AND UTILITY CONNECTION PERMIT / - 9 U M:fNNESOlP I. white File 2. pink City ` / / PERMIT NO 7/ �� �� 1 3 Yellow Applicant vv (Please type or print and sign at bottom) ADDRESS g004.1 17••t011Y AV ZO G (offs e 645 >&ooDt -Ji s 6....2--- LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID , 130. 055, Z OWNER / A�- (Name) Biu�.l� Cif -el<S/ 4. L. Le- (Phone) qSZ- .o-6` o (Address) 2, et/ l-J . C©Vt-CT's( P4 42_ tfr 7d C bit4s Ill LL. tit'. / -I Sc 6 ( C o BUILDER - U'Le / (Company Name) �� CO (Phone) q � (Contact Name) t Psi GEM L-T Z (phone)rat 61 L 3'I304 (Address) :mq 1,4rE r` . .tJ/■./T7 g, 4i go is uiu /`('. -1 • TYPE OF WORK ' WORK IC New Construction ❑Deck ❑Porch ❑Re- Roofing ❑Re- Siding ❑Lower Level Finish ❑ Fireplace ❑Addition ['Alteration ❑Utility Connection CODE: ❑I.R.C. NI.B.C. ❑ Misc. Type of Construction: I III IV V A PROJECT COST /VALUE $ Occupancy Group: A B E F H I R S U (excluding land) Division: 1 2 3 4 5 1 hereby certify that I ha furnished informat.n on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-ment • • .' prope ' and . at all cons• ction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official c . e this ! rmit / just caus. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed 1 specti ns. X 1h 01 gnature Contractor's License No. ate Pe it Valuation I $o,0 f�+D, ° Park Support Fee S SO #4 $ -3 4,9o. - Permit Fee $ 13 ' . Z 5 SAC Z a � - # $ $tea Plan Check Fee $ S Water Meter Size 5/8 "; 1 "; `f $ State Surcharge $ 1 1 34 . Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # it $ 0 � I Sot). - '�i Plumbing Permit Fee $ ,. Water Tower Fee 44 $ '4' OOD. i0 Mechanical Permit Fee $ Builder's Deposit $ • Sewer & Water Permit Fee $ _ Other $ Gas Fireplace Permit Fee $ - TOTAL DUE 101010 / $ 44, 0 q . This lic ' e .1 I, Yo t Building Permit When A .. ro d Paid 910 / / G ( ReC t No. D.? Date `U,6 1/? B • i / i Buildine (Alicia 4 ate This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. , /0 — -D 9 Sea- fit. - �/ , 'arming Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 Oi - Ripe? Date Rec'd ~ CITY OF PRIOR LAKE ? 22-.._ O SEWER AND WATER PERMIT /- INvNES P W/ 09, 0765 t. Green Fite 2. Yellow City PERMIT NO • O 9 D 7 5¢ 3. Gold Applicant (Please type or print and sign at bottom) row ZONING (office use) 6 Se0 13 00biN 3Y22 g,5D (ceo.sseo ADS / i - /L. LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID 25 pa 0,542- ( O Na WNER EPA 0 eV6L OPP ?6 V / (Phone) (Address) (Address) (City) (Zip Code) APPLICANT ) . v q 1716 0 I 57 4 to C V 1 i r 1 .# . l soy /I vs a -) Chtt leor { 5T 3 7 C i —}� (Address) (City) (Zip Code) 0 (Phone) t `� I- °— Fi l n I A,0*,..orris AK,/ AL v 9 a 0 1 APPLICANT PLEASE COMPLETE BELOW Size of water service inches. Location of any couplings from structure feet. Type of sewer pipe. ❑ ABC ❑ PVC ❑ Cast Iron Estimated length of sewer line feet. Clean out (if required) located at feet from structure. FEE SCHEDULE Residential sewer and water line connection $51.50 Industrial, Com'l & Multi- family 1% of job cost with a $51.50 minimum Sewer connection only $25.50 Water connection only $25.50 Building Permit # SEWER AND WATER PERMIT FEE $ ,4/0D. 0O STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ • (Office Use Only) Permit Your Beco es on (�l`l P ' / ' 7 S, f _,IA- This Application B Y Building Pit When Approved Paid Rec 4 , 1F 0. �.., Ztf/v /ffd .5� S$9b/ 07 `. dine Official / ate 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 (s..' PR f0� Date Rec'd CITY OF PRIOR LAKE PLUMBING PERMIT ''30 4 0 z.-.) � h7 �r/'NESO. 1 • , 0 Ci,og Poi s 1414 A-L SHELL i cog cey PERMIT Nr k /, 3. Yellow Applicant (Please type or print and sign at bottom) ADDRESS ZO 1 G (office use) 4f 40 80VA i SS Przac Ce- K42_ ,n,v LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID (Name) EFN e 0 (Phone) 7) 8990 Cfp V SO (Address) aggg 0 R Ya k) APPLICANT (Name) I )ei 6C6+ Al ecJ14 y1 t'C4 (Phone) (SI tic t-1 “y5 (Address) 575 I rnri ehal 4 V kl . X1.,1 MN. 55103 (Address) (tity) (Zip Code) (Contact Person) L14' C66, c .T (Phone) b5 I T7 S g 6 5 D APPLICANT SIGNATURE �..•V - ��� DATE /0 09 01 APPLICANT PLEASE COMPLETE BELOW Quantity Type of Fixture Quantity Type of Fixture Bath Tub with or without shower 3 Ratxgtnins— Wei L t-. 14 V a (ti# 4 TS Dishwasher Water Heater i Floor Drain Water Softener Lavatory (Bathroom Sink) Stand Pipe (Washing Machine) , Laundry Tray (1 or 2 compartment sink Sewage Ejector Shower Stall Backflow Assembly Sinks Backflow Assembly Test Bar Sink Lawn Sprinkler Water Closet (Toilet) 1 0 1 Other koaF DeL,AcNS 1 X/4 c 7 44 4 i- J $IENtTr1etY Sdwelf 4Ns W*Trte A arra J-i.s Soil FEE SCHEDULE rite /3ta OXIV (- Industrial, Commercial & Multi- family 1% of job cost with a $39.50 minimum Residential, New One & Two- Family $99.50 Residential, Additions & Alterations $39.50 p Estimated Cost $ 6 t C) � O Building Permit # PLUMBING PERMIT FEE $ &SO dO STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ 4 Bo. Sv el e (Office Use Only) (,�Ieirf+. /3671f This Ap • C41 a 0 y 7-� Becomes Your Building Perm hen Approved Paid Rece t No.s -9Z5 -7 f I 4 ;II f _.......1 0 Date U V `� V 0 30. Building Official ate 11 ,30 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 $14 'o f ■ it l 0 P II* 311; C I ‘ 1 ‘ 11. fil 4 4 K )1 P"4 CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd e TEMPORARY CERTIFICATE OF ZONING COMPLIANCE F AND UTILITY CONNECTION PERMIT U F - oe. -T 4,40,ESOtp. I. White City 3 2. Pink City PERMIT NO. . 3 Yellow Applicant 1 1 (Please type or print and sign at bottom) ADDRESS , ZONING (office use) CO SO BO , ( EZ LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER e 14 Co 2' 3 O• 50 (Name) q 9 Q • (Phone) .(Address) i t L l Cr eD .4z v.) T3 3 RNSV t t.c.‹ (IN BUILDER -� (Company Name)-TA-1 RA 45tJ 1 Q (,G(, ' (C/- L (Phone) 5 (Contact Name) }- w (Phone) S - Z8e ' oil 1 (Address) . t l lN1Jf' AJ6 _ v" Sr, r4.,0. tal 14 55 I ®3 TYPE OF WORK ❑ New Construction ['Deck ['Porch ❑Re- Roofing ❑Re- Siding ['Lower Level Finish ❑ Fireplace ['Addition ['Alteration ['Utility Connection n tot '' 4 / CODE: ❑I.R.C. ❑I.B.C. ❑ Misc. C [ / � W V Type of Construction: I II III IV V AB PROJECT COST /VALUE $ Occupancy Group: A B E F HI MR S U (excluding land) Division: 1 2 3 4 5 i hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above- mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X Signature Contractor's License No. Date Permit Valuation Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ Water Meter Size 5/8 "; 1 "; 10 $ q i State Surcharge $ Pressure Reducer $ 4.. -, S Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplac • ermit ee $ TOTAL DUE $ 1 3 > � N 3LW #I r This App r , B. t • • i II , ing Permit When A ' ved Paid I . Q, d • Re. Nos '. Alt P O Date "=` „ 1 _ q-. 0 By Buildin" OBI: • Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 - 9850, fax (952) 447 - 4245 4646 Dakota Street Prior Lake, MN 55372 (.1pRr CITY OF PRIOR LAKE Date Rec'd � HEATING /AIR CONDITIONING /FIREPLACE PERMIT ke q9 -075 U �JNNEsoo 1. P File PERMIT O. /� 2 v 3. Yellow City w Applicant `� � � ( 7 (Please type or print and sign at bottom) ADDRESS ZONING (office use) LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) (Phone) (Address) Z3 O \ 'MD 7- APPLICANT (Name) 1> Irk N tl-° -1 "A 1 ' (Phone) Q05-1 1 4 —' 4 G g-5 (Address) `j •1 I -1 1J :\ q)4 -A p V t (Address) (City) (Zip Code) (Contact Person) 1-7 l C ' — 'Q.) (Phone) 6) 1 '&1 z _) a1 APPLICANT SIGNATURE DATE I —1 4)i- / o l APPLICANT PLEASE COMPLETE BELOW NEW CONSTRUCTION ❑ REPLACEMENT ❑ ALTERATIONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE: Air Conditioner ❑Warm Air Plants ❑ Steam Units and Fireplaces Cannot Encroach ❑Gravity ❑ Hot Water into Required Side Yard Setbacks. ❑ Mechanical ❑ Radiation ❑Air Conditioning ❑ Special Devices Fireplaces with Box Additions or ❑Vent. System 0 Other Devices Cantilevers to the Outside of Buildings Require a Building Permit. FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial, Commercial & Multi- Family 1% of job cost Residential, Gas Fireplace $49.50 $49.50 minimum Residential, Heating & A/C (New Construction) $149.50 Residential, Additions & Alterations $49.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only $49.50 Estimated Cost $ i° pc- Building Permit # HEATING PERMIT FEE $ 1. SO. STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ 2 5 0 . S© (Office Use Only) This Al ' % : J Becomes Your Building Permit Whe Ap roved Paid „f g Receipt No. 2 � 4 ii / ' t 1 1 1 ► . - tZ q Date X2 By AN Buil . ne i filo - Date 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 7 of pR ' O R CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd c �. � TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT `' r �:'VNES��P TSf A d - t o y 7GS " A 1 i . White File PERMIT NO. g.. a . 0 1 Pink City 3. Yellow Applicant �, (Please type or print and sign at bottom) ADDRESS t ONING (office use) c 1NC'S 6.TR Lb k.r; PvovulN S'r ,pgkkft LakE. LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER q (Name) ,OV1>/ 4,) L go SS 1 n) 6's t-:►C. (Phone) 15Z 8a0 c,ysc, (Address) 02999 tv. GO r b 42 1 Su/Lusk) / &La M N S SS O Co BUILDER (Name) S kW../N F /2.5-- 'Fri-err 1 . LT / O 10 i G. (Phone) ?C+3" yZS • 4 / 4 1 Y / (Contact Name) JAS61V r AG k (Phone) 94 r• /ZS ' 'W / *4/ (Address) I 0 100 7314, AV f . NO '} 1 Su I'T E . 4 I'�-AtPt, E. G Zc E 1y N $S3 6 °/ TYPE OF WORK ❑ New Construction ❑Deck ['Porch ❑Re- Roofing ❑Re- Siding ['Lower Level Finish ❑ Fireplace ['Addition DAlteration ['Utility Connection Misc. F / LE. J R 7'F C.?' (a N PROJECT COST /VALUE (excluding land) $ I) , COO I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above- mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or S. designee may enter upon the property tfl ne nspecti ons: c • 008 Iz• j. u009 Signature Contractor's License No. Date Permit Valuation 4I 000* (PO Park Support Fee # $ Permit Fee $ 581.15 SAC # $ Plan Check Fee $ 3 8a. oq Water Meter Size 5/8 "; 1 "; $ State Surcharge $ 20 .50 Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE 617, $ 99" 0. z 0 0,1, .li ; on : Your Building Permit When Approved Paid ! / R ipt No. � .....,,, ,4710, I Date /2,/7, G y Ple J Bui din re fficial Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 ^ '^'`� ., . • . . • • • `. ` ' . • � ° `^ ' • ` , ^^ • • • • ` -^ ` ` ` ' ' '^' `- � ` ^ ~� . ' • � .� ` �� ^ • ' , ' ` .' ` ~� . ^ � ,` , ` • `� ~ , ^ ', .� `.`^ • ' • ` `.4. • • `' ` '^ ' . .' F . 4 'a 4 ~ ^ * ^ ^ , / ai riti ° �P CITY OF PRIOR LAKE BUILDING PERMIT, Date R ec' TEMPORARY CERTIFICATE OF ZONING COMPLIANCE DEC 0 7 20 Z e. AND UTILITY CONNECTION PERMIT I. White Fib ` Ii« ,_ Pink city , 3. Yellow Applicant PERMIT NO. 0y s V (Please type or print and sign at bottom) ADDRESS ZONING (office use) 6880 Boudin Avenue LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PM W ER Boudin Crossing LLC (Phone) (612) 363 -1304 (Address) 6880 Boudin Avenue, Prior Lake, MN 55372 B UILDER Wellington Security Systems alk ( I`Ie) (Phone) 8 2 2- 4 0 94 (ContactNa�Ile) Seth Stiebinger (Phone) (612)282 -4780 (Address) 4 E Diamond Lake Road, Minneapolis, MN 55419 -1923 TYPE OF WORK 0 New Construction °Deck °Porch °Re- Roofing ORe- Siding °Lower Level Finish 0 Fireplace °Addition °Alteration °Utility Connection El Misc. Fire Alarm PROJECT COST/VALUE (excluding land) S 1, 599-00 I hereby certify that I have fhrnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above - mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. - I am ware that the buil • . , i . cial can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may inter .f X _ .-' _ '%1111/1111r 7500657 12/1/2009 Signature Contractor's License No. Date Permit Valuation 11 / 10eo s Oo Park Support Fee # $ Permit Fee $ ! G0e ?S SAC # $ Plan Check Fee $ 39 .441 Water Meter Size 5/8 "; I"; $ State Surcharge $ e TEL t) Pressure Reducer $ Penalty $ City SAC and WAC # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas F /► ; • Permit Fee $ TOTAL DUE i„ ` it. $ /Q/ of .. - Your Building Permit When Approved Paid / 0 /, 01-- • No. �yZ Y es O A Z a m Date /Z. / I3.0 B Buil•',,'_ Official This is to cerdty that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (452) 447 -4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 4 • 4 n e • n TS 1< 1S 14 1 ' 1' 1' . 1S 1S TS ?S ?S ?S :1C 1S 1S 1S 1S 1S 1 1< 1S 1S 1S 1S 1< n / x 1` / ' anfifti afr o ® xpanc r o` CITY OF PRIOR LAKE x Prparfnirnf of Puilhing nsy� firm �; . . ❑ Final Permitted ❑ Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 110 of the ❑ Residential / ❑ International Building Code certifying that at the time of issuance this structure was in compliance with the various o'' ordinances of the City of Prior Lake regulating building construction or use. For the following: y , Use Classification �� P.OMrfE2Pil R L Bldg. Permit No. 3 0 g 07(o$ "= Occupancy Type I�. T 'be Construction VA Zoning District C 2' s >r Legal Description �Z i Owner of Building Site Address 900 BOUD /A/ ST. . : f Contractor's Name & Address 6FR CO. , 29 GUEST ay AO. 4Z, '�eCZO&'i ,$Uie11ISV/ ZAVAIEZ D. 16 TC ✓NS City Planner >'' Building Official Date: Date: ' ∎ POST IN CONSPICUOUS PLACE A .. J uVuV uYuuuuuuuuuuuuuuuYuuu uuuuuu / b X A nn; 1' XnX1 1\1' /' X X X X X X X n1 C1'1' /' 11\1 1�1`�1 1t1' (gertiffrafr of (®ctupani r CITY OF PRIOR LAKE Priaarfutenf .of Patting xtsixtrtitrxt x ❑ Final Permitted ❑ Conditional C.O. Expires o f This Certificate issued pursuant to the requirements of Section 110 of the 0 Residential / 0 International ( ' � Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: > _ Use Classification 6OM17E2Pi1 AL Bldg. Permit No. 0 9. 0 7(o$ d? Occupancy Type tiw fyioe Construction VW Z oning District e Z Legal Description )' Owner of Building Site Address / 9S0 SOULNAI .7 >� Contractor's Name & Address 6 C 29” west (% 4.o. ¢Z, JVZOt , .BVie bsv, iE 0.47,6&er' D. ROTC/VMS City Planner M~ 5537 < Building Official Date: Date: POST IN CONSPICUOUS PLACE V > ;VVVVVVVVVVVVV V . VVV V VVVVVV \ -' / • PRIOR LAKE BL DING AND INSPECTION INSPECTI RE i _s SITE ADDRESS (03BCD Cp. S112.1f,61 N • cr_ NATURE OF WORK 1 - i. USE OF BUILDING PERMIT NO. 06i • '7 (0 5 DATE ISSUED ( 1 CONTRACTOR E- Go PHONE • z - - , 1 a NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DA IF 1 �� 1 Viz 0 9 I I FOUNDATION (Prior to Backfill) I I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS SEWER /WATER /SEPTIC 46 li tk FRAMING INSULATION d ELECTRICAL PLUMBING RA►N L8. 3lijto Q. 11 , ride elf 05 _7Asi f6 HEATING (if required) FIREPLACE GAS LINE AIR TEST e6 //Sli 3 COVER NO WORK UNTI ABOVE HAS BEEN SIGNED IC1 k ttr 9 3ii i4 I INALS GRADING (Prior to Sodding) IUD /6 i �3 BUI z L�ING it, ELECTRICAL PLUMBING HEATING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNE NOTICE This card must be posted near an electrical service cabinet prior to rough -in inspv and maintained until all inspections have been approved. On buildings and ac' where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447 -9850 w 1 w 2 c < �' \ LT " 1 8 W W -3 LA § { a o �a)2§ � > k� §k §�k N t 2 2 ■ 1 000000 • § 2 § � o _ , 04 o . / } } T 4 z k p p51 . i_ z 222� _ J S 0 a w § ` a k 2 2 - la Nit ■ k ` 000000 0 IZ Z a a a. k § � >: § k 0 $ . 11J 0 �� � . F- z ° o 0 ? 0 o S \ § § , - § � § k o. k § 2 z z IL W b' , � 11 § ce re L re , U. uj IL 0 k 0 } u. u. ��0. 0 0 0 k Q■ < 0 a 0 0 0 0 x 0 U 0 0'< / Nathan Briese From: Ross Bintner Sent: Friday, May 21, 2010 2:04 PM To: Nathan Briese Cc: Larry Poppler Subject: Crossroads Crossroads Commerce Erosion /Water Quality General Site - Curb inlets off parking lot needs new mulch logs - - Parking lot catch basins have sediment accumulation - - Street catch basins have sediment accumulation - - Infiltration rain gardens on west side of NAPA needs plants and stabilization - - Parking lot needs cleaning Northeast Bioretention Basin - Sediment accumulation in bottom of basins near roof scuppers. - Erosion under sod at roof scupper locations, need turf reinforcement mat, or other permanent ESC. - Outlet needs cleaning - Silt fence repair needed on outlet - Curb inlet off parking lot needs new mulch Togs Southeast Retention Pond - Debris has accumulated on pond edges /outlet /inlets from construction phase. - 2" reducer needs to be cut down to 4" length. Check function of threaded coupler. - Riprap on S inlet is too high, must be lower than pipe invert in front of pipe. - North inlet rip -rap needs maintenance /more rock, wash out is forming at end. - Pond banks need stabilization, seeding. - Silt fence down on west side of pond and also on the outlet - South inlet needs stabilization and silt fence is being undermined - Sediment build up on south end due to the issues with the rip -rap and stabilization - Outlet structure has debris from slope stabilization in it. - Outlet that leads to the pond across Boudin St. has sediment build up occurring WWI. Ross T Btntee P PL . VYater Resources Engineer P: 952.447,9831 0 C:9522922080 F; 952.440,4245 E; rbntn c mbado 1 e com 1N: fi lto:lfi�nww <+�t�roft�rinrEake.a ate Fes r+ s.shtmE 1 aims C OP y Scope of work; Install 1 Bosch D7024 addressable fire alarm control communicator with standby rechargeable batteries. Install 1 smoke detector above D7024. Install 1 manual pull station. Connect to 3 sprinkler switches (1 Flow 2 Tamper) Switches provided and installed by others. CITY t PRI R LAKE BUILDI ►� / IT LAN REVIEW INSPECTOR rifft DATE 2 PEI 'MIT NO. . ( 63Z ❑ ACC F D AS SUBMITTED ACCEPTED WITH CORRECTIONS AS NOTED ❑ NOT ACCEPTED - CORRECT & RESUBMIT These comments are for your information. All work shall be done 'n full compliance with all applicable building & zoning code re- ,uirements including items not specifically noted in this review. KEEP THIS PLAN SET ON SITE AT ALL TIMES. ���, Son C -SpeCi`i1/4&& I , —,!.. ,,, c r • i . to -- • ‘; . :4 .., - t 4 a . . i ' .. sire Alarm Systems j D7024 mire Alarm Control Panels BOSCH Invented for life D7024 Fire Alarm Control Panels • Four detector zones (expandable to eight); up to 20 two -wire smoke detectors per zone • Built -in DACT • Two notification appliance circuits (NACs) on board with an internal 24 VFWR, 4 A NAC power supply • Easily converts to addressable with the addition of a D7039 Multiplex Expansion Module • Programmable through front panel interface, remote D7033 Liquid- crystal Display (LCD) Keypads, or remote programming software (RPS) The D7024 Fire Alarm Control Panels (FACPs) can be used '" in commercial and public building applications such as Notification Appliance Circuits (NACs) schools, universities, manufacturing plants, and health care Two on -board Class B, Style Y or Class A, Style Z (with facilities. They are listed by UL for central station, local, 07015) NACs provide up to 4 A of 24 VFWR power to auxiliary, and remote station systems. operate horns, strobes, bells, and other notification The D7024 FACPs support four on -board initiating zones appliances. Each NAC can be programmed to provide that can be expanded to eight using the D7034. Each Temporal Code 3, steady, pulsed, and synchronized output initiating zone supports two -wire and four -wire detectors for Wheelock' and Gentex" notification appliances. configurable as Class A, Style D (with D7014) or Class B, User Interface Style B loops. Each zone can support up to 20 two -wire A viewing port in the keyed control panel enclosure door detectors, or any number of four -wire detectors depending shows the system status light- emitting diodes (LEDs) and on available power. Each FACP has a built -in digital fire alarm communicator transmitter (DACT). LCD display while maintaining system keypad security. Unlocking the enclosure door provides access to the system Enhance the D7024 conventional system features when controls for silencing off - normal conditions, zone running version 2.02 or higher firmware by adding a D7039 bypassing, detector resetting, testing, other fire functions, Multiplex Expansion Module. Adding a D7039 Multiplex and programming. These functions are also available on all Expansion Module to the D7024 turns the conventional 07033 LCD Keypads connected to the system. All D7036 FACP into an addressable FACP. The D7039 adds up to 247 LCD Annunciators provide custom text annunciation on a addressable points to the base system and adds an 32- character, backlit, two -line LCD display. All system additional 400 events to the history buffer for a total of 499 keypads and annunciators have built -in sounders. Back -light events. The 07039 also increases the number of intensity and sounder volume are programmable. programmable relay outputs from 18 to 58 and allows up to 100 system users (an addition of 84 PINs to the base system). www.boschsecurity.com _ i D7024 Fire i ?,larm Control Panei: Personal Identification Numbers (PINs) Installation/Configuration Notes There are 16 PINs available for accessing system control. Compatible Products Assign each number an authority level to limit access to the The following products are compatible with the D7024 system control functions. FACPs: Note The number of PINs increases to 100 with the addition of a 07039 Multiplex Expansion Category Product ID Product Description Module. Batteries and D126 12 V, 7 Ah battery History Buffer Power Supplies D1218 12 V, 18 Ah battery The system stores events in a 99 -event history buffer. 07038 Remote NAC power supply Detectors For two -wire detectors, refer to 07022 -07024 Note The number of events that can be stored in the Compatibility List Technogram (P /N: 34445) history buffer increases to 499 with the Keypads and D7030X Eight -point LED annunciator addition of a D7039 Multiplex Expansion Annunciators (eight red) Module. D7030X -S2 Eight -point LED annunciator Central Station Reporting (two yellow, six red) The D7024 FACPs send reports to two telephone numbers D7030X S8 Eight point LED annunciator with full single, double, and backup reporting. They (eight yellow) D7032 Eight -zone LED annunciator expander communicate in BFSK, SIA, Contact ID, Modem Illa and (eight red) 4/2 and 3/1 Tone Bursts. D7033 LCD fire system keypad Dirty Smoke Detector Monitoring 07036 LCD annunciator All on -board zones and 07034 zones are continuously Modules 01326 Smoke detector reversing relay monitored for smoke detectors signaling a dirty condition module using the Bosch Chamber Check® feature and CleanMe® D184A Auxiliary local energy interface kit protocol. If a detector's smoke chamber is dirty, the D185 Reversing polarity module detector sends a CleanMe signal on the two -wire loop or a dirty detector signal on the addressable loop. The control 0275 EOL power supervision module panel annunciates that there is a dirty detector on the loop 07014 Zone converter module or the address. The Chamber Check feature signals a dirty D7015 Class BtoClassANACconverter smoke chamber using the LED on the detector head. D7031 Silence reset module Accessories D7034 Four -point expander The D7024 enclosure has space for additional accessory D7035 Octal relay module modules and two D1218 (18 Ah) batteries or two D126 D7035B Octal relay module in box (7 Ah) batteries. 07039 Multiplex expansion module D7039R Multiplexexpansionmoduleretrofitkit ,p y'. 6 fi g NAC Devices Refer to 07024 NAC Compatibility List Technogram 'i 4 4 , i4 , c' , : 'ffxw1'* +r 6�,' k$ h,U , x , to f S 1 Y .. ,;i r , (P /N: 34950) The following additional products are compatible with the Region Certification 07024 Addressable FACPs: USA UL UOJZ: Control Units, System (UL864) Category Product ID Product Description CSFM 7165-1615: 147 Detectors and D7050 Addressable photoelectric smoke NYC -MEA 12 -92 -E, Vol. VII Detector Bases detector 12-92-E, Vol. 14 D7050TH Addressable photoelectric smoke Canada IC 1249 7703 A and heat detector Hong Kong HKFSD D7050 -B6 Addressable detector base USA FM Modules 07042 Multiplex eight -input remote module D7042B Multiplex eight -input remote module in box D7044 Multiplex single -input module D7044M Mini multiplex single -input module D7048 Multiplex octal driver D7024 Fire .Alarm Control Panels 1 3 D7048B Multiplex octal driver in box Sensor Circuits D7052 Multiplex dual -input module Current: 44 mA maximum per loop _ D7053 Multiplex input- output module Line resistance: 150 Pull Stations FMM -7045 Single- action manual station Voltage: 24 VDC nominal FMM- 7045 -D Double- action manual station Trademarks Chamber Check® is a registered trademark of Bosch Security Systems, Inc. ° Z t arT' , in the United States. CleanMe is a registered trademark ofGElnterlogixin the United States Quant. Component and /or other countries. 1 D7024 board in a static- resistant bag Wheelock' is a trademark of Wheelock, Inc. 1 Enclosure (P /N: 30897) Centex' is a trademark of Gentex Corporation. / 1 Lock set with 2 keys (P /N: 24065) 1 Transformer (P /N: 29413) 6 2.21 kII end - of - line (EOL) resistors (P /N: 25899 or 4998113202) D7024FACP D7024 1 Hardware pack D7024LC FACP without Enclosure and D7024LC 1 Literature pack Transformer Note For the D7024 to be addressable, a D7039 Accessories Multiplex Expansion Module must be installed. KEy- 625 Replacement Key KEY -625 The D7039 is purchased separately. ,r4 , it Environmental Considerations Relative Humidity: Up to 93 %, non - condensing Temperature (operating): +32 ° F to +120 (0°C to +49 Mechanical Properties Color: Red Dimensions (H x W x D): 20.8 in. x 15 in. x 4.3 in. (52.8 cm x 38.1 cm x 10.9 cm) Material: Cold- rolled steel Base: 18 gauge (1.2 mm) Cover: 19 gauge (1.1 mm) Outputs NAC: 24 VFWR nominal, 4 A maximum On -board Relays: Two Form C contacts rated at 5 A, 28 VDC Off-board Relays: Up to two D7035 Octal Relay Modules each providing eight Form C relay outputs; contacts rated at 5 A, 28 VDC In an addressable system, up to 20 D7053 Multiplex Input - Output Modules per bus for a total of 40 Power Requirements Current (alarm): 380 mA Current (standby): 200 mA Power (primary) 120 VAC, 1.5 A maximum, 60 Hz www.boschsecurity.com 4 D7024 Fire Alarm Control Panels Europe, Middle East, Africa: American Aala- PacNk: Represented by Bosch Security Systems B.V. Bosch Security Systems, Inc. Bosch Security Systems Pte Ltd P.O. Box 80002 130 Perinton Parkway 38C Jalan Pemimpin 5800 JB Eindhoven, The Netherlands Fairport, New York, 14450, USA Singapore 577180 Phone: + 31 40 2577 284 Phone: +1 800 289 0096 Phone: +65 6319 3450 Fax: +31 40 2577 330 Fax: +1 585 223 9180 Fax: +65 6319 3499 emea.securitysystems @bosch.com security.sales@us.bosch.com apr.securitysystems @ bosch.com www.boschsecurity.com www.boschsecurity.us www.boschsecurity.com Bosch Security Systems B.Y. 20071 Data subject to change without notice F3442972683 I Cur. en -US, V2, 18 Jul 2007 Fire Alarm Systems 1 FMM-100 Series Die -cast Metal Fire Alarm Manual Stations BOSCH Invented for life FMM -100 Series Die -cast Metal Fire Alarm Manual Stations ■ Single or dual action • Terminal connections • Gold- plated alarm contacts for corrosion resistance • Surface or weatherproof back boxes FIRE Q FIRE PULL The FMM -100 Series is a family of versatile, high - quality, 1 metal fire alarm manual stations. Single- action or dual - action models are available. All models come with a key Listings and UL UNIU: Boxes, Non (UL38) lock and contain gold - plated contacts to resist Approvals: UL UNIU7: Boxes, Non-coded Certified for Canada (CAN/ corrosion. ULCS528M91) CSFM 7150 -1615: 224 .4 ': NYC /MEA (382 -94-E, Vol. 3) Operation Single- action When the bar on the front of the manual station is pulled, Compatibility Information it latches open and is easily visible from 50 ft (15 m). Compatible with all Bosch Security Systems Fire Alarm Reset the activation bar by opening the manual station Control Panels. with the key and placing the activation bar in its normal upright position. An optional scored acrylic break rod is Mounting Considerations available. The FMM Series manual stations can be surface Dual- action mounted on either the FMM- 100BB -R Surface-mount With the dual- action configuration the upper bar on the Back Box or the FMM- 100WPBB -R Weatherproof Back front of the manual station rotates inward allowing the Box. They can also be flush mounted on a standard activation bar to be grasped and operated by a single single -gang back box. hand. Note When properly mounted on the FMM- 100WPBB -R Weatherproof Back Box, these manual stations meet UL requirements for outdoor use. To comply with ADA standards, the manual station must be Tess than 48 in. (1.2 m) above the floor for front www.boschsecurIty.com FMM-100 Series Die-cast Metal Fire Alarm Manual Stations wheelchair access and Tess than 54 in. (1.3 m) above the Technical Specifications floor for side wheelchair access. Environmental Considerations " Relative umidit : 90% at +100°F (+38°C) Parts Included Humidity: (operating): -40°F to +150°F ( -40°C to +66°C) Quant. Component Mechanical Properties 1 Manual station 1 D102 Key (1358 key) Color: Red 1 FMM-100GR Acrylic Break Rod Dimensions (H x W x D): 475in.x325in.x1.1 in. (12 cmx8.3cmx2.8cm) 1 Hardware pack Material: die -cast metal 1 literature pack Inputs Switch Rating: 1 A at 30 VDC or 125 VAC d a w f g at a R r s FMM- 100SATK Single- action Manual Station (red) FMM- 100SATK - FMM- 100SATK -NYC Single-action Manual Station for FMM- 100SATK -NYC New York City FMM- 100DATK Dual action Manual Station (red) FMM- 100DATK Hardware Accessories D102 Replacement Key D102 FMM- 100BB-R Surface -mount Back Box (red) FMM- 100BB -R FMM-100WPBB-R Weatherproof Back Box (red) FMM- 100WPBB -R FMM -100GR Scored Acrylic Breakrods FMM -100GR Americas: Europe, Middle East, Africa Asia-Pacific: Represented by Bosch Security Systems Bosch Security Systems B.V. Bosch Security Systems Pte Ltd 130 Perinton Parkway P.O. Box 80002 38C Jalan Pemimpin Fairport, New York. 14450, USA 5600 JB Eindhoven, The Netherlands Singapore 577180 Phone: +1 585 223 4060 Phone: +31 40 27 83955 Phone: +65 6319 3450 Fax: +1 800 289 0096 Fax: +31 40 27 86668 Fax: +65 6319 3499 security.sales r.. us.bosch.com emea.securitysystems @bosch.com apr.securitysystems@bosch.com www.boschsecurity.us www.boschsecurity.com www.boschsecurity.com O Bosch Security Systems 20061 Data subject to change without notice F22639161711 Cur: en -US, V5, 26 Jan 2006 SYSTEM � SENSOR® Photoelectric Smoke Detectors System Sensor's i 'series smoke detectors represent significant advancement in conventional detection. The i family is founded on three principles: installation TM ease, intelligence, and instant inspection. Features Installation ease.The i line redefines installation ease with its • Plug in detector line, mounting base included plug -in design.This allows an installer to pre -wire the bases included with the heads.The large wire entry port and in -line terminals • Large wire entry port provide ample room for neatly routing the wiring inside the base. • In -line terminals with SEMS screws The base accommodates a variety of back box mounting methods, • Mounts to octagonal and single -gang backboxes, 4- square as well as direct mounting with drywall anchors.To complete the backboxes, or direct to ceiling installation, i heads plug in to the base with a simple Stop -Drop 'N Lock" action. • Stop -Drop 'N Lock attachment to base • Removable detector cover and chamber Intelligence. i detectors offer a number of intelligent features • Built in remote maintenance signaling to simplify testing and maintenance. Drift compensation and smoothing algorithms are standard with the i line to minimize • Drift compensation and smoothing algorithms nuisance alarms.Two -wire i detectors needing cleaning can • Simplified sensitivity measurement generate a remote maintenance signal, when connected to the •Wide angle, dual color LED indication 2W -MOD2 loop test/maintenance module, or to a panel equipped with the 1 protocol.This signal is indicated by LEDs located at the • Loop testing via EZ Walk feature module and the panel.The SENS -RDR, a wireless device, displays the - Built -in test switch sensitivityof 1 detectors in terms of percent per- foot - obscuration. Instant inspection. The i series provides wide -angle red and green LED indicators for instant inspection of the detector's condition: normal standby, out -of- sensitivity, alarm, or freeze trouble. When connected to the 2W -MOD2 loop test/maintenance module or a panel with the i protocol, the EZ Walk loop test feature is available on two -wire i detectors.This feature verifies the initiating loop wiring by providing LED status indication at each detector. Agency Listings (20 .:,► to MEA MSFIVI LISTED APPROVED Ii rl approved approved 5911 3011446 7272- 1209.210 290-01 -E 2093 Smoke Detector Specifications Architectural /Engineering Specifications Smoke detector shall be a System Sensor i Series model number listed to Underwriters Laboratories UL 268 for Fire Protection Signaling Systems. The detector shall be a photoelectric type (Model 2W -B, 4W -B) or a combination photoelectric/thermal (Model 2WT -B, 4WT -B) with thermal sensor rated at 135 °F (57.2 °C).The detector shall include a mounting base for mounting to 31/2-inch and 4 -inch octagonal, single gang, and 4 -inch square back boxes with a plaster ring, or direct mount to the ceiling using drywall anchors. Wiring connections shall be made by means of SEMS screws. The detector shall allow pre-wiring of the base and the head shall be a plug -in type. The detector shall have a nominal sensitivity of 25 percent - per -foot nominal as measured in the UL smoke box. The detector shall be capable of automatically adjusting its sensitivity by means of drift compensation and smoothing algorithms. The detector shall provide dual color LED indication which blinks to indicate power up, normal standby, out of sensitivity, alarm, and freeze trouble (Model 2WT -B, 4WT-B) conditions. When used in conjunction with the 2W -MOD2 module, 2 -wire models shall Include a maintenance signal to indicate the need for maintenance at the alarm control panel, and shall provide a loop testing capability to verify the circuit without testing each detector individually. Electrical Specifications Operating Voltage Nominal: 12/24V non - polarized Minimum: 8.5V Maximum: 35V Maximum Ripple Voltage 30% peak to peak of applied voltage Standby Current 2 -wire: 50 pA maximum average; 4-wire: 50 pA maximum average Maximum Alarm Current 2 -wire: 130 mA limited by control panel; 4 -wire: 20 mA @12V, 23mA @ 24V Peak Standby Current 2 -wire: 100 NA; 4 -wire: n/a Alarm Contact Ratings 2 -wire: n/a; 4 -wire: 0.5 A @ 30V AC/DC Physical Specifications Dimensions (including base) 53 inches (127 mm) diameter; 2.0 inches (51 mm) height Weight 63 oz. (178 grams) Operating Temperature Range 2W-B and 4W -B: 32°F -120 °F (0 °C- 49 °C); 2WT-B and 4WT -B: 32T-100°F (0C-37.8°C) Operating Humidity Range 0 to 95% RH non - condensing Thermal Sensor 135 °F (57.2°C) fixed Freeze Trouble 2WT-B and 4WT-B only:41 °F (5°C) Sensitivity 25%/ft. nominal Input Terminals 14-22 AWG Mounting 31/2-inch octagonal back box 4-Inch octagonal back box Single gang back box 4-inch square back box with a plaster ring Direct mount to ceiling LED Modes Power Up Sequence for LED Indication LED Mode Green LED Red LED Condition Duration Power up Blink every 10 seconds Blink every 10 seconds Initial LED status indication 80 seconds Normal (standby) Blink every 5 seconds off Out of sensitivity off Blink every 5 seconds Freeze trouble off Blink every 10 seconds Alarm off Solid Ordering Information Model Thermal Wiring Alarm Current 2W -B No 2-wire 130 mA max. limited by control panel 2WT-B Yes 2-wire 130 mA max. limited by control panel 4W-B No 4-wire 20 mA @ 12V, 23mA @ 24V 4WT-B Yes 4-wire 20 mA @ 12V, 23mA @ 24V Accessories 2W -MOD2 2 -wire loop test / maintenance module RT Removal / replacement tool SENS -RDR Sensitivity reader A77 -AB2 Retrofit adapter bracket, 6.6 in. (16.76cm) diameter SYSTEAN 01006 system Sensor. 3825 Ohio Avenue • St. Charles, IL 60174 Product specifications subject tochange without no6a.Nstsysmisensarmnror S O' Phone: 800-SENSOR2 • Fax: 630 - 377-66495 comet product natlo""" d"9the t dint data " 'h0 A05-031 &006.7/06.61676 Scope of work; Install 1 Bosch D7024 addressable fire alarm control communicator with standby rechargeable batteries. Install 1 smoke detector above D7024. Install 1 manual pull station. Connect to 3 sprinkler switches (1 Flow 2 Tamper) Switches provided and installed by others. BRAUN 1 NTE RTEC Letter of Transmittal Client: EFH CO. Braun Intertec Project No: BL- 08- 05064A Transmittal No: 7 Date: November 20, 2009 Braun Intertec Corporation 11001 Hampshire Ave. S. Minneapolis, MN 55438 To: Bob Hutchins City of Prior Lake 4646 Dakota St SE Prior Lake, MN 55372 -1776 Fax: 9524474245 Re: Proposed Crossroads Development, 6880 Boudin Street NE, Prior Lake, MN This Transmittal is being Sent: For your approval As requested For your records For review Information Sent 1 Copies 1 Reference Numbers 1 Comments /Clarification 1 Concrete Tests 1 Set 9 Report Dated 11/20/09 Transmittal List I Information Sent Bob Hutchins, City of Prior Lake Concrete Tests (1) Jim Schultz, EFH CO. Concrete Tests (1) Sent By: Holly J. Vetter Phone: 952- 995 -2000 Rev. 8/6/04 • Providing engineering and environmental solutions since 1957 BRAUN I NTE RTEC Compressive Strength of Concrete Cylinder Report Date: 11/20/09 LIMS WO #: 9012869 Test Method: ASTM C39, 4x8 Cylinder Client: Jim Schultz Project: BL- 08- 05064A EFH CO. Proposed Crossroads Development 2999 W County Road 42 6880 Boudin Street NE Suite 206 Prior Lake, MN Burnsville, MN 55306 Field Test Conditions and Results ASTM C3 1 * Set Number: 9 Mix Design: 301N1 Date Cast: 11/11/09 Supplier: Aggregate Industries Time Cast: 11:40 am Specified Air ( %): Not Required Date Received: 1 1/12/09 Specified Strength (psi): 3,000 Measured Slump (in.): (ASTM C143) 3 3/4 Truck Number: 278 Measured Air ( %): (ASTM C231) 2.5 Ticket Number: 1015218 Concrete Temp. ( °F): (ASTM C 1064) 67 Cylinders per Set: 5 Air Temp. ( °F): 57 Cylinders Cast By: Wendt, Andrew J Liquid Added On Site: None Placement Location: Footing, Pads grids B -8, B -10, B -12, B -14, B -16, B -18 and F -22 Sample Location/Notes: Grid B -14 Compression Test Results Field Lab Test Max. Cylinder Cylinder Break Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks Sample No. Date (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method ** Code(s) 9 -01 11/18/09 1 6 7 53,500 4.01 12.63 4,240 1 N D2 * Concrete sampled in accordance with ASTM C172 ** Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps Break Remarks: D2 The 7 day test result meets or exceeds the 28 day specified strength. Types of Fracture /N \ " TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Bauer, Gregory Signed on behalf of Samuelson, James M Nov 20 2009 ver 1.3c Page 1 of 1 MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Crossroads, 6880 Boudin Street, Prior Lake, Scott County, Minnesota, Plan No. 100735 OWNERSHIP: EFH, 299 County Road 42 West, Burnsville, Minnesota 55306 SUBMTTTER(S): Dakota Mechanical, 575 Minnehaha Avenue West, St. Paul, Minnesota 55103 Plans Dated: September 30, 2009 Date Received: October 30, 2009 Date Reviewed: December 1, 2009 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing -in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor /installer to notify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284 -5889. REQUIREMENT(S): 1. A 5 -inch horizontal leader located at Grid 4, A.2 on Sheet P3.1, appears to serve 4,508 square feet of roof area. Since a 5 inch horizontal leader can only accommodate 3,340 square feet at a slope of 1/8 -inch per foot, this leader is undersized (see Minnesota Rules, part 4715.2710). 2. A water closet in the school -age room is discharging into a 2 -inch drain as shown on Diagram 3/P4.0. No water closet shall discharge into a drain less than 3 inches (see Minnesota Rules, part 4715.2310, subpart 2). 3. A water closet located near Grid 21.3, B.6 on Sheet P1.0 is shown connecting to a 11/2- inch vent on Diagram 3/P4.0. The diameter of individual water closet vents shall in no case be less than 2 inches (see Minnesota Rules, part 4715.2520, subpart 6). 4. Cleanouts shall be of the same nominal size as the pipes they serve up to 4 inches in size (see Minnesota Rules, part 4715.1010). A 3 inch cleanout is shown serving a 4 -inch drainage branch on Diagram 1/P4.0. 5. The water distribution branch serving two tank -type water closets on Diagram 2/P4.0 must be at least 3/4 -inch in size (see Minnesota Rules, part 4715.3800). Crossroads Plumbing Plan No. 100735 Page 2 December 1, 2009 6. There is a 1 inch cold water supply located near grid 20, A.4 on Sheet P2.0 that appears to be incorrectly labeled. Please clarify which of the two pipe sizes is correct and revise the plans accordingly. 7. A water heater with a tank capacity of 6 gallons or less may be concealed in a ceiling space provided the water heater has been set in an overflow pan. The overflow pan must be constructed of a corrosion resistant material, have side walls extending at least 4 inches upward, and have an outlet size that is not less than the size of the supply line to the water heater. The outlet must continue undiminished in size to a point -of -safe disposal below the ceiling area. Tools must not be required to gain access to the water heater (see Minnesota Rules, part 4715.2240). It is recommended that the relief valve discharge pipe be routed independently to a point -of -safe disposal below the ceiling. 8. All portions of the storm sewer system located within 10 feet of the building or water service line must be tested in accordance with Minnesota Rules, part 4715.2820. NOTE(S): 1. The scope of this project consists of constructing a new building. Installation includes roof drains, two water heaters, wall hydrants, floor drains, two mop sinks, water coolers, hand sinks, and restroom fixtures. 2. The building is served by new municipal sewer and water services. 3. The plans and specifications were prepared by a licensed plumber. Only the plumber who has prepared the plans may use the plans for construction. If another plumber is contracted to install the plumbing, they must submit their own plans and specifications for the project. Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: Corey A. Frain, P.E. Public Health Engineer Plumbing Plan Review and Inspections Unit 443 Lafayette Road North St. Paul, Minnesota 55155 -4343 651/284 -5882 CAF:jat cc: Dakota Mechanical EFH Mr. Robert Hutchins, Building Official Minnesota Department of Health Environmental Health Services Section File ■ "V Cr\ / Trt - City 04V)1 Uri v c 6 elm ,„„ 9300 Poplar Bridge Road Bloomington, MN 55437 952.563.4904 Sample Result Report Report Date: November 17th, 2009 [ Client: Quiring Excavating Received By: TLT Address: 1502 Maras St. Received Date/Time: 11/16/09 10:00 Shakopee, MN 55379 Sample Condition Upon Receipt: Sample Collector: MH • Acceptable Collection Date: 11/16/09 o Other Collection Time: 09:23 Client ID: Crossroads of Prior Lake Building Hydrant I Sample ID AA43481 Analysis Analysis Analysis Analyst Combination Analysis Unit Name Reference Start Date Result P/A total Readycult 11/16/09 TLT Absent coliform/ 100mL coliform The above sample meets total coliform standards set by the Minnesota Department of Health and Environmental Protection Agency for safe drinking water. Approved By: Tory Thompson / Deb Weltzin Lab Analyst Laboratory Identification Number: 027-053-355 the results in this report apply only to the above listed samples. All routine quality assurance procedures were followed, unless otherwise noted. This analytical report must be reported in its entirety. All methods are certified by the Minnesota Department of Health, unless otherwise noted. EPA 200.7 for the analysis of Lead in drinking water is not certifiable by the MDH. Page 1 of 1 S 6/ 441" ' C `OI Zr tIt‘iestv< idA Metropolitan Council Environmental Services September 16, 2009 Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 Dear Mr. Hutchins: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Crossroads of Prior Lake to be located at 6880 Boudin Avenue NE within the City of Prior Lake. This project should be charged 4 SAC Units, as determined below. The Council understands this building is speculative retail , SAC Umt Charges: Retail (speculative) 38,215 sq. ft. @ 3000 sq. ft. /SAC Unit 12.74 or 13 Credits: Future Demolition Single Family Dwelling (grandparent 1967) —14311 Timothy 1.00 Single Family Dwelling (grandparent 1968) —14291 Timothy 1.00 Assembly of God Church -6880 Boudin Avenue SAC Paid 8/81 3.00 SAC Paid 6/98 4.00 Total Credit: 9.00 Net Charge: 4.00 At the time the finishing permits are issued, if the use changes from its speculative use to a different use, then the SAC assignment needs to be reviewed based on that change. Please be aware that the demolition credit is being taken ahead of the actual building demolition and no other credit will be available. At the time of the actual building demolition note on your SAC -D form that the credit has already been applied to a new use. Also keep in mind all demolitions must be reported within one month of the end of the calendar year during which the demolition occurred, in order for the prior use to be eligible for any credit on the property. www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101 -1805 • (651) 602 -1005 • Fax (651) 602 -1477 • TTY (651) 291 -0904 An Equal Opportunity Employer Page Two September 16, 2009 Crossroads of Prior Lake The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651- 602 -1118 or email karon.cappaert@metc.state.mn.us. Since y, 4 / 44 " -C2/— Karon Cappaert SAC Technician MCES Finance KC :kb: 090916A5 Determination Expiration: September 16, 2011 cc: J. Nye, MCES Jim Schultz, EFH Co (email) I ' " " ) ' i , o , PRI° _. .1,•0, u ri 4 NNEse* White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT '' .- F1 -.-- C_/o, APPLICATION RECEIVED ., • The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: It (t2 ?) SO e 3() U DI (\J ST . I Accepted X Accepted With Corrections Denied 1 i,t2 14 . Reviewed By: Date: / /09 fa Comments: , I) - 6 •A : 1 )- ex( v.-- C---- 0.-7 1 co,- el 1/4) .3.-------- k i e rP --- C--cs •---S t" s•—‘...0 c.../t-c .--,...' e PIP'() * ik •- 12 --- 7 --- ‘ ^- °%- `" ( 'er".■- .e,i.,. 4- ea.,-- ., . . tet.i.J. 1 k ■C b. e„..., 4 ..ik,L.e...._ k t..., 1.--c...-....43,--t— k_ 1, c---A-- 0. v ....6w.._/4_ , 2......../ ,,...___,....... ,r, c d , /,, 9-- 46 R_e,i-c.,..k..., c 3 v--)- 1 41-- 1.-- A & , AILS l'SA....„ 12f2A Lt_i c.-- t^- 0 -5 :',S 4-c.a. e•-i•-•- ) ()` "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." it 4646 Dakota Street Southeast ti Prior Lake, MN 55372 September 25, 2009 Mr. Brett Loftesnes Architectural Consortium L.L.C. 901 North 3 Street, Suite 220 Minneapolis, MN 55401 RE: Building permit review for EFH Inc. Crossroads Retail Dear Mr. Loftesnes, Following are the results of the building permit review for EFH Inc. Crossroads Retail. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). L i 1. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department ". Indicate on Site plan. Locate by Fire Department Connection (FDC) Islands, peninsulas and straight runs of curbs. Maximum sign spacing is 50' on center. IFC 1001.7.1. " .',Pr i mercceMx3 parking space. IBC 1106.5. Provide a detail of van signage at the parking sp c s�.pPar �i!�, ;� •g zones shall be minimum 20' long. MSBC 1341.ANSI 117.1 Article 5031iiate o , 7 . .iwc34. If provided, indicate means of lawn irrigation. If it is desired, there can be two water meters one for fil K. domestic use and one for lawn irrigation for each building or lot. There is a fmancial incentive to have separate meters, as the lawn irrigation meter would not be charged for sewer usage. There may also be separate services for water quality purposes. L.04§.5. Provide handrail, rise and run details of exterior stairs. Civil Sht. 4.1: As previously discussed, the sanitary sewer line will be designed as 6" diameter, the plans indicate 8 ". Please correct discrepancy. Civil Sht 5.1: Provide a setback dimension from the north property line to the foundation of the building. '? / Civil Sht. 3.1: Accessible ramp required on North end east side of building. CO Label exterior of Door 110 -A and interior door 110 -B with following verbiage: www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4263 Fire Suppression Room Do Not Biock . Provide a fire department lock box at 110 -A of the fire suppression riser room and by the Fire Department Connection (FDC). An application for purchase of the boxes will be received with approved building permits. Li Submit signed HVAC, plumbing, fire alarm, and sprinkler plans. May be submitted at a later date. 4 Provide address numbers on buildings. IFC 505. q'3. Provide tenant suite numbers for each tenant space on the front and rear access doors. i4. Separate tenant finish permits are required for each individual tenant. . Submit two plan sets of the precast concrete wall panels and structural steel signed by an engineered licensed by the State of Minnesota. +6. Auto Parts: List types, and quantities, location of storage and Material Safety Data Sheets (MSDS) / of combustible and flammable liquids. 77. Auto Parts: If provided, in -rack sprinlders, early suppression fast response sprinlders or other approved system that meets the National Fire Protection Association (NFPA) section 231c is required for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. ;1(0 Provide signed structural plans for pylon signs. wif The Community Development and Natural Resource Department comment: 1. Civil Sht 6.1 Tree Preservation Plan: Require clarification from the developer on how they propose to proceed with the preservation or replacement of two coniferous trees ( #10035 and #10039) shown as saved on the original landscape plans, but now proposed for removal. This review is based on civil plans dated September 8, 2009 and building plans dated September 18, 2009 that was submitted on September 18, 2009. The city Engineering department has approved the civil plans. The city departments of Community Development and Natural Resources and Building must approve the building and civil plans before a building permit can be issued. Questions, please call me at 952- 447 -9851. Sincerely, Robert D. Hutchins Building Official cc. Mr. Jim Schultz EFH Co. 1 n ai aaa as a aoa . ., , ,, ., i. x `� ci, I! I� °' Ir L5__- II +, . n . n j 1 • (8 f —1730M 1 ; c" . ,,,,, ,, ,.,., i . ,c.n 0 m D D L Z.2 L 1 z o �" . m mK 03 g 1 ° 3� I ZC I' ,, co w mmy w C)rn 7 E > H .sII 1 - n r o) t 0 — F) c I ...ii `z ` y = m 1 I II 1 „' G a II o. ) C b, 3' �_ 1,, .44 ti - 1 Ik .. I 11 �m 1 ca 1 a __ w � < Fri ?‹ : 1 ..„, .>„ ,,';','''" , a -,, , ,. ,,,,,,,,,,,,„7... 5P ; ,i ' . , AI -' (A to ';,- '';;;,,, ..: 1 w ;01 lilL 0 n / i .'_„....... _. 0 II 'I II g ,I, I ,, 1 4 DENSE ' I & —S " ' m I L T -m * \ co ( ..Y N D I P _ : (II xi it cold N N tD c0 0 s ( 1 1 l { 1 (.1)_z_i_ I .. F`I , mzao0 I I r . G n� I Tt Z y "� I. Ik' Y 0 tn 0 I _ �E xu) I II 1` I . O s � /n A . . AMMO • Special Structural Tasting .and inspection Schedule ) Project Name (t) L.,0_,A , e tat, 1 i I, .24.J. * i /i ' I Project No. Location " r 6 0 ht PH Ir P.errnittilo.1 / Spacial .Structural Testing and inspection Specification Description Typo .of Report Mewled Section Article Ins • - do? Fre . um Finn . 170f.i coma e. 111MIONII I eria#4 7 e ' ' colic, - IIIMINEIMR11111111 hi' A eo Qaci .; MEI= MN= iirMIMMFM,IMME31111 Peilba/- iimam - IIMZIIIIIIIIIIIIIIIIIIIIIIMIMIIIIII 4 ' IMEMMINIXECEINIVOIMIN1111111791MI - 1M11111111111=111111111111111111111111•11 170+,33 14.-i mrik BIM etoir„. T4 WrINIMIMMIIIIII ''. 11131=11 Notes: This schedule to be filled out and included in the Project Specification. information unavailable et that time to be filled out when applying for the building permit. 1. Permit No. to be provided by the Bulkling Official. • • 2. Use decriptions per IBC Section 1704 as adoptedby Minnesota State Building Code. 3, Special Inspector —Technical, Special inspector — Structural 4. Firm contracted to perform services Acknowledgement:4 Each appropri - -p - entative sh;!n below: Owner ii‘i_ 41.. rni: 41 erd//44,1fiii Date: 5 / 01' Contractor., 011Perr Firm: Cr?) Date: - ,q / .4' ArchRe 4: /IT= Firm; jW...4- t ort./41,, o Date: - o SER: :iiitile.... _ Firm: ftra . u, it Date: ' irfira; SI AMMAN . Firm: . Date: I M WrIP"INV Finn: ZZ- Date: efS1 SI Firm Date: Flan: Date: SI-T: Firm: , Date: F: Firm: Date: F: Firm: _ Date: The indMdua l names of ell prospective special inspectors and the work they intend to observe shall be identified. (Use . reverse side of form if more room is needed.) 4 ' Legend: SER r••• Structural Engineer or Record 814 = Special Inspector —Technical TA = Testing Agency Si-, = Special inspector —Structural , 1 1 .'. F - , cater , , i •, Accepted for tile Building Department by: ..... , ._ —ma 44 - ' •111111•11116. Date: ( /7 /or , . - VW 01411-4 EFH Co. General Contractor 2999 w. County Road 42 Suite 206 Burnsville, Minnesota 55306 952- 890 -6450 952- 890 -5476 Fax September 30, 2009 Mr. Robert Hutchins 464 Dakota Street Southwest Prior Lake, MN 55372 RE: Permit Review 6880 Boudin Avenue Dear Mr. Hutchins In reference to your review letter dated 9/25/09 permit review I will address each of the items in this letter or by attached memo from Brett Loftesnes with Architectural Consortium L.L.C.. 1. Shown on James R Hill sheet 5.1, drawing attached 2. Review Architectural Consortium L.L.C. memo dated 9/29/09 3. Review Architectural Consortium L.L.C. memo dated 9/29/09 4. The intent is to have an irrigation meter with a domestic meter this will be shown on Plumbing plans when submitted 5. See attached drawings from Architectural Consortium L.L.C.- 6. Shown on James R Hill sheet 4.1, drawing attached 7. Shown on James R Hill sheet 5.1, drawing attached 8. Review Architectural Consortium L.L.C. memo dated 9/29/09 4. Review Architectural Consortium L.L.C. memo dated 9/29/09 10. Review Architectural Consortium L.L.C. memo dated 9/29/09 (need order form and location or installation 11. Review Architectural Consortium L.L.C. memo dated 9/29/09 will be submitted under separate permit 12. Review Architectural Consortium L.L.C. memo dated 9/29/09 numbers will be minimum 14" high location to be determined by Building official 13. Review Architectural Consortium L.L.C. memo dated 9/29/09 .14. Review Architectural Consortium L.L.C. memo dated 9/29/09 drawings are in process 15. Review Architectural Consortium L.L.C. memo dated 9/29/09 16. Review Architectural Consortium L.L.C. memo dated 9/29/09 - ARCHITECTURAL CONSORTIUM L.L.c. 901 North Third Street, Suite 220 tel_612.436.0735 Minneapolis, MN 55401 fax_612.692.9960 MEMO PROJECT : Crossroads Retail Development Prior Lake, MN PROJECT #: 08- 1036 -01 SUBJECT: Plan Review Response Letter DATE: September 29, 2009 FROM: Brett Loftesnes TO: Robert D. Hutchins Building Official City of Prior Lake The following are our responses to the plan review comments dated September 25, 2009 for the Crossroads Retail Development. Plan Items: , Fire lane signage to be indicated on Civil documents. A D p 1 stw.) t3 F. • a • a 2. Van accessible signage is no longer required by Minnesota code per MN 502.7 since all accessible parking spaces on the site are required to meet the 96" width, formerly required for van - accessible spaces only. 9.K. 3. Accessible access aisles are only required to be as long as the adjacent parking stalls (in our case — 18') per ANSI 117.1 502.4.3. The 20' long requirement applies to loading zones only — vehicular pull -up spaces parallel to the curb as shown in Fig. 503.3. To be indicated on Civil and Plumbing drawings. oa�i4: Ra '- p 6 --A3. See attached drawings for exterior stair details. - it "fit" t4•i C7. At Srw% P ST S' bd. To be indicated on Civil drawings. 1. To be indicated on Civil drawings. 41. The bituminous paving is designed to be flush with the concrete sidewalk on the north end of the east side of the building, thus eliminating the need for a curb ramp. Refer to Civil sheet 3.1. Signage to be provided as noted. 10. Lock boxes to be provided as noted. 11. To be submitted at a later date. 12. Address numbers to be provided as noted. 13. Tenant suite numbers to be provided as noted. 14. Noted. 15. Engineered precast shop drawings are in progress and shall be submitted at a later date. 16. Auto Parts storage item information to be provided as part of the Tenant build -out permit plans, to be submitted at a later date. 17. Auto Parts sprinkler information to be provided as part of the Tenant build -out permit plans, to be submitted at a later date. 18. Signed structural plans of the pylon sign bases are provided on Sheet S2. Structural plans of the sign cabinets above to be submitted by the sign company at a later date. Please let me know it you have any questions or further comments. Thank you, Brett Loftesnes Architectural Consortium 901 North Third Street, Suite 220 Minneapolis, MN 55401 Ph: 612- 436 -0735 Fax: 612- 692 -9960 bloftesnes@archconsort.com Page 1 of 1 Bob Hutchins From: Jim Schultz Uschultz @efhco.com] Sent: Monday, September 21, 2009 12:22 PM To: Bob Hutchins Subject: Crossroads Cost for the project less land and General Conditions is $2,780,000.00 If you should have any question please let me know I found the correct print for the utilities showing the 6" Jim Schultz EFH Co. General Contractor 2999 West County Road 42 Suite 206 Burnsville, Minnesota 55306 Phone: 952 - 890 -6450 Cell: 612 - 363 -1304 Fax: 952 - 890 -5476 www.efhco.com i; please consider the environment - do you really need to print this email? 4 570 5. 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Nr r- Na 17 1 -S • 4iw Cie t\, Act.ZS5 lyeo P To "c'CI'L`P 50 -I 2_5 A z , ( 4o6 '3 - 31.8 , 5570 <2 3Z ,221, September 18, 2009 6 „,„ • Mr. Brett Loftesnes 2 \I G OAD 2 7 CO __ Architectural Consortium L.L.C. 901 North 3rd Street, Suite 220 Minneapolis, MN 55401 RE: Building permit review for EFH Inc. Crossroads Retail Dear Mr. Loftesnes, Following are the results of the building permit review for EFH Inc. Crossroads Retail. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). 1. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department ". Indicate on Site plan. Locate by Fire Department Connection (FDC) Islands, peninsulas and straight runs of curbs. Maximum sign spacing is 50' on center. IFC 1001.7.1. T() (40.0 MESS C.. O■-( GEV /4, 2. Provide an accessible van parking space. IBC 1106.5. Provide a detail of van signage at the parking space. — S 401A O tr2' S key) `""■--'t 3. Accessible parking loading zones shall be minimum 20' long. MSBC 1341.ANSI 117.1 Article 503.3. indicate on site plan. 5 tiAo(.A-Ao 6r f k. -o'.- W '[7j A V'r 4. If provided, indicate means of lawn irrigation. If it is desired, there can be two water meters one for domestic use and one for lawn irrigation for each building or lot. There is a financial incentive to have separate meters, as the lawn irrigation meter would not be charged for sewer usage. There may also be separate services for water quality purposes. 1. O•1A.% 5. Provide handrail, rise and run details of exterior stairs. - V 0 6. Civil Sht. 4.1: As previously discussed, the sanitary sewer line will be designed as 6" diameter, the plans indicate 8 ". Please correct discrepency. lJ # C i 7. Civil Sht 5.1: Provide a setback dimension from the north property line to the foundation of the building. , J:\LETRMEMO\EFH Crossrd \ #2 Prior Lake RetailDRC.DOC 8. Label exterior of Door 110 -A and interior door 110 -B with following verbiage: Fire Suppression Room d L_ Do Not Block 9. Provide a fire department lock box at 110 -A of the fire suppression riser room and by the Fire Department Connection (FDC). An application for purchase of the boxes will be received with approved building permits. 10. Submit signed HVAC, plumbing, fire alarm, and sprinkler plans. May be submitted at a later date. 11. Provide signed structural plans for pylon signs. c'—J, S 'C✓Lt. c_- 12. Provide address numbers on buildings. 505. ��T,, 6 F5.6 0 �0 u 13. Provide tenant suite numbers for eyefy tenant space on the front and rear access doors. 5L9 LTC QOOt) 14. Separate tenant finish permits are required for each individual tenant. /44,Pea. 15. Submit two plan sets of the precast concrete wall panels u~ a stru `ura stcc± signed by an engineered licensed by the State of Minnesota. STia. L.nkj_a_L S Art-r- lv ( G 16. Auto Parts: List types, and quantities, location of storage and Material Safety Data Sheets (MSDS) of combustible and flammable liquids. er l' r 17. Auto Parts: If provided, in -rack sprinklers, early suppression fast response sprinklers or other approved system that meets the National Fire Protection Association (NFPA) section 231c is required for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. 40 it, 0'00 — This review is based on civil plans dated September 8, 2009 and building plans dated September 18, 2009 that was submitted on September 18, 2009. The city Engineering department has approved the civil plans. The city departments of Community Development and Natural Resources and Building• must approve the building and civil plans before a building permit can be issued. Questions, please call me at 952- 447 - 9851, Sincerely, Robert D. Hutchins Building Official cc. Mr. Jim Schultz EFH Co. 2 DAKOTA - Pro p o s al MECHANICAL 575 Minnehaha Avenue / st St`. ' aul, MN 55103 to l September 4, 2009 8 FVC? Jim Schultz -- t-- - EFH Co. I l ((D rr eta- • S `O 2999 Co. Rd. 42, Suite 206 Burnsville, MN 55306 Reference: Crossroads Retail �.� � �� Prior Lake, MN 700 Jim, Per the base bid, the following drainage fixture units are set to be installed in the above - referenced building. (17) 1,200 sq. ft. tenant spaces Single restroom 9 dfu Mop sink 3 dfu Drinking fountain 2 dfu Total 153 dfu NAPA (2) Single restrooms 18 dfu Drinking fountain 2 dfu Mop sink 3 dfu Total 23 dfu Utility & Trash (2) 3" floor drains 6 dfu Tenant 120 2,280 sq. ft. (2) Single restrooms 18 dfu Mop sink 3 dfu Drinking fountain 2 dfu Total 23 dfu Daycare Restrooms & sinks 118 dfu Total Drainage fixture units for base bid 323 dfu The following is an estimation of possible future drainage fixture units for a typical mall consisting of the following. A small restaurant sized such as Subway, Caribou, Taco Johns, etc... dfu (typical) A restaurant sized such as a Chilis'I , Red Lobster, Champps, etc... dfu (typical) I f (3) small restaur is and (1) large were installed in this building, a dfu load would be approximated at � / 503 dfu. *03 < 100 Please call if y have any questions. Q /l/� f DAKOTA MECHANICAL ,, ` Mechanical Contractor Design/Build Phone (651) 454 -6645 Commercial/Industrial Fax (651) 454 -6718 Page 1 of 1 EFH CO. (Phone) 952 - 890 -6450 2999 W. County Road 42, Suite 206, Burnsville, MN 55306 (Fax) 952 - 890 -5476 TRANSMITTAL TO: Bob Hutchins DATE: 09/21/09 City of Prior Lake JOB NO.: 09 -55 4646 Dakota Street SE Prior Lake , MN 55372 -1714 ARCH NO.. TRAN NO.: 0011 FROM: Jim Schultz Construction Manager TO PHONE: 952 - 447 -9800 TO FAX: 952 -447 -4263 PROJECT: Crossroad of Prior Lake SENT VIA: Delivery Service COPIES: DATED: DESCRIPTION: 3 sets James R Hill Drawings ACTION: As requested REMARKS: Bob, updated civl drawings as requested. You should have received this current set with the 9/9/09 set that was submitted if you should need more information please do not hesitate to contact me. DISTRIBUTION COPIES SENT VIA By: Jim Schultz File EFH CO. (Phone) 952 - 890 -6450 2999 W. County Road 42, Suite 206, Burnsville, MN 55306 (Fax) 952 - 890 -5476 TRANSMITTAL TO: Bob Hutchins DATE: 09/18/09 City of Prior Lake JOB NO.: 09 -55 4646 Dakota Street S.E. Prior Lake , MN 55372 -1714 ARCH NO.: TRAN NO.: 0009 FROM: Jim Schultz Construction Manager TO PHONE: 952 - 447 -9800 TO FAX: 952 -447 -4263 PROJECT: Crossroad of Prior Lake SENT VIA: Delivery Service COPIES: DATED: DESCRIPTION: 4 Sets Architectural Consortium A2.1, A2.2, A3. 1, A3. 2.A4.1,A4.2,A4.3.A4.4,A4.4,A6.1 ACTION: For your use REMARKS: Bob, Add these drawing to your current set this will get you a good portion of the architectrual package, Architect is working on the final cover sheet ans should have it complete early next week at that time i can get you 4 updated compete sets. Call with questions DISTRIBUTION COPIES SENT VIA / By: L Jim Schultz File .AM111111111I EFH CO. (Phone) 952 - 890 -6450 2999 W. County Road 42, Suite 206, Burnsville, MN 55306 (Fax) 952 - 890 -5476 1 TRANSMITTAL TO: Bob Hutchins DATE: 09/18/09 City of Prior Lake JOB NO.: 09 -55 4646 Dakota Street S.E. Prior Lake , MN 55372-1714 ARCH NO.: TRAN NO.: 0010 FROM: Jim Schultz Construction Manager TO PHONE: 952 - 447 -9800 TO FAX: 952 -447 -4263 PROJECT: Crossroad of Prior Lake SENT VIA: Delivery Service COPIES: DATED: DESCRIPTION: 4 Sets 09/18/09 Architectural Consortium Permit Set Full Architectural 4 09/18/09 Energy Calculations • ACTION: For your use REMARKS: Bob, Please replace all of your current drawings with these sets for permit review we will get the NAPA and Day Care drawing to you in the next couple of weeks. If you should have any questions please do not hesitate to give me a call. DISTRIBUTION COPIES SENT VIA By: Jim Schultz File Memorandum DATE: August 6, 2009 TO: Danette Parr, CDNR Director / 60 FROM: Robert D. Hutchins, Building Official 0 RE: Site review for EFH Inc. Crossroads Retail Following are the results of the Site review for EFH Inc. Crossroads Retail. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). (Amur *a- avAa9C P4.4A1 "1. Complete a Building Code analysis for each building. IBC Chapter 5. Include the following: a. Occupancy Classification. b. Type of Construction. c. Location on Property. d. Allowable Floor Area. e. Height and Number of stories. p 'rovide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department ". Indicate on Site plan. Locate by Fire Department Connection (FDC) Islands, peninsulas and straight runs of curbs. Maximum sign spacing is 50' on center. IFC 1001.7.1. (/. Locate the FDC within 150 feet of a Fire Hydrant. Relocate the FDC from fenced in area on North side of building to a location advantageous for the Cities fire department incident staging. The preferred location would be at the center of the east face of the building on the northeast portion of the �f building. p.."44 .5. Provide a post indicator valves (PIV) on the fire suppression water supply service into the building. Locate a minimum distance away the height of the building. J:\LETRMEMO\EFH Crossrd\Prior Lake RetailDRC.DOC irlif COMcheck Software Version 3.6.1 t Enve Comp Certificate Minnesota Commercial Code Section 1: Project information Project Type: New Construction Project Tile : Crossroads Rob* Development Cordon Ski: Owner/Agent Designer/Contractor: Prior Lake, MN EFH Co. Brett Lo!Manes Architectural Co/sweeten 900 W. Thud St Sulks 220 kftnne polls, MN 66401 612 -438 -0735 Section 2: General information BuBdk g Location (for washer data): Scott, Minnesota C rhato Zane: 15 Heatkrg Degree Days (best 65 degrees F): 4499 Cooling Degree Days (bass 65 dsgnes F): 494 Vet6cal Glazing / Wait Ares PcL: 1211 Retail 39570 Section 3: Requirements Checkiiet Envelope PASSES: Design 9% better than code Climate- Sp.ClI4C Requirements: Component Name/Description Gross Area Cavity Cont. Prepond Budget or Psrhnstsr R Velw R -Yalu U- Faotor ti Factor Roof 1: Non -Wood Join /tatter/Truss 39570 0.0 23.0 0.042 0.045 Wail - East V Preset w/ Foam FBI Cons, Heat cspadty 9.3 9110 - - 0.100 0.064 Windows - Storefront: Metal Frame with Thermal Break:Double 1708 - - 0.430 0.520 Pane, Clear, SHGC 0.66 Doors - Alum. (17): ,mss (> 50% glazing), Clew, SHGC 0.53 357 - - 0.9200 0.520 Door - H.M. (2): Sold tar 50% gMzIng) 42 -- - 0.700 0.113 Door - Ovehsad: Overhead 112 - -- 1.450 0.113 Wall - South: V Precut w/ Foam FIN Cores, Heat capacity 9.3 4480 - --- 0.100 0.068 Windows - Storefront Metal Frame with Thermal Breac:Double 549 - - 0.630 0.520 Pane, Clear, SHGC 0.66 Doors - Mum. (4k Glass to 50% glazing), Clear, BMOC 0.53 44 - - 0.920 0.520 Door - H.M.: Solid (<* 50% 014113n9) 21 - - 0.700 0.113 Dona - Owrhsad: Overhead 64 - 1.450 0.113 Wall - West: V Precast wf Foam FIN CcwSS, Heat apadty 9.3 8834 - - 0.100 0.068 Doors - H.M. (14 Solid (cz 50% gluing) 336 - --- 0.700 0.113 Wall - North: r Precast w/ Foam Fill Cores, Heat capacity 9.3 4230 - --- 0.100 0.048 Windows Storefront Metal Frans wMh Thermal BrealcDouble 397 - - 0.430 0.520 Pans, Clew. SHGC 0.66 Doors - Akan. (0): Glass to 50% glazing), Clear, SHGC 0.53 126 - -- 0.920 0.520 Doors - H.M. (1): Solid (os 50% glazing) 21 -- - 0.700 0.113 Floor 1: Slab -On- Grads :Unheated 1425 - -- -- - Project Tl6s: Crossroads Rotel Development Report deb: oH0469 Data filename: MAProjects 2006106 - 1036.01 Prior Lake - EFIIIDrinvkigalBuldkigelPrior Latce.cak Page 1 of 2 (a) Budget U- factors are used for software baseline calculations OILY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: • 1. M joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. Q 2. Windows, doors, and skylights certified as meeting leakage requirements. • 3. Component R-values & U- factors labeled as certified. p 4. Insulation insnled according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 5. Vapor retarder t staNed. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the bolding Mans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Minnesota Commerdal Code requirements in COMcheck Version 3.6.1 and , comply with the mandatory requirements in the Requirements Cheddist. re k L e-AR f0,1 �►� `� o Project Title: Crossroads Retell Development Report date: 09/18/09 Data Rename: M:IProjeots 2008106 - 1036 -01 Prior Labe - EFiftbioreings1BulidingtOPrior Lake.cdc Page 2 of 2 t Metropolitan Council Environmental Services September 16, 2009 Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 Dear Mr. Hutchins: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Crossroads of Prior Lake to be located at 6880 Boudin Avenue NE within the City of Prior Lake. This project should be charged 4 SAC Units, as determined below. The Council understands this building is speculative retail. SAC Units Charges: Retail (speculative) 38,215 sq. ft. @ 3000 sq. ft. /SAC Unit 12.74 or 13 Credits: Future Demolition Single Family Dwelling (grandparent 1967) —14311 Timothy 1.00 Single Family Dwelling (grandparent 1968) —14291 Timothy 1.00 Assembly of God Church — 6880 Boudin Avenue SAC Paid 8/81 3.00 SAC Paid 6/98 4.00 Total Credit: 9.00 • Net Charge: 4.00 At the time the fmishing permits are issued, if the use changes from its speculative use to a different use, then the SAC assignment needs to be reviewed based on that change. Please be aware that the demolition credit is being taken ahead of the actual building demolition and no other credit will be available. At the time of the actual building demolition note on your SAC -D form that the credit has already been applied to a new use. Also keep in mind all demolitions must be reported within one month of the end of the calendar year during which the demolition occurred, in order for the prior use to be eligible for any credit on the property. www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101 -1805 • (651) 602 -1005 • Fax (651) 602 -1477 • TTY (651) 291 -0904 An Equal Opportunity Employer Page Two September 16, 2009 Crossroads of Prior Lake The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651- 602 -1118 or email karon.cappaert@metc.state.mn.us. Since y, 4/ 44 - 4 - --- Karon Cappaert SAC Technician MCES - Finance KC:kb: 090916A5 Determination Expiration: September 16, 2011 cc: J. Nye, MCES Jim Schultz, EFH Co (email) • • BRAUN 1 NTE RTEC Letter of Transmittal Client: EFH CO. Braun Intertec Project No: BL- 08- 05064A Transmittal No: 1 Date: September 11, 2009 Braun Intertec Corporation 11001 Hampshire Ave. S. Minneapolis, MN 55438 To: Bob Hutchins City of Prior Lake 4646 Dakota St SE Prior Lake, MN 55372 -1776 Fax: 9524474245 Re: Proposed Crossroads Development, 6880 Boudin Street NE, Prior Lake, MN This Transmittal is being Sent: For your approval As requested X— For your records For review r Information Sent Copies Reference Numbers Comments /Clarification Daily Reports 1 4 Reports Reports Dated 9/2/09- 9/4/09 Site Grading - Densities 1 Tests 1 -13 Report Date 9/4/09 & 9/8/09 Transmittal List 1 Information Sent Bob Hutchins, City of Prior Lake Daily Reports (1), Site Grading - Densities (1) Jim Schultz, EFH CO. Daily Reports (1), Site Grading - Densities (1) Sent By: Tracy L Kosen Phone: 952- 995 -2000 Rev. 8/6/04 • Providing engineering and environmental solutions since 1957 Page of 6 R A U N cmt -dson 4/07 I NTE RTEC Daily Soil Observation Notes Project No.: gG.c o5 A Date: 9-2- 09 Report No.: Project Name: eressre is - Project Location: GBfbe ex Gl'7 c / de Client: 4,;_c_-F4 Temp/Weather: !off' e4ete Project Manager: c _517's't c.62.1SO Time Arrived: Departed: Soil Observation Areas Observed: O1 ilding Pad 0 House Pad 0 Roadway 0 Pkng /walks 0 Footing O Proof Roll 0 Other (describe) T z.- I? Soil report available? g)-Yes 0 No Report reviewed? (g-Yes 0 No Report prepared by: gi2vw., Get copy Benchmark: Zi Benchmark elevation: 44Lj°ydr Benchmark provided by: Finish floor elevati on: .5/1.0,7g Bottom of footing elevation: 9P4.7 CI Bottom of excavation elevation: ALT P Approved plans available? 1/6...- Specified compaction: 98 % Fill source: acts- Oversizing appears adequate? Era 0 Yes 0 No Soils observed agree with Soils report? l2 res 0 No Soils appear adequate for design load `t e a s +, , Q N Proposed project bearing capacity (psf): 4 o r Contractor notified of results? es 0 No Name of person notified: a_' ts/ Llo eis y Was a copy of this report left on site? 0 Yes C lClo If so, whom was it submitted to? 4 a, / ,, .4.-°W _+—'rte III IIIIIIIIIIIIIIIIIMIIIIIIIMIIIIIIIIIIIIIIIIIIIIIINNIIPIIFIIAIIIIJIRFIPEIIII II K MI IIIIIINIIIIIIIIIIIIMIII Mill 1111:1Z-Z-7151E11111111111 =II 11111111111111111111111111111111 IIIM- IIMEIPMENININE . 7 cc, l' -, _ - ! . .111■■111■111111. 1117.■t#, il.111■■■111111I2■.1111111■■ ■■■■ �■■■■■■�■� MPIPI , IIIIIIIIMIIMIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIMIMIIIIIIIIIIIIMIIIIIIIIIIIMIII IIMMMIIIIIMIIIIIIIMIIIIIIIMMIIIIIIIIIIMIIIPPAIMIEIMMMIIIMIIIIIIIIIIIIIII IIIIIIIIIMIIIIIIIIIIIIIMIIIIIIIOIMFNMIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIMIIUIIIIIIII 111111111111111111111111110 Mau ' 0 ■ 2:1111111 ! !! Notes / Comments: ■ mannem■■mmrimmti■mm■.m "' Jrebttom elev date excavated, overs and type of bottom so on sketch Performed B —! ,,,'!C Reviewed By: Date: 3 V� This is a prelimin• port and is pr ed solely a evidence that field observations and /or testing was performed. Observations and /or conclusions and /or recommendation. • nveyed in the final report may vary from, and shall take precedence over, those indicated in a preliminary report. • Providing engineering and environmental solutions since 1957