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1720 Alexander Rd INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Kriob Road Permit Number: I ' Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: , „ l APPLICANT: i ;,i I •r~rll!i I: I.I. ~~FI,I~ re r- , PERMIT SUBTYPE: TYPE OF WORK: INSPECTION DATE INSPTR. INSPECTION TYPE DATE INSPTR. I iii I ~ I!~ I tt s t1,• I ~Il;t,rl E f.i i:?o r:l)Ili;l I J; 1 i, I{ I, rit 11 f;i~ 11 1~7~ I I. t I I Id rt I I~ f t1:+i~ f i I RI?A I I 1'1 l~ t'j i i ~ /5r; 1 1. 1 11,1 1 ? ~ 11 1 1' 1 limp Ni. 1 ~ r! I I irtl:: r Permit No. Permit Holder Date Telephone # S/W - - PLUMBING HVAC ELECTRIC ~"i(atiD~ 3 Q ELECTRIC Inspection Date Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter Engr./Plan Bldg. Final Deck Ftg. 7 Deck Final 91 Well Pc Disp. INSPECTION RECORD • CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: J (612) 681-4675 SITE ADDRESS: 1 1 i, l APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: INSPECTION TYPE DATE INSPTR. INSPECTION TYPE DATE INSPTR. F L Penult No. Permit Holder Date Telephone # S/W PLUMBING HVAC ELECTRIC ELECTRIC Inspection Data Insp. Comments Footings I 7/22 `,V- Foundation Framing Rooting _ J Rough Plbg. Rough Htg. ! /r u fr s• Isui. Fireplace Final Htg. Orsat Test Final Plbg. Pibg. Inspector-Notify Plumber Const. Meter 'P`te T Engr./Plan / Bldg. Final ale Deck Fig. Deck Final Well Pr. Disp. Aff - .1 INSPECTION RECORD T CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: ' p 1 (612) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: INSPECTION TYPE DATE INSPTR. INSPECTION TYPE DATE INSPTR. Permit No. Permit Holder Date Telephone M ELECTRIC PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT ^ TEST BLDG FINAL BSMT R.I. RSMT FINAL DECK FTG DECK FINAL CITY OF EAGAN 12618 ' 3830 Pilot Knob RoW;,P.O. Box 21-199, Eagan, MN 55121 , PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for 1)?Ti- I~ii?I2. EstWaiu, $404,050 Date S2PTEMBER 16 19 3`r' Site Address 1720 ALEXANDER RD Erect L Occupancy B2 Lot 1 Block x Sec/Sub. -'Z . L . JOHNSON Remodel ❑ Zoning 7,+ Parcel No. 15T ADD Repair ❑ Type of Const. T Tip Addition ❑ No. Stories W Name R.L. 7JHASON INVI STMENc.V COMove El Length 3 Address 701 DECATUR, STE 107 Demolish Depth o y Int Impr. Sq. Ft city (:',OLJ V,pfybne .541-1970 Install ❑ Q )Name SAIL,' Approvals Fees o $ ¢ Address Assessment Permit j 5 • 5 U City Phone Water & Sew. Surcharge 202 .5U IM Police Plan Review 597 .75 w Name ~ i -k; A: Fire SAC z Address Eng. Water Conn. C4 City Phone Planner Water Meter Council Road Unit I hereby acknowledge that I have read this application and state thatthe Bldg. Off. y Tr. PI. information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. APC Parks Var. Date Copies Signature of Permittee Total r' • 75 R.L. JOHNSON INVESTIMIEi.T 0 A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable gtate of Minnesota Statutes and City of Eagan Ordinances. Building Official " - Permit No. Permit Holder Date Telephone M luvabing LA u L [H.V.A.C . lectric Softener Inspection Date Insp. Comments Footinga I Footinga II Foundation y p Framing Rooting e Rough Plbg. Rough Mtg. II/~ ) Insul. d _ - i Fireplace Final Hill. Final Plbg•.!$,r Bldg. Final Cert. Dec. l ~J B Deck Fig. PlAf Deck Frmg. Well ELLL PERMIT # CITY OF EAGAN FEE 1~+/)"~~/ ~•~U MECHANICAL PERMIT , SC7 RECEIPT # ;O454-6100 SIC _ MINIMUM RESIDENTIAL FEE - $10.00 + $.50 TOTAL G" -J L~ DATE MINIMUM COMMERCIAL FEE `S- $20.20,#{ $0 1. Bldg. Type: Res Comm Inst 2. New V Add Alter Repair 3. Total Bid Price 1 4. Job Address k c; -,-N ~ a r1 Lot Block See 1 )r 4C) 5. Owner 6. Contractor 14 ew/ I_.~, 4q45t _5634/' (Name) ; A 2 3 - - 5 o (Street) (City) RAP) 7. Contractor Phone # J, RESIDENTIAL HEATING - 01-100,000 BTU's - $24.00. Each additional 50,000 BTU's or fraction - $6.00 RESIDENTIAL COOLING - 01-24,000 BTU's - $12.00. Each additional 6,000 BTU's or fraction - $6.00 MODIFICATIONS /ALTERATIONS -$10.00 minimum fee V HEATING VENTILATING HOT WATER STEAM V AIR COND. IR PIPING PROCESSED PIPING AIR HAND. EQUIP. REFRIG. RES. GAS PIPING OUTLETS - $1.50 TANKS: L.P. UNDERGROUND OTHER COMM./IND. RATE - 1% OF TOTAL BID PRICE PLUS $.50 STATE)S,URCHARGE FOR EACH $1,000 OF FEE. Signed: t!~~. GJ lX_for j~- ✓ LGI Approved Inspections: Date Rough Insp. Date Final Insp. CITY CC; EAGAN SEWER SERVICE PERMIT *95 Pilot Knob Road PERMIT NO.: Eagan, MN 55122 DATE: Zoning: No. of Units: Owner: Address: + 17,2 Q CiS: c_ [i i LJL-z, _ Site Address: Plumber: 4 1 agree to comply with the City of Eagan Connection Charge: g Ordinances. Account Deposit: Permit Fee: Surcharge: By _ Misc. Charges: Date of Insp.: - Total: Insp.:- Date Paid: - CITY OF EAGAN WATER SERVICE PERMIT 3795 Pilot Knob Road PERMIT NO.: Eagan, MN 55122 DATE: Zoning: No. of Units: Owner: Address: 7"1 G Ct c~~ !_r L Site Address: Plumber: Meter No.: _ Connection Charge: Size: Account Deposit: Reader No.: Permit Fee: I agree to comply with the City of Eagan Surcharge: Ordinances. Misc. Charges: Total: BY Date Paid: Date of I nsp.: I nsp.: sft- Y OF EAGAN Remarks 10 4810o 0613 OU Additio VIEW / Lot 6 Rlk Parcel_ Owner Street State 7i, `~1/ L- ..f.% .•--`r,~'!•.r mac. Improvement Date Amount Annual Years Payment Recei Date T+ ~D a3 STREET SURF. Licd,4 - 11 &A-1 STREET RESTOR. GRADING U~ SAN SEW TRUNK -9C 1968 0.25 2 _ _ SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 1-24-78 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 8UILDIN R. 4640 SAC 7500.00 8776 1-U-78 P K CITY OF EAGAN Remarks - 4-~,, -5;X. - Addition R. L. JOHNSON 1ST ADDITION Lot 1 Blk 1 Parcel 10 39900 010 01 Owner Street 3089 Sibley Mem Hwy State Eagan, MN 55123 Improvement tDate Amount Annual Years Payment Receipt Date STREET SURF. ig@" 42 in po STREET4W Q& 1114.038. 28 11403.83 10 GRADING SAN SEW TRYNK IQ68 Paid unde Original SEWER LATERAL WATERMA I N WATER LATERAL WATER AREA V977 aid Under Original Pa el STORM SEW TRK 1 q1to 16.240.8g 1,082.73 15 y~ STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. #4640 8776 1-12-78 sac 7500.00 8776 1-12-78 PARK / ~ ~,t.~'.,r~-~' Q~a.~. `~4-~ Co . /~l-saL~~ct/ ~l~cJ 1 ~1,t~ rt, ~J ~ i, c ~ : ~ ~ ; ~ t n vt~c l!~ - (p - 8 ! . Srf ~~u~ ~ GuG-~c c. I' ~ ~ r b.4, ~ ~ ~ -g t 'I Y OF EAGAN Remarks'" 7` / % - . 19 1 Alditio ° , SECTION 8 Lot 011 Blk X05 Parcel lb 00800 011 05 Ow er , "Z <?; ~(.Oet State Improvement Date Amount Annual Years Payment Rece' Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK Y41968 40A6 6 (0) C003934 1 24 79 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA -9114 1977 ORR-10 3 S9/'2 I--, IS 4409-70 C0035,34 1-24-7 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN BUILDIN ER. SAC RK 4 t2J)~'e~ fi, 7`✓ 1 Y OF EAGAN Remarks (1 :1 Add,*io Section 8 Lot 1 Rik 5 Parcel 10 00800 010 05 Owner Street State Improvement Date Amount Annual Years Payment Recei Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK St;~ 1 1 7.2 50-58 30 ~r r 1 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA ~3? 1977 329.0 421 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN, / BUILDING' ER. SAC- ,PARK CITY OF EAGAN 7C e ~LGe- r-1 3795 Pilot Knob Rood Eagan, MN 55122 N2 4640 PHONE: 454-8100 BUILDING PERMIT . , p Receipt # T o be used for Est. Value Dote ' 19 C IL 19 A Site Address Erect ❑ Occupancy or ' Lot Block Sec/Sub. 't Alter ❑ Zoning Parcel # 1 ; i ,i y j l} 00 Repair ❑ Fire Zone Enlarge ❑ Type of Const. j-hinsott Co. Move ❑ # Stories W Nome _ 3 Address 2 0 14 Demolish ❑ Front ft. ` Grade ❑ Depth ft. Cit Phone a Nome :-an ca Approvals Fees ZU Assessment = Permit-"!, U< Address ~ Ci Phone 5- I _117t ' Water & ~w.i Surcharge J -6777- Police Plan check W W Name ` 'y , : ' W Fire SAC Address Eng. Water Conn., ~w 4- r :10 a Planner Water r Meter W City Phone Council hereby acknowledge that I have read this application and state that Bldg. Off, the information is correct and agree to comply with all applicable APC Total - , 5 State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official Permit # Deb Iw d ~aneiMen Plumbing aq y A-?-Q7-7y Mechanical 9 G INSPECTIONS DATE INSP. Rough-In Final Footings 10,241-77 Date Insp. Date Insp. Foundation _ Plumbing rjf ~j~ -z p-> Frame/ins. Mechanical y.-~- Final - ' J61 - O Remarks: .,qe~ f0- o-t CITY OF EAGAN 3795 Pilot Knob Road Eagan, Minnesota 55122 Phone: 454-8100 - PERMIT No. 296 :ril 27, 197S, - Date: - ~ Receipt No.: ata4 r~11 Single I Site Address: ~ Residential Lot Block Sub/Sec. Multi Res., Comm./Ind. Name ' JOhnSOT. New/Alter./Repair. Address Cost of Installation City Phone: Permit Fee _ Name 1 ?'SF~C'13I1' C3? ;.%7C• Surcharge . j Address '1348 K- Tel tg City Phone: Total This Permit is issued on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. J Building Official - CITY OF EAGAN 3795 Pilot Knob Road E0900, Minnesota 55122 Phone: 454-8100 - PERMIT No. Date: Receipt No.: / ~a C7 ~CF.fv~dz Single Site Address: ~~=-8~ ~L"• Residential l Lot Block Sub/Sec. _'-`-r?ad04JVie Multi Res., Comm./Ind. Name f;. JOhnSon Cons t . New/Alter./Repair Il"`.v Address Cost of Installation City Phone: Permit Fee 7 0 . Or, Name _Qo"'7 Vos:a F3-i17 nc-, Surcharge 50 - g Address -13 4 8 K=Tel 0 V City r' Phone: Total This Permit is issued on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ✓ Building Official / 'f il~u ( ~A a~ T@AIpOTdT~I 1 i~ l III / / I / / ~l ' Tbu Certtfecate usned,purstiant to tbe,requirements of Section'306 of the Umfai»a B_udding Code-cert~f ysng tbdt at the timt of issuatue ibis structure was in compliance wath3brvattous ordaances o f ibe ity regulaiing building construction or use. For the following: Utt Clamfutlme Jl~Warehousa Bldg PemuiN a w ~~rK F2 -1 y, ~ceo>I~~em~IY-N ~dpkler '3 _zzeti u ~ I 1 ti` R' %L ,;T6 Snson 7TCo 920k`W. 27th St ~Mpls ~ Ownrs of HWdmg = ~ ~ Addrev ding A4Mesc , g iy u A A . e678 Bruldm Oiifoil a lI ,yp ~ ~Dsie"• 62 a , 40,1 1 7 6- X11 F3 r, Uhi,,t~4 S ~ 0/7 b Request Date Fee No I Rough-In Inpsechon Required Ins action Other Than ou1,h, in ^ (Y0a must call impactor when ready) Beady Now WI NoMY Inspector ZLiq'i ❑ Yes ❑ No Date Read IXicensed contractor owner hereby request inspection of above electrical work at: Jot Access (Street Box or Route IN City 1-1210 cL Section No Township Name or No Range No County baxiMA OCCUparn,(PRINT) Phone No ~AL~ l ~ OU ~ Power $vpph Address V) C_ Elecincsl Coniramor fC mpany Nam8 V✓V~V Conir_actor's License No Mailing Atltlress IConlractor ner Mating Installs I la n Apra rizeu S nature ContractcrlOwner Making Installation) Phu rylLmber' MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs~Midway Bldg. - Room S-173 BE ACCEPTED BY THE STATE BOARD 1821 University Ave St Paul. MN 55106 UNLESS PROPER INSPECTION FEE IS Phone (612) 642.0800 ENCLOSED. /~f/9cL REQUEST FOR ELECT PECTION 9"~~q,~/E , Q~7 !070006- / ► See instructions for completing this form on back of yellow copy. 'y'. "X" Below Work Covered by This Request; ew Add Rep Type of Building Appliances Wired Equipment e Home Range amp vary Se' e Duplex Water Heater Electric Heating Apt. Building Dryer Load Management Comm./Industrial Furnace Other (Specify) Farm Air Conditioner Other Isuemfyl Contractor's Remarks Compute Inspection Fee Below # Other Fee # Service Entrance Size Fee # Circuits/Feeders e Swimming Pool z 0 to 200 Amps Q 0 to 100 Amps Transformers Above ?EGG Amps ILBBMI Above 100 Amps Signs Inspector's Use Only TAL 'Irrigation Booms so 4J#-LG~'Kt.+aR_. Special inspection 00 -t~ Alarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 THS. I, the Electrical inspector, hereby Rough-in .r ate± _t d_ryy certify that the above inspection has penal Date been made. OFFICE USE ONLY This request void 16 months from hilaiiii- CITY OF EAGAN N p 30 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 N' 1 6 S PHONE: 454-8100' BUILDING PERMIT Receiptp To be used for INT. IMPR. Est.value $404,050 Date SEPTEMBER 16 ty 86 Site Address -089-S-I-BLEY-MEMO YWY- Erect ❑ Occupancy B2 Lot 1 Block 1 Sec/Sub. R.L. JOHNSON Remodel ❑ Zoning LI Parcel No. 1ST ADD Repair ❑ Type of Const 1.7.N Addition ❑ No. Stories Name R.L. JOHNSON INVESTMENT CO Move ❑ Length 701 DECATUR, STE 107 Demolish ❑ Depth 3o Address Int. Impr. Sq. Ft. City GOLD VP;Itone 541-1970 Install ❑ Approvals Fees o Name SAME Address Assessment Permit $1,195.50 city Phone Water &Sew. Surcharge 202.50 .Q Police Plan Review 597.75 Fw Name SAMF. Fire SAC Address 0 i Eng. Water Conn. < W City Phone Planner Water Meter Council Road Unit I hereby acknowledge that l have read this application and state that the Bldg-Off. 9/16/8 6 Tr. PI. information is correct and agree to comply with all applicable State of Minnesota Statutes and a an fd' eances. APC Parks g !~Var. Date Copies--$-l, Signature of Permittee Total - E A Building Permit is issued to: R. L . JOHNSON INVESTMENT CO on the express condition that all work shall be done in accordance with all appkca fate of Minnesota S tutes d it of Eagan Ordinances. Building Official CITY OF EAGAN 3795 Pilot Knob Read Eagan, MN 55122 N~ 4 6 Q 0 PHONE: 454.8100 BUILQING PERMIT APPLICATION $Lt9,00r000. Receipt # 8776 To be u\ed,fer Warehouse Est. Value Date Jan. 12, _ 19 78 Site Address \~'~"-~T-•" -"-1~' Erect [3; Occupancy F2 Lot 6 Block I Sec/Sub. Mea,`10 p4aW Alter ❑ Zoning I 1 parcel # 10 48100 060 00 Repair ❑ Fire Zone 3 Enlarge ❑ Type of Const. IV-N Sprinkl w Name R. L. JOhriSOn CO. Move ❑ # Stories 1 z 7204 W. 27th St. 2~ 9 Address Demolish ❑ Front ft. o City s • Phone 9ZO-1222 Grade ❑ Depth 300 ft Name Sam Approvals Fees O ou Address- Assessment 12.1) 717 Permit UW Water & Sew Surcharge 1000.00 Citv-. Phone 545-1145 12/16 77 JUUT 7S Delbert J Hall Police Plan check ww Name Fire SAC 7500-1710 ~ 3050 Metro Dr. To be xK Address Eng. Water ConnasSEsged aw City Mpls Phone 854-7820 Planner 12 22 77 ater Meter me Council A8nning 30.00 I hereby acknowledge that I have read this application and state that Bldg. Off. ngr the information is correct and agree SYE: all applicable APC 1 2 77 1 794 7State of Minnesota Statutes and City Signature of Permittee U A Building Permit Is issued to: R. L. Johnson Inv. Co. on the express condition that all work shall be done in yGord nce w't of applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official -e- This request void 18 months from C) 9 ,J5- /--;1 `6- )ab ,lu~ P 47735 Date of this Request - a2 1. as ❑ Licensed Electrical C ntractor! ❑ Owner, do hereby request inspection of the above electri- Eal wiring installed at: Street Address or Route No City Section Township Range County Which is occupied by X/. clo X17 Eto A Co r (Name of Occupant) Is a roughin inspection required on this job? No ❑ Yes~_ Ready Now ❑ Will Call Power Supplier /i' Sj' Address300 ~XWB~/ 'lye w /Orb p7 33 657 Electrical Contractor A q~q er(Cons Fr-EGr - Contractor's License No. _ mpany Name) ' J 72- (Electric Mailing Address 2✓'~ .50 A), 4,e%AA&l,1zv Lal Contratfor or OwnB Making This Installation) Authorized Signature /E L / Phone No.~,J 3 ys (Electrica coot, ctor Own akin9 This Installation) 5 FATE BARD COPY Minnesota State Board of Electricity 4 f 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 RtGUEST FOR ELECTRICAL INSPECTION CHECK BELOW WORK COVERED BY THIS REQUEST 4 7 7 3 5 -Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ❑ ❑ ❑ Range El Temporary Wiring 0- Duplex ❑ 11 11 Water Heater ® Lighting Fixtures 0 Apt. Bldg. ❑ ❑ ❑ Dryersr~ r, Electric Heating ❑ Commercial Bldg. ❑ ❑ Furn~cc" 1 ' '1 Silo Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Air ditio Bulk Milk Tank ❑ Farm ❑ ❑ ❑ pLList pList' Other I ❑ ❑ ❑ Hem s Aerers~ COMPUTE INSPECT F E BELOW .4 1 ServiceEntranceSize: F s&S Circuits: # Fee 0 to 100 Amps- - ` " 0 to 'Amperes 0 to 30 Amperes O 26/ 101 to 200 Amps. 31 to 100 Amperes 31 to 100 Amperes Above 200 ps. t7G 11 Above 100_Amps. Above900 Am s. Transformers 0 11 Remote ConVol Circ. Partial or other fee r Signs Special Ins ection Minimum fee Remarks TOTALIZE ,t0 I, the Electrical Inspector, hereby certi that the a ve inspection has been ma . (Rough-in) - (T 5 Date fs~y ai!/ (Final) Date ZiQ-7~ This request void 18 months from G ~6"j~ 3_ ~F- 7y ;7j- 7y 7, P This request void 18 months from r Date of this Request , /1 /Z 7 I 20866 I, assLicensed Electrical Contractor ❑ Owner, do hereby request inspection of the above electri- cal wiring installed at: R. Qp _ Est Qp(~in~ d Street Address or Route N U T City 0P ,441 Section Township Range- County -04'o / e Which is occupied by ylA Jo / I S e y JTn y 60 (Name of Occupant) Is a roughin inspection required on this job? No ❑ Yes Ready Now Will Call ❑ ,yooo J` S~ Power Supplier Address Me%o x-714, 44 S-Sro 5 S - 33L 8? Electrical Contractor / M e44 f •t S P o Contractor's License No. _ (Company Name) _ Mailing Address .2 IV So A',,0 ert"f f A-'`AVe at Ze.7E nlt"'r (Electrical contractor or Owner Making This Installation) Authorized Signature ivs.i Phone NJV-3 S kf f ~IJirt~~(Electrical Contractor or Owngr Ma1QKg This Installation) (\~\~'~Gr53 47 E C/ kl DRAM COPY V Minnesota State Board ctricity 4 c:~J~J f ♦ 1954 University Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUEST FOR ELECTRICAL INSPECTION r CHECK BELOW WORK COVERED BY THIS REQUEST 2 0 8 6 6 Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ❑ ❑ ❑ Range ❑ Temporary Wiring Duplex ❑ ❑ ❑ Water Heater ❑ Lighting Fixtures ❑ Apt. Bldg. ❑ ❑ ❑ Dryer ❑ Electric Heating ❑ Commercial Bldg. IN ❑ ❑ Furnace ❑ Silo Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Air Conditioner ❑ Bulk Milk Tank ❑ El 11 0 List List Oth r ❑ ❑ ❑ BeheI ers reers} COMPUTE INSPECTION FEE BELOW_--., 1 Service Entrance Size: # Fee Feeders Su era: # Fee Circuits: # Fee 0 to 100 Amps. 9 o s 0 to 30 Amperes 101 to 200 Amps. 31 to 1 re 31 to 100 Amperes Above 200 Amps. Above 100 s Above 100 Amps. Transformers Remote Control Circ. - Partial or other fee Signs Special Ins ection Minimum fee $5.00 Remarks 40 TOTAL F .4 I, the Electrical Inspector, hereby certify that the above inspection has been ma e. (Rough-in) Date (Final) 7/7 77 Pate /-7 This request void 18 months from November 29, 1977 TO: Tom Hedges FROM: Dale Peterson RE: R. L. Johnson Warehouse - New Construction Lot 6, Meadow View Addition, and Government Lot 3 is the former site of the Alexander Gravel pit area. That area was used for processing and storage of earth products for many years. one of the stipulations of the Mining Permit was to regrade the area to acceptable standards. The regrading was done in a manner that would support future industrial construction for which the area is zoned. The R. L. Johnson Investment Co. requested a permit for construction of a 150,000 square foot warehouse. Staff could have granted such a permit under Section 52.09 as amended April 20, 1976. The permit was held up because staff's opinion was that Government Lot 3 did not meet platting requirements. A verbal approval was given to do foundation work up to grade only while the necessary hearings were held. This is not contrary to policy. The same policy was followed as with West Publishing, Coca-Cola, and others through the years. Construction to grade can be easily reduced to original if need be and the developer or builder suffers the loss. Another question that has arisen is an E.A.W. may be necessary, when construction is close to a watershed area. The E.Q.B. has indicated to the City Staff that the E.A.W. may not be a mandatory requirement. At this point, we are waiting for a determination from D.N.R. on whether the gravel pit area which is now flooded is classified by the D.N.R. to be a type II, III, IV wetland. If the D.N.R. determines these ponds to be within this category, then an E.A.W. will be manditory. Dale Peterson" 0 PHONE 454.6100 CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN. MINNESOTA 55122 December 9, 1977 Mr. John Klein 1495 Lone Oak Road Eagan, MN 55121 Dear John: Re: R. Johnson Construction and Development Corporation Enclosed is a copy of the information you requested concern- ing the R.L. Johnson warehouse located on unplatted property in Sibley Terminal Industrial Park, Section S. For your reference, are the following documents: 1. Advisory Planning Commission report as prepared by Dale Runkle. 2. Memorandum to the City Administrator from the Building Inspector concerning the R.L. Johnson warehouse. 3. A letter received from Nancy Salustro, Environmental Planner, for the State of Minnesota Environmental Quality Board The City of Eagan is in the process of reviewing an ordinance that will eventually be adopted to clearly outline when an Environmental Impact Statement is required at the local level. At the present time, the City is not requiring EIS statements unless they are required by the Environmental Quality Board. Had the Environmental Quality Board required an EIS statement, the City would have required Mr. Johnson to prepare the same before any additional construction would be allowed. This precedence has been followed since West Publishing Co. submitted an application to construct a building in the City of Eagan. We have had some developments and other construction Mr. Klein Page Two December 9, 1977 that were on the borderline of an E15 and did not require an EIS of those developers. According to the letter presented to the City by Nancy Solustro, it certainly appears that this building is a borderline case, falling just below their requirements. If you need any additional information on the matter, please feel free to call me at any time. Sincerely, Thomas L. Hedges City Administrator skk enclosures 12 5 ~u r,~p STATE OF MINNESOTA N ENVIRONMENTAL QUALITY BOARD CAPITOL SQUARE BUILDING 550 CEDAR STREET ST. PAUL, 55101 296-8255 Phone: December 2, 1977 Dale Runkle City of Eagan 3795 Pilot Knob Road Eagan, MN 55122 RE: Industrial Development, Eagan Dear Mr. Runkle: Pursuant to our telephone conversation on November 25, 1977 concerning the industrial development of 150,000 square feet of floor space, we understand that the project does not meet a mandatory category, how- ever, it falls just below the threshold on the following categories: 1) MCAR 3.024 B.l.b., "175,000 sq. ft. of industrial floor space;" 2) MCAR 3.024 B.l.d., "20,000 sq. ft. of industiial floor space having 1500 ft. of shoreline frontage;" 3) MCAR B.l.r., "an action that would significant alter a five acre wetland of type 3, 4 or 5." Fran our telephone conversation we understand the proposed development is 150,000 sq. ft. of industrial floor space, 800 ft. of shoreline, and bordering a floodplain. From my conversation of December 2, 1977 with Mike Meuller of the regional waters division of the Department of Natural Resources, the project also is very close to a type 5 wetland of five acres. As you know, the pntpose- of the EAW is to provide information on the environmental impacts of a project and any measures planned to migi- gate these impacts. We would suggest that the City of Eagan consider sLtmitting an optional FAW to address the potential environmental impacts of this project. If you have any questions, please contact me at the above number. Sincerely, Nancy Salustro DCC Environmental Planner v 19r~ NS/dh cc: Mike Meuller, Department of Natural Resources S' 2 AN EQUAL OPPORTUNITY EMPLOYER O n;visiurd or srnrF_ FIRE NIARSHAL i zap uuiv=_RS If v :,Vt_H UL SF t'.'. UW, I N H ESO;A 55104 TW E"HONG: (421 29MMI Irt November 18, 1977 STATE OF MIN NE YOTA DEPARTMENT OF PUBf,..iC SAFETY Control I:o. 11-1f;-977-h43 R. L. Johnson Construction 7204 '.Jest 27th Street Mpls., AN 55426 Rec Installation of 1120,000 underground F/0 tank a1s~3089-Srtrley- 1emor-i-a-l-Hwy-,- Egan, Minnesota. - - To Whom It May Concern: The plans for the above installation have been reviewed pursuant to Minnesota Statutes, 1974, Chapter 299F.19. Preliminary approval is given for the aforementioned project subject to compli- ance with the pTo:isions of 1liinnesota Statutes, State Fine Marshal Regulations, and local ordinances and permits. Construction shall be in conformance with the standards contained in National Fire Protection Association Pamphlet 30, Flammable and Combustible Liquids Code (1973 edition as amended). Final approval will be given following an inspection of the facility by either your area Assistant State Fire Marshal and/or local fire authority. Approval of the project described in this letter does not relieve the applicant of responsibility to other Federal, State or local agencies regarding adherence to regulations or the need to obtain necessary approval. Questions concerning this project should be addressed in writing to our Office for a formal response. Please refer to the control number listed above in all future correspondence concerning this Project. Yours very truly, toes Werner, State Fire Marshal by A. L. (Larry) Luukkonen Assistant. State Fire Marshal cc: Mike Reber Egan Fire Dept., John Karich, Dept. of Labor and Industry Edward Hem, Energy Agency AN EQUAL OPPORTUNII Y E.mPLOYER November 29, 1977 TO: Tom Hedges FROM: Dale Peterson RE: R. L. Johnson Warehouse - New Construction Lot 6, Meadow View Addition, and Government Lot 3 is the former site of \the Alexander-Gravel pit-aiea. That area was used for processing and storage of earth products for many years. One of the stipulations of the Mining Permit was to regrade the area to acceptable standards. The regrading was done in a manner that would support future industrial construction for which the area is zoned. The R. L. Johnson Investment Co. requested a permit for construction of a 150,000 square foot warehouse. Staff could have granted such a permit under Secticn 52.09 as amended April 20, 1976. The permit was held up because staff's opinion was that Government Lot 3 did not meet platting requirements. A verbal approval was given to do foundation work up to grade only while the necessary hearings were held. This is not contrary to,policy. The same policy was followed as with West Publishing, Coca-Cola, and others through the years. Construction to grade can be easily reduced to original if need be and the developer or builder suffers the loss. Another question that has arisen is an E.A.W. may be necessary, when construction ! is close to a watershed area. The E.Q.B. has indicated to the City Staff that the E.A.W. may not be a mandatory requirement. At this point, we are waiting for a determination from D.N.R. on whether the gravel pit area which is now flooded is classified by the D.N.R. to be a type II, III, IV wetland. If the D.N.R. determines these ponds to be within this category, then an E.A.W. will he manditory. Dale Peterson CITY OF EAGAN SUBJECT: VARIANCE TO BUILD AN INDUSTRIAL BUILDING ON UNPLATTED PROPERTY IN SIBLEY TERMINAL INDUSTRIAL PARK - SECTION S. PETITIONER: R. JOHNSON CONSTRUCTION & DEVELOPMENT CORP. EXISTING ZONING: UNITED INDUSTRIAL DISTRICT DATE OF PLANNING COMMISSION MEETING: NOVEMBER 22, 1977 DATE OF REPORT: NOVEMBER 17, 1977 REPORTED BY: DALE C. RUNKLE Petition The petition is for a variance to build an industrial building on Lot 6, Meadow View and unplatted Government Lot 3 in Sibley Terminal Industrial Park. Comments 1. This petition was presented before the last Planning Commission meeting and was referred to the City Engineer for more detailed informantion. 2. Alexander Drive will be dedicated as a 60' wide street. 3. Utility Easements have been provided across the property. 4. There will be adequate access to the storm water holding pond directly south of the Johnson property. 5. Mr. Johnson has done some grading and started the footing on the proposed building. He agreed it would be at his own risk and would burry the footing if the plan was not approved. 6. Mr. Rosene will comment on the proposed site at the planning Commission Meeting. 7. Mr. Johnson was not informed to Petition for preliminary plat so the notice was not publish; However he has ' met all the . requirements the City has requested. If approval of the building permit is granted it should be subject to the following conditions. 1. Request the property to be platted by the time the occupancy permit is granted. 8. Exhibit "A" indicates the location of the subject parcel. X19 - - A~' ~ v~ 'C J TN TV TN 1 / d ~UN CLUB OST NO3 \ILAK~E V / H IE - PARK / / .c U~ _ ~ R LEA ARK _ EABANDA y ErN A LOW „Fl r D h "Y~A6 % e,A SCMOD ~ ILLLLLLLLL -r ~ Kill U.19.: POSTAL ADDITION / . / r., r rn>n ~ ~~4 RIDGE YANK E D00 R AO CO flD w 2B 3RD 5TH-, SU EY 9TH 6 EN /ir ~G' I II i ADD / Vii' I ~UJ~ HEIGHTS P DG IST/ 2ND / I/ - - J A Ar, f _ jlh \ s a' IIi/~ I~ I„ _I I R IY ~ e / PILO N 1 I V l1 TA ENOF B~YCNNAWN• ~ /q ~ ji A p~ \J ~~DITION I L£`2A°ndD ~ //a ice. _ I CITY ..IO / 'l~IL MALL ME RO CE~TE PII~AY;RN4~8' ESCOTT ROA ILV BELIY'R - IT BLACKHAWK .1 [ea PARK / ~ i i%r r SK E~ -No-- 1 / i q I~ _ - P-q E WLLA DALE MEG lay SARAN AN LMq uan / ' o PAR A y~ ~ PARK . U :A / I~ vim' I I C. S A H s ' 1 177T 5A, ~o ied oiy Rte, 4ad""_ .>Qaeoc e s 2333 4d. 1,"4 4, 36 - 'S>'- - - orro"G. aaneanau, P.F,. -=ROben'W. Rosene;.P.E. a Pa,~r /H1KUedota 55113 - • . . - Joreph C.. Andirl&. P.E:. - P!>' m 6364600 - ' • , - Brad)oid A..l enthe% H£. Robert-D. FNgadrd, P.E,. Y 'Richard E. Tamer.-P.E. , ' ,li•s-{. ..r- Jhmer C. Olson,-PE.., - October 31, 1978 Lawrence F. Feldslen, ,P.a. 1.. R. Cook. P.E. + i.. KeIlh A. Go dan..P.£. Thoo ai E. NbJ'es, P.E. Richa0'141.. -FOshr, P.E., tTr ]4d..Slk - f i. ` ♦ -Bobo( C. Schunichi. P,E. .Northern ~Btates 'Power. Co.-. '='f Marvin, L. Sorvala::P.£ 3000.Max~eell AVa. _ Charles A. Ewcksd. " Newport, ffi. SSQSS, ` Re: R. L. Johason Nerehodm Ugt- station sagany+Hinngaota r y = 1- 1114 'No. 4993, T.T Door' Sir; We bavs previously diseussed with your-of#i4w-:the:6atriiahing of power. o tbo,.lift station being:.consttucted to serve the R. L.-Jobaaon Warehouoe ' Ott mssdowole4' Road at `the Noithwestere Utlio" : right=of- Way in Eagea, sncloaed Lesewikh it a ceps gf tho site.plag ahoaing the proposed lot;' loeacier of the service'traneformar. Tta'.eCatiactor•for this project lo, l'a7rrott' tdnsttuetioe Corepaoy $TheY: expect Ito stert work, on the: pet-,s•ll: portion. of _ tbie =lift. station eery aoon. The- piisps are not expected: to be , delivered oatil'in December.:.tbvaver. it is desired ihat_ths electirfc,°`' sarvice•be installed prior to;freeseUp_so that rho, pu4s con..Ue:pleced into.: Qpefrstion without delay vhan-.tbay arrive.: tleaae edAiae 0-e'aoeting oinI + site 1w-deeised..to pin- point the location of the strYiee end to anewes of quostions_Ohich.aiay have at son 'xele .7 . 11 tits to the electric.aerviaIi:J 1 Yonrs very truly, BMISSTRCD, ROM=, -Ai=LiR, `Aikg=' IATRSIM lDaltali 6 7~ g+ I c _ cc, Tom r6dj.cFJ#/(/ L 'l~ \•~i P Tam Colbert: ' tl -•.0~ 1 Alyce.Bolke 7. ` l,PQ R. JOHNSON CONSTRUCTION & DEVELOPMENT, INC. (612) 920-1222 Louisiana West Building Industrial 7204 West 27th Street CD Commercial Minneapolis, Minnesota 55426 General Contractors May 9, 1978 City of Eagan 3795 Pilot Knob Road Eagan, Minnesota 55122 Attn: Mr. Tom Hedges Re: R. L. Johnson 1st Addition Development Bond File No. 49 - Bonds Dear Mr. Hedges, R.L. Johnson Investment Company has no intention at this time of requiring a 44' wide, 9 Ton road connecting our property to State Highway 13. Yours very truly, R.L. Johnson Robert L. Johnson RLJ:fd cc: Alyce Bolke Paul Hauge Keith Gordon fj1 17 y, MAY d21'F'8 9 ~ o I Zti' Council Minutes September 2, 1980 Page Four 06211 6. Minimum basement floor or walkout elevation shall be maintained at 919.0. Anv elevation below this must be reviewed and approved by the building inspector. 7. That the seller notify buyers of lots of storm sewer elevations imposed by the City. All voted in favor. D 80-78 CR.L. JOHNSON_I ST ADDTTION VARL4%6E_~ The application of R. L. Johnson for variance from the 35% lot coverage requirement located onChot 1.;_8 _L_Johnson_1st=Add'1tion was next considered. Representatives of R. L. Johnson were present and reviewed with the Council the request to increase the lot coverage from 35% to 40.7%.. It was noted that the 64,000 square foot warehouse addition proposed to be added to the 151,980 square foot existing office-warehouse structure wa's located in a position not visible from Highway #13 and there were no objections from surrounding property owners. The APC recommended approval subject to conditions. Wachter moved, Parranto seconded the motion to approve the application because of its isolated location, the small amount of parking demand for the existing and proposed uses, subject to the fallowing: 1. That a detailed site plan of the existing building, the building addition, parking and landscaping be approved by the City staff. 2. All easements shall be required per recommendations of City staff. 3. The parking area shall be surfaced and concrete curbing be provided around the perimeter of the parking lot. 4. A $2,000 landscaping bond shall be required and not released until one year after the landscaping has been completed. 5. A grading and drainage plan be approved by the Engineering Division prior to final plat approval. 6. The existing 8" watermain within this property shall be extended to the - southwest property line for future extension and looping and that a 15' easement centered over this watermain be dedicated. 7. That the owner will provide sufficient off-street parking for anticipated uses of the building. Those in favor were Blomquist, Wachter, Parranto and Egan. Against was Smith, indicating that he felt that the ordinance should be adhered to and that there was no hardship involved. CONTRACTOR'S MATERIAL & TEST CERTIFICATE PART "A" GENERAL PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SMALL BE MADE BY THE CONTRACI'OR'5 REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SMALL BE PREPARED FOR APPROVING AUTHORITIES. OWNERS AND CONTRAC- TOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJUDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL. POOR WORKMANSHIP. OR FAILURE TO COMPLY WITH APPROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PROPERTY NAM DA D ~nl C)AL ~'l ~I e /i&13 J 'P PROPERTY ADDRESS 1-3 Y ACCEPTS BY APPROVING AUTHOR 'S) NAMES 7-~-0 C2 C .~c~>cetn a ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES ❑ NO ❑ EQUIPMENT USED IS APPROVED vu 0 No IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT' This ❑ NO ❑ IF NO, EXPLAIN INSTRUC- TIONS HAS A COPY OP INSTRUG710N AND MAINTENANCE CHART BEEN LEFT AT PLANT? YO 0 NO 0 IF NO. EXPLAIN FLUSHING Flaw the required rate Ann) water In Clear M Indlfnted by no collection of foreign materlel I. burlap bap at outlets each As 0 nnls an plow-offs. Fluah At flow. ant lean than Oyu GUN' for $-Inch pipe ape similar, 1000 OPM for S-Inch VIM, 1600 GPM for 10-Inch VIM, and ION GPM ter It- m( h pipe When supply cannot nruda. etlptdated flow rates, Obtain maximum available. TEST HYDROSTATIC: Hydrostalle tests shall be made at not lass than goo PEI for two Noun or LOPE' shave suite Praseos, In An"" of 100 PSL Dlfferentl.l d,,-,IM 1.11e ClAppera shall be tart open during test to prevent damage. All hme elfronnd Piping leakage shall W MORRIS- DESCRIP- LEAKAGE: New pkw WIS with rubber Asketad JnintA shall, If the workmanship Is satiatsctory, have little er no beekap at the JOinia The mnount of leakage at the Joint. shall not exceed E quarts per hour Mr loo joints Irromp ctlvely of plM dlametor. The leakage shall be dw- trlbuted over All )-lots. If such leakage notion at a few Joints the InstsllRtkm shall bs considered unsatiatectory, and neemeary Impairs, TION made. Sew plpe laid with caulked land or lead-subatilute Joints shall. If the workmanship is satisfactory, have little or no leakage at Me Joints Any Joint having leakage or more thpn A "sight drill" at "weeping" shell be repaired, Leakage shall not exceed 1 oz. (Liquid meas- ure) per hour per Inch of pipe diameter per Joint. The leakage shelf be distributed over all joints. It such leakage occurs Almost. en- tirely at a few Joints, the Installation shall be considered uasatlafaetnry and necessary roMln made. PNEUMATIC: Eetablleh 40 PSI It Pressure and measure drop which NMI not sgMed 1% PSI in Te noun. That pressure tanks at normal water level and air pressure and meauure air pressure drop which Nail not egased IN PEI in JO "urn. PART "B" - UNDERGROUND PIPING FEEDS SLOGS. LOCATION PIPE TYPES AND CLASS PE JOINT UNDER- TY GROUND CONFORMS TO STANDARD YY ❑ NO IF NO. EXPLAIN PIPES AND JOINTS NEEDING ANCHORAGE CLAMPED. STRAPPED. OR BACKED IN Y" ❑ NO 0 ACCORDANCE WITH STANDARD JOINTS IF NO, EXPLAIN TESTS FLUSHING HYDROSTATIC LEAKAGE REQUIRED NEW UNDERGROUND PIPING FLUSHED ACCORDING TO STANDARD Yp O BY (COMPANY) HOW FLUSHING PLOW WAS OBTAINED: PUBLIC WATER TANK OR MUNIVO1R 0 rin PUMF 0 THROUGH WHAT TYPE OPENING: FLUSHING MY% BUTT. 0 OPEN FIFA I] LEAD-INS FLUSHED ACCORDING TO STANDARD TESTS BY (COMPANY) HOW FLUSHING PLOW WAS OBTAINEDi rUBLM WATp 0 TANK OR MOVO1R [3 RR PUMP I] THROUGH WHAT TYPE OPENING: Y CONN. TO FLINGS A, RIgUT Cl OrON Mrs 0 Printed Is, U.S.A. HYDROSTATIC ALL NEW UNDERGROUND PIPING HYDROSTATICALLY TESTED AT TEST PSI FOR HOURS TOTAL AMOUNT OF LEAKAGE MEASURED , LEAKAGE GALS. xouRE TEST ALLOWABLE LEAKAGE GALS. HOURS NUMBER INSTALLED TYPE AND MARE HYDRANTS ALL OPERATE SATISFACTORILY Yee RO WATER CONTROL VALVES LEFT WIDE OPEN: YRS 0 No 0 CONTROL IF NO. STATB REASON VALVES V'S HYDRANTS INTERCHANGEABLE WITHIN THOSE OF FIRE DEPARTMENT ANSWERING ALARM? Yo 0 No 0 DATE LEFT IN SERVICE REMARKS PARTS A & R NAME OF SPRINKLER CONTRACTOR POR PROPERTY OWNER (SIGNED) TITLE FOR SPRINKLER CONTRACTOR (SIGNED) DATE SIGNATURES TESTS WITNESSED BY TITLE DATE PART "C" - SPRINKLER h WATER SPRAY ABOVEGROUND PIPING (PILL OUT SEPARATE PART "C" MR EACH RISER) LOCATION SERVES SLDGS.: TESTS HYDROSTATIC: ALL PIPING. REQUIRED PNEUMATIC: DRY PIPING. DRAIN: _ _ EQUIPMENT OPERATION: ALL. MAKE MODEL SIZE QUANTfTY TEMPERATURE SPRINKLERS RATING OR SPRAY NOZZLES PIPE AND MATERIAL AND KIND CONFORMS TO _ STANDARD FITTINGS IF NONE. EXPLAIN A L A R M D E V I C E MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE OR FLOW TYPE MAKE MODEL MIN. SEC. INDICATOR OPERATING TEST RESULTS: TIME TO TRIP TRIP TIME ALARM DRY MAKE MODEL SER. THROUGH TEST PIPE i WATER AIR 1 POINT WATER I REACHED OPERATED N0. WITHOUT W1 TH y PRESS. PRESS. AIR TEST PROPERLY PIPE Q. 0. D. Q0. D. I PRESS. OUTLET MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. MIN. SEC. YES NO VALVES IF NO. PLAN OPERATION: PNEUMATC 0 ause"IG NYPRAUuc ❑ PIPING SUPERVISED: YKS 0 NO 0 DETECTING MEDIA SUPERVISED' yes No DELUGE DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS? Y" ❑ NO } IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUR MR TESTING? Yee 0 NO 0 IF NO. EXPLAIN PREAATION VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? VALVE RELEASE? OPERATE RRBAM YES NO YES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HOURS DRY PIPING PNEUMATICALLY TESTED: res NO 0 TESTS EQUIPMENT OPERATES PROPERLY: To No ❑ IF NO. STATE REASON DRAIN TEST: READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIVE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED BLANK TESTING WELDED OR BRAZED PIPING Yee ❑ No 0 IF YES, DO YOU CERTIFY AS THE SPRINXLER CONTRACTOR THAT THE WRLDENS OR BRAZERS ARE QUALIFIED FOR WBIAD- GASKETS ING OR BRAZING IN ACCORDANCE WITH THE RE UIREMENTS OF ARUM EOU,ER AND PRESSURE VESSEL CODE. SECTION IX, QUALIFICATION STANDARD MR WELD/NO AND BRAZING PROCEDURES, WELDERS, BRAEERS. AND WELDING AND BRAZING OPERATORS I" EDITION. YO 0 NO REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN. NAME OF SPRINKLER CONTRACTOR FOR PROPIERTY OWNH (SI BDI TITLE PART "C"c~d-vim. SIGNATURES MR SPRINKLER CONTRALTO STONED) TESTS WITNESSED BY TITLE DATE TITLE SERVICES, INC. HOH M8iTRO 9QVAR8i SVILDilgaF 9T. PAVL, MINNH:HOTA B 6101 ®18-887-78O~i Date: January 19, 1978 City of Eagan 4795 Pilnt Knnh Bond Eagan, Mn 55123 Re: TSI File No. C5068 Property: Eagan Legal: see attached Tdx Identification No. Parcel # 10-00800-011-05 Gentlemen: Enclosed please find our check in the amount of $ 5,745.49 which represents payment in full of all assessments on the above captioned property. Please furnish our office with a paid receipt at your earliest convenience. Sincerely, TITL-E SERVICES, INC. Pat'Williams Encl. TSI-042 i EXHIBIT "q" DESCRTPTLON OF PROPI?RTY Lot Six (6), Meadow View, and That part of Government Lot Three (3), Section Eight (8), Township Twenty-seven (27), Range Twenty-three (23) described as fol- lows: Beginning at the most northerly corner of Lot Four (4), Block One (1), Sibley Terminal Industrial Park, thence southwesterly along the northwesterly lire of said Lot Four (4), a distance of 203.00 feet; thence northwesterly, de- flecting to the right 90°00'00", a distance of 350.00 feet to the southeasterly: right-of-way line of the Chicago, St. Paul, Minneapolis 4 Omaha Railroad; thence northeasterly, along said southeasterly right-of-way line, to the southwest cor- ner of Lot Six (6), Meadow View; thence easterly, along the south line of said Let Six (6), to the southeast corner of said Lot Six (6); thence southwesterly tn'the most northerly corner- of Lot Two (2), in said Block one (1); thence soneh- "westerly, along the northwesterly line of said Lot Two (2), to the norLheas W rIv line of said Lot Two (2); thence northwesterly, along said northeasterly line, to the most northerly corner of Lot Three (3) in said Block One, (1); thence southwesterly, along the northwesterly line of said Lot Three (3), to the point of beginning. 1 DATE 01 d- ° 7~ BUILDING PERMIT APPLICATION Include 2 sets of plans, 1 site plan w/elevations and 1 set of energy calculations. To be used for OY o P Valuation f 9~/J 1!576~~ Site Address: Lot Block Sec./Sub. Parcel Number / N/ta ~uJ~/i~q% /0 </,~/CAD O(o0 OD Owner /Telephone I _ ~ Z Z Z Address 2.;-2 04Z / 2 7 Contractor ephone Sgt 4~ Address Arch. /Eng yP/~lr7 Telephone 49 Address. SO ~t• OFFICE USE Erect Occupancy Alter Zoning F / Repair Fire Zone .11 Enlarge Type of Const. n > Move # of Stories Demolish Front Grade Depth 3 DO OFFICE USE Date of Approval & Initial FEES Assessment C~/ad179 - Permit Water/Sewer Surcharge 1,000 Police Plan Chec~ Fire SAC Eng. Water Conn. d 2 Planner l2 -a2 ?7 W t r Meter Council .5-3 30. °i Bldg. Off. 7 )ivy/- /9r d- ~4 p, a`' A.P.C. 11-72 - 7L TOTAL r _ ...J~..k..~. •Y Via` Kr 1 - 1 f 1'' : i+. 1 L 1 r:? a z {S .i _ _ . n < - ::1:: U J C' -tit- A* -w -r-L- -j*- -w JO%,- R. JOHNSON BLDG. 1083 JOB NO 5428 DATE 09/09/E36 PAGE 12 'i *****************************WATER SUPPLY BGI~Mi~TxG~+►~a»aa~ ~r~~~r~~~I~~a~ar~~~~~r~aa msssmiesasssen:saemaRaaa+ssaaattea:slpltc¢gaKSretaemt~rsnosmesreaasmassamsarsaumemoeseasrrssasaeea~rarmxesaommsate 1 1 STATIC PRES. F j.L. t-(N tom! ' ! *a:-- 90.000 PSI ! . S ~h i r V. LLI _ J r P ! `t P ! L ! 1 Y a 7 1 1 C PRES. AVAILABLE ! 1 r;. _ t.ZO PSI ! ! SAFETY MARGIN * . ! f! 32.080 PSI v SYSTEM DEMAND--? FLOW AVAILABLE ! i ! 514.96 GPM l 0 GPM HOSE . 391-7.94 GPM ! ! ! E ! TOTALDF.74AMD ! . V ! 57.150 PEI AT! ! R ! 514.96 GPM U C RESIEWL PRES. ! 44.000 PSI AT ! t / D 4700.00 GPM ! N A M- . ,r r s r vs ` 5P397.39~GyP~M !'"'l ~ E l 1.0OV r'r.~1.I f y! 9.960 PSI (ELEVATTON) 1 1 It i FL OW (GPM) FLOW SLftlARY SYSTEM PLOW 514.96 GPM TOTAL DEMAND 514.96 GPM e n' it:11 _ r} t 1:• i4 $tf it t f stY 3t~t p. ~c ►r# 1r~s !r A F_S GONTRACTORS x<<+C . JOEL- R.JOMMM BLDG-1063 JOB NO 54,28 DATE 09/09/®6 PAGE 11 ~••s~~~~~~a~+r•►r~•~~*+t~~~•~*•~'+h+~~l 6Y8TEM~+a•~•*•n~~~•~~+Hr~•~•~r~~~*•~•~r~+ ==*mammmffslflasmwmfmfxasama:azo~m:=ma=mmammamfusapsfaasmf)17r•11=mfmlmfamammmmme=laC=mfr HYDRLC. GA "C" EQUIV. F~YPE PT PT' REF. FLOW DIA. FITTING FTGS. PE PV NOTES (-INT OT LOSS/F LENGTHS TOT. PF PN -.=X:mmfafmC=ffimf mmmmmml0f=mf~lm4fmm mSmmmfiY 4s tC: =32====tRafmmfl lmfftsmflM fYmmm =mmm¢lif . 12.02 C=120 12.50 35.48 OA= 12.02PT= 3S.48 4.260 0.00 0.00 VELOCITY m 8.97 398.67 0,10358 11.50 0.45 13.617 C•120 12.50 35.93 GAO 13.87PTf 35.93 4.260 0.00 0.00 VELOCITY 9.28 412.54 0.0381 12.50 0.48 412.54 36.41 CS 9 15.88 Cf120 12.50 36.41 QA= 15.68PT= 36.41 4.260 0.00 0.00 VELOCITY a 9.64 :'8.42 0.0409 12.50 0.51 !9.06 C=120 12.50 36.92 OA= 18.06PT= 36.92 4.260 0.00 0.00 VELOCITY = 10.05 ! 6.48 0.0442 12.50 0.55 20.37 C=120 12.50 17.47 QAa 20.37PTm 37.47 4.260 0.00 0.00 VELOCITY a 10.5 466.85 0.04A0 12.50 0.60 -------------22.!10 Cf120 12.50 38.07 DA= 22.80PTm 38.07 4.260 0.00 10.83 VELOCITY a 11.02 489.65 O.OS24 12.50 0.66 PE= FOR HT. OF 25.0 2S.32 CW120 2E10.0 100.00 49.56 GAO 25.32PTm 49.56 4.260 32.00 0.00 VELOCITY 11.S9 514.97 0.0575 12.00F. 132.00 7.60 A.97 57.16 CS 10 {j 1 ~ ~x r 11 r 1 1[ I f i' s~ rr a~ ~r ~r,~ t AYES CONTRACTORS 1140. ~~~t~yr~~~~~e~~~~i►~~~r*~t~at~t~~x~ JOB- R . JOHNBON BLDG. 1083 JOB NO S4ae DATE 09/09/B6 PAGE 10 7~~~*st~~#*~~~~*~*~'~#'~~W ~.-L'0*1a!!CR*S L"'S iSS!!!FltR tsstna =11x L7T A~tl;irl3a Art tl~-i!lfO.Op!'il~mt*ltft-et.e LS Sa 3f!!!lfM Ceslt!!!t!*1Ctit7~li! HYDRLC. GA "C" EQUIV. PIPE WI PT REF". FLOW DIA. FITTING FTGB. 15E PV NOTES + i`OTNT QT L096/F LENGTHS TOT. PF PN - - :n:*l1t71/lMICtN1~-**I~pt1l6s~itwltRl7e!■!tiR'aS7ttltll~a.Ci!lilli~panm:~~alesesssasstlesm!llassssalsssso 13.22 C=120 12.50 31.40 GAD 13.22PT! 31.40 4.260 0.00 0.00 VELOCITY = 6.69 297.21 0'.0208 12.50 0.26 - 1.1.30 0-120 12.50 31.66 GA! 1.1.30PTx 31.66 4.260 0.00 0.00 VELOCITY * 6.94 306.51 0.0223 12.50 0.26 ~ 9.65 C*120 12.5Q 31.94 GA! 9.65PT- 31.94 4.260 0.00 0.00 VELOCITY - 7.16 318.16 0.0236 12.50 0.30 341-8.16 32.23 C5 e _ - - - - - - _ ~.C- 7 G*120 -412.50 3c.2ii OA= 8.27PTa 32.23 4.260 0.00 0.00 VELOCITY * 7.34 326.43 0.0247 1E.50 0.31 ...--r«r---_.. 7.2a 0-120 12.50 32.54 GA* 7.22PT! 32.54 4.260 0.00 0.00 VELOCITY * 7.51. 333.65 0.0257 12.50 0.3c 6.52 Cl120 12.50 M.87 QA= 6.52PT■ 32.87 4.260 0.00 0.00 VELOCITY * 7.65 340.17 0.0267 12.50 0.33 - -------.------a--------.----------.----- ----r•---------r.------------- 6.22 C-120 12.50 33.20 GA= 6.22PT* 33.20 4.260 0.00 0.00 VELOCITY * 7.79 34-S.39 0.0276 12.50 0.38 . .35 C=120 1250 33.54 DA* 6.35PTs 33.54 -4.260 0.00 0.00 VELOCITY 7.94 -74 0.0285 12.50 0.36 _•------------------------_-r----------_-.-_•-------------------------- 87 C*120 12.50 33.90 QA= 6.87PT! 33.90 4.260 0.00 0.00 VELOCITY 8.09 ':x9.61 0.0296 12_.50 0.37 7.75 C-120 12.50 34.27 QA! 7.75PTs 34.27 4.260 0.00 0.00 VELOCITY ' 8.27 X7.36 0.0308 12.50 0.39 8.93 0-120 12.50 34.66 QA* 8.93PT* 34.66 4.260 0.00 0.00 VELOCITY = 8.47 76.29 0.0322 12.50 0.40 10.86 C=120 12.50 35.06 QA* 10.36PT- 35.06 4.260 0.00 0.00 VELOCITY = 8.7 386.65 0.0336 12.50 0.42 _ _ .,~/s-Ars1Oflass3m■p*ieslasfsClsaassaf~stltsotCSSa tiPf-- .i-i. .j. ?2 r f:: _ .@ ~r c ~ ~ .A.. ~t.;r' -1,- -~-!'k-3'~'.'3~"'#'~E'~4' AYES C:ClN UR~4: TOR Ltj~~ . ~r ~a era a~t+~ s~ t aa~ JOB- R.JOHNSON BLDG.1083 JOB NO 542E DATE 09/09/86 PAGE 9 sarse~wasmsmmmmiw.merisr+~amaraa+[~a.a~drfaaesmq~wrssaassmaralscamsarMmmtmara~smasmns+~mmmamsmr+eamsHYDRLC. OA "C« EGUIV. PIPE Pl' PT REF. FLOW DIA. FITTING FTGS. PE PV * * NOTES POINT Of LOSS/F LENGTW TOT. PF FN Y.-~iSRK~:ICC.rm17 sNmmmltm3Swm-m91-5tiRilftmsslYmr¢rsmrmseil~u.mmsmx sftIfMSar it wea~lws smr~mermwsmtis-ms 18.06 36.92 CS 7 57 ,.S--------------_------------------ '0.37 C=120 1E 4.0 156.00 35.02 GAn 20.37PTm 35.0a 1.687 3T 8.0 2'8.00 0.00 VELOCITY ■ 2.92 -0.37 0.0133 184.00 2»45 1.0.37 37.47 CS 7. . 22.80 C-120 lE 4.0 156.00 35.06 t3A- 22.80PT- 3S.06 1.687 3T 8.0 28.00 0.40 VELOCITY ■ 3.27 2.80 0.0163 184.00 3.02 -a . 54 3 7.07 CS 7 .._-....-.y--------------------------- - lc/.73 Ca120 10.00 13.63 GAs 19.73PT= 1B.63 1.687 0.00' 0.00 VELOCITY a 2.83 19.73 0.0125 10.00 0.13 30.04 C=120 10.00 13.76 K= 8.100 P- 13.76 1.687 0.00 0.00 VELOCITY = 7.14 49.77 0.0694 10.00 0.69 30.79 0=120 10.00 14.45 K! 8.100 P= 14.45 1.687 0.00 0.00 VELOCITY a 11.56 80.56 0.1693 10.00 1.69 32.54 ...aa.. _._.-.r..-.~-...-.............r.--. _.r_ _------..--ate.--------------- C-120 30.00 16.14 Ka 8.100"Pa 16.14 1.687 2T 8.0 16.00 0.00 VELOCITY ■ 16.23 113.10 0.3173 46.00 14.60 ----.------_----_----_---.----_----a_--_-_----__-_- 00 C=120 12.50 30. OA= 0.00PTF 30.74 4.260 0.00 VELOCITY m 2.54 i.:.10 0.0034 12.50 0.04 ,13 Cm120 12.50 30.79 OA= 113.13PT= 30.79 4.260 0.00 0.00 VELOCITY ¢ 5.09 .'6.23 0.0125 12.50 0.16 42.34 C=120 12.50 30.94 QA- 42.34PTm 30.94 4.260 0.00 0.00 VELOCITY m 6.04 68.57 0.0172 12.50 0.22 15.42 C*120 12.50 31.16 Wo 15.42PT= 31.16 4.260 0.00 0.00 VELOCITY r 6.39 93.99 0.0191 i 2.50 0.24 _ _ ~umxrxxm+~-.~css~cmaia=srsc:,ss,e~scsrsmmsa~s=ursrsasmassrmassmawsamiwmmsasm-os -'F•3~- T~-•Yir :::F...:~,. d~•~ •,x"•f:::'.. ' 1' ._.Y" . ~ `L.- ]y:-.•R7-•~~- •l=E -lam i-r-•'n5-•~:c- a+Fa ~ # # ~t sF a ~r s riot at A'fFc CO!`ITRACiCiP5 INC. JO8-- R . JOHNS N+i BLDG. 1083 JOB NO 5428 DATE 09/ 09 / 86 PAGE 8 •w••n*•ic•,~••~••~•~r~*~r~ar#ar~•u•~~r~*~a~•►~~•~*•~~~W BYSTE.Mir'*~•~•+r~•~~*~••~~•~~~~ 7.kt;67t offrti 9L 7/SStmYi one= ast~00Y911mfiltie ti llNOUN"axm=WmugRlf;watw 319cll2e stets==Non 1 Worse" meows Nam Mnow= - HYDRLC. QA ''c.11 EQUIV. PIPE P'1• PT REF. FLOW DIA. FITTING FIGS. PE PV NOTES POINT OT LOSS/F LENGTHS TOT. PF PH! ata~eraatatnrmuar+x7tmmq./mammsmmmams•tytmm7Smmmmmmttmpmam~tdt -catasasmsiiesssmsmem~rmamss¢atsamsv: 7.75 C*120 lE 4.0 156.00 33«f:~ QAa 7.75PT■ 33.86 44 1.687 3T 8.0 29.00 0.00 VELOCITY m 1.11 "'.75 0.0022 184.00 01.41 34.27 CS 6 F . 93 C-120 1E 4.0 156.00 34.13 QA* 8.93PTO 34.13 1.687 3T 8.0 25.00 0.00 VELOCITY 1.28 8.93 0.0029 164.00 0.53 8.93 34.66 CS -6 ; v , 6 C s ~ ~ 1I: 4.01 156.00 34.36 QAR 10.36PT* 34.76 1.687 3T 8.0 29.00 0.00 VELOCITY * 1.49 1.0. s36 0.0038 184.00 0.70 10.35 35.06 CS 6 ...---------t--------- 12.0p- C*120 1E 4.0 156.00 34.56 Wm 12.02PT* 34.56 1.687 3T 8.0 28.00 0.00 VELOCITY m 1.72 12.02 0.0050 184.00 0.92 12.02 35.48 CS 7 ~3.86 C=120 1E 4.0 iS6.00 34.73 QA*. 13.86PT= 34.73 1.687 3T 8.0 28.00 0.00 VELOCITY 1.99 1.3 . A6 0.0065 1F4.00 1.20 ----------__---w---V---------------------- .3.86 35.93 C3 7 _--1'5.88~-C=120 --lE 4.0---156.00 T34.% GAN 15.BBPT= 34.86 1.6B7 3T 8.0 28. 00 0.00 VELOCITY' s 2.28 1.5. A8 0.0084 184.00 1.55 (38 36.41 CS 7 - .--.wan-----------------_.--------------- 12.v6 LL:120 1E 4«0 1.16.00 34.96 QA= 18.06PT* 34.96 1.687 3T g,0 P8.00 0.00 VELOCITY 2.59 19.06 0:0106 184.00 1.96 AYL-S C004'f"Ri:4(:IQ;: INC. JOB- R.JOHNSON BLDG.1083 JOB NO 5428 DATE 09/09/96 PAGE 7 ~r~~~~~r-a-~•i►•~~NEW ~iYSTEMw+r~~•~r~r~•~-~~•~+r~~~~r+r~~ ===Sam Sununu a osou"m as==sassamisawlsrrnwminuessmmmommust"Mummmain massmassslanown=muuroe u== HYDRLC. GA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PF PV NOTES 0TMT OT LOSS/F LENGTHS TOT. PFD PN ~aamtawcsmsRWl~awaawsra~LfRORtallm~rlit~~Q~~~RSI/7~ma'ltm+amossmmssalpsr~tamtaassssmsssssa 9.64 31.". CS 5 ---------r-----------_---------- ,27 CS120 lE 4.0 156.00 31.77 QAm 8.27PTa 31.77 1.687 3T 8.0 28.00 4.Ud VELOCITY 1.19 ..27 0.0025 184.00 0.46 32-29 } 27 CS 5 .3 r.-------------rte.------.------{--r---------------- 7.22 C=120 1E 4.0 1.56.00 32•.18 OAS 7.22PT= 32.18 1.687 3T 8.0 28.00 0.00 VELOCITY S 1.04 .2.2 0.0019 7.84.00 0.36 7.22 35.54 CS 5 . ~n---r-1---------------r-------------------------------------------------- 6.52 C¢120 1E 4.0 156.00 32.57 OAS 6.52PT= 32.57 1.6187 3T 8.0 28.00 0.00 VELOCITY .94 6.S2 0.0016 194.00 0.30 - --r 6.52 32.87 CS 5 6.22 C=120 lE 4.0 156.00 32.93 GAS 6.22PTS 32.93 1:6187 3T 8.0 28.00 0.00 VELOCITY S .89 6.220.0014 184.00 0.27 . -------.-----r _-----------w--.-••---r--------------------"--- 6.22 33.20 CS 6 ` 4:. ---------------r-----..--, ----r-----------r-------- 2 ,35 C=120 1E 4.0 IS6.00 33.26 QA= 6.35PTS 33.26 1.687 3T 8.0 28.00 0.00 VELOCITY S .91 x.35 0.0015 184.00 0.28 CS 5 33 . S4 6 ie-v 1L 4+.ti 33.57 QA= 6.87PT- 33.57 1.687 3T 8.0 213.00 0.00 VELOCITY m .99 , .87 0.0017 1@4.00 0.33 - -1 -V 33.90 CS 6 _ - _asam:maamomaas~smsassssm:~ososaaomasosmyoynatiasmsms;. ~i•ir~~t~;tH~t~ .•a~~~ #~,r~a~~ ~~t~ ~..a.sg~r ~ x ~ ► ,Yu►~~r~f ~~~~it x• ~ ~t ~ HYE~i CUNTRACTCR5 INC. JOB- R.JOHNSON BLDG.1003 JOB NO 5428 DATE 09/09/86 PAGE 6 ~~~r•~t-~•~~r*•~►~•*~*~~►•~•~•~~~t~t•~•~-~tW SYI3TEM~r ~~•~••~~•#~r+~•w•~~~•~•~~~r•~••u•~~+a*~••~ar mlmaasslirmratsmaao~nl/rueaaR,mosaalrres*seea#rmassraassnlROawsa~rss~oasssrsear;mrt~namiamassslmaxsm~zassssr HYDRLC. OA "C" EQUIV. PIPE PT PT REF, FLOW DIA. FITTING FTGS. PE PV# NOTES f POINT OT LOSS/F LENGTH'S TOT. F'F PN msaes~asatam~:saMaeaatueasatsaiuesammotm~sstnmsmsasmmxtes~liesrara~asmassttetml~tmmtMlal~eadrmsryetertmaies 113.12 30.79 CS 4 18 -41.23 C-120 lE 4.0 37.00- X1.02 Q=K*SM(P): P- 29.02 19 1.6€37 IT 8.0 12.00 0.00 K- 0.000 V - 5.92 -41:23-0.0490 ".00 -2.40 ----------------------------L-----.rr.----_r----------.r-,--__-------r---r--__---_.-._•-_ ~ Ilr 41.78 C=120 10.00 26.61 K- 8.100 Pa 26.61 20 1.687 0.00 0.00 VELOCITY - .09 4.55 0.0000 10.00 0.00 41.79 C-1,20 10.00 26.61 K- 8.100 Pa 26.61 21 1.687 0.00- 0.00 VELOCITY s 6:07 42.34'6.0515 _ iQ-00_-_ 0.52 0.,00 C-120 !6.00 27.13 QA- O.OOPT* 27.13 22 1.687 2T 8.0 16.00 0.00 VELOCITY - 6.07 42.34 0.0515 74.00 3.81. 4P-.34 30.94 CS 4 23 - 15.42 0120 1E 4.0 156.00 29.70 O-K*SW(P): Ps 29.7 24 1.-687 3T 8.0 28.00 01 n0 K- 0.000 V - 2.21 15.4+ 0.0079 184.00 1.46 1S.4k 31.16 CS 4 25 ---------•--------------w-w-----------------------1- ~3.23 C-120 1E 4.0 156.00 30.30 QA- 13.23PT- 30.30 'i 1.687 3T 8.0 28.00 0.00 VELOCITY - 1.9 13.23 0.0059 184.00 1.10 13.23 31.40 CS 5 r ------------------r-------------yr--.-----------------,_-----------------------••-- 11.30 C-120 IE 4.0 +1,56.00 30.64 QA- 11.30PTa 30.04 1.687 3T e.0 28.00 0.00 VELOCITY - 1.62 11.30 0.0044 184.00 0.82 31066 3 n CS 5 .__-_-_-----_--w----------_._-------------------- 9.64 L-120 1E 4.0 156.00 31.32 OA- 9.64PT- 31.32 3 1.697 3T 8.0 28.00 0.00 VELOCITY - 1.38 9.64 0.0033 1.84.00 0.61 .'t. Tfr a r .y~:.~_...}yE. c' ;i ` ~ ~ ,e ,,l , ti--..x ;"-F-3rt•-'-i- S'- ~•~;•-ce•spat-~ai~:t~i•~tr~-~•~•a~••~a{-st•~~:~a{-•~s•atar~e r,Y~'~~ Cui~f'Tk~~C-I-C~S ~I`~~.. •ss•;~~~raF~-;•~~-~•af~•af-~p i~•#~a~ar•~r~•~••~ra~•-~• J08- R » JOHNSON SLOG. 1083 JOB NO 54x3 DATE 09/ 09 /86 PAGE 5 * *ae a * * ***NEW SYSTEM* =e:msei~raaa~ls~smwtaar~saraas~:aamemsaastmsat+~~aaa~aseus>sasrx;cesa.nm~anz~romamwcsranosmnaratpoeamsat: HYDRLC. W "G". EQUIV. PIPE P'T PT PCF. FLO14 DIA. FITTING FTGS. PE PV NOTES ~~,')TNT OT LOSS/F LENGTHS TOT. PFD PN .-..-=:~M~1~7Q 1t OR~ifs lRfRip3fiilii0s•[snamS7R It i(~tR~Uta=1/f77t btCilR+r 0l ftait~Re lls OlltiAtlO~l9R I~f0iafL IDti7Xia7=~®L~afaal tG -20.37 C-120 12.50 35.02 ®A= -20.37Pr= 35002 t~ 3.260 0.00 0.00 VELOCITY = 1.85 48.12 0.0026 12.50 0.03 ~ C=120 12.50 - 39.04;_ QA= -22.80PT= 35.06 3.260 0.00 0.00 VELOCITY = .97 11 • 3" 0.0008 12.50 0.01 _ 00 C=120 lE 40 156.00 35.07 QA= 0.00PTm 35.07- 1.687 3T 8.0 r--B.00 10.83 VELOCITY 3.63 ~ --------25-32-0»01-9_-----_-- 1~-00---__---_---_------PE -m ---F~ ---5 ,0 r?5 , 3r~ 49.56 C5 3 37.0 0 - _ 2$. J_1• QAw -102.74PT- 28.54 » , . _ V l -t _ 10 1.687 IT 8.0 12.00 0.00 VELOCITY ■ 14.74 --102.74-0.2656 49.00 -13.02 _ - s....:_-- . ...------w._.__--_--__--.----_- - 31.90 C-120 10.00 IS115a K= 8.100 P= 15.52 1.6$7 0.00 0..00 %SLOCITY = 10.16 -70.94-0.1335 10.00 -1.34 30."91 C0120 10.00 14» 1. F1 K= 8.100 P= 14.18 1.687 b.00 0.00 VELOCITY = 5.79 -40.33-0.0471 10.00 -0.47 29«99 C-120 14.00 13»71 Ktr 8.104 P= 13.71 j 1.687 0.00 0.00 VELOCITY = 1.48 10.34-a.oo37 10.00 70.04 . 13.67 ' CS 3 ----_•-----------------------r•- .9.95 C=120 10.00 13»6:' K= 8.100 P■ 13.67 3., 1.687 0.00 0:,00 VELOCITY - 2.81 19.61 0.0124 10.00 0:.1c? _ - 30.09 C=120 10.00 13.84 Ka 8.100 P= 13.30 1.687 0.00 0.00 VELOCITY = 7.13 '19.70 0.0693 10.00 0.69 C-120 10.00 14.49 K= - 8.100 P= 14.49 1.687 0.00 0.00 VELOCITY = 11.56' -10.54 0.1693 10.00 1.69_ ?2.58 C-120 30.00 16.1E K= 8.100 P= 16.113 1.687 2T 8.0 1.6.00 0.00 VELOCITY = 16.23 13.1.2 0.3174 46.00- 14 60 , #";'FF3~#nrtii~i3st#1t'r rli~'4#rci St "c;fi.R.~tit 3±l7'{:' 3t'R ~'YFi~+i3F~ LS'iF!£i9^ p~ffk#~k~Ei! AYEw ~.~IC•di~~Ht ll/Fl~ I NC. JOB-- R. JQ NSON BLDG .10$3 JOB NO 5428 DATE 09/09/86 PACE 4 *#~•~•x•~~•a•'sc~x•~~t•~~wa••~•~•~•~*~'~#~eNEW E~Y~STE1~a~s~•~•~'~~•#~•w*a+•~~~~~~••~•~~• QSil ~t9QGmm11~7R/Rm'L7~mT10laaQlat~!i'Yr47$`i7faAt 7/7~~61~1RL0l iRml~a~f Q!'C~IR11t 7ClCmmCt Lti 11C 7d IF 4Q 390afS 3t 0~iG OtlC1RM7t 7r 1p9271q it tl lS HYDRLC. QA "C" EOUIV. PIPE PT PT REF. FLOW C?IA. FITTING t='TGB. PE PV NOTES POINT DT LOSS/F LENGTHS TOT. Pr PN ....^_CS 37m--.~.`:.:=.:.::::itl$i4II Jlm3SQi{AI fi A1RCOfiii a7f3C61m011?7 ttp st lStCiml~O.m'9Ql iLGS7L:^31s9~t i770fs~StmmLms0l RiamRiC$IDSa~ 1 -7.22 C=120 12.50 32.18 QA= -7.22PT= 32.119 34 3'.2El0 0.00 0.00 VELOCITY ~ 6.97 ' t k3l .32 0.0307 12.50 0.3e s:52 C.a120 12.54 32.5'7 QA -6.52PT= 32.57 f 36 3.260 0.00 0.00 VELOCITY 6.72 1/4.80 0.0287 12.50 0.36 - -6.23 C=120 12.50 32.9.6 QA- -6.23PT= 32.93 a 3.260 0.00 0.01 CL VELOCITY m 6.48 168.57 0.0268 12.50 0 . '31j• -..6.34 Cr120 12.50 33.26 QA= -6.34PT= 33.26 j 3.260 0.00 0.00 VELOCITY = 6.23 j 162.23 0.0250 12.50 0.31 ..?..rw..... ~-•6.87 C=120 12.50- 33.57 GAM ---6.87PT=-33.57 1 3.260 0.00 0.00 VELOCITY 5.97 ix-j5.36 0.0230 12.50 0.29 -7.7S C=120 12.50 33.86xQA= -7.75PT= 33.86 sd~? 3.266 0.00 0.00 VELOCITY = 5.67 47.61 0.0209 12.50 0 . PAE _ -8.93 Cal 20 12.50 34 . 1. 3 QA= -8. 93 PT a 34.13 3.260 0.00 0.00 VELOCITY ¢ 5.33 138.66 '0.0187 12.50 -0.23 ----------_-••.---..._r---------------- -14.37 C=12012.50 34.36 QA= -10.37PT= 34.36 _I is 3.260 0.00 0.00 VELOCITY = 4.93 128.31 0.0162 12.50 0.20 L 2.02 C=120 12.50 34.56 QA= 12.02PT• 314.56 3.260 0.00 0.00 VELOCITY 4.47 j - 116.29 `0_0135..50_....._0. -13.86 C=120 12.50 34.7 QA= -13.86PT= 34.73 rW 3.260 0.00 0.00 VELOCITY 3.94 102.43 0.0106 12.50 .0.13 102.43 34.86 C8 2 • . i s _'jU C M120 12.50 34.86 QA= -15 . SBPT= 34.86 5 3.260 •0.00 0.00 VELOCITY = 3.33 336.55 0.0078 12.50 0.10 -18.06 C*120 121,50 34.96~ OA= -18.06PT= 34.96 3.260 0.00 0.00 VELOCITY . 2.63 "8.49 0.00so 1.2.50 0.06 _ _ ~ _ _ '~aesmasmnsmxmlarsteasm■a.ex~~tsaraataasmcaeazmsws~amsamae JOB- R . JOHNSON BLDG.1083 JOB NO 5428 DATE 09/09/86 PAGE 3 * # * * # tEW SYSTEM* w r##*~t### #ar caareurrlw'suesuaamttse=saatmnc=aawaoretmna~rs xsrsaaalRwaaa~racaasamiaoa=as===~nsaas==emsfn~rmrau• HYDRLC. GA "C: ` EQUIV.:', PIPE PT PT REF. FLOW GIA. FITTING FTGS. PE PV NOTES tN T (3T LOSb/F LENGTHS TOT. PF PN ~sa==xassctnesaasnsa=FA m*ranew&mauumxco =mxsir~raa~aanyarr4~aa~a~naaa-=:Ism="Man wwao=asaam====a 10.18 C0120 10.00 13.63 O=K*SGR(P): P= 13.63 1.687 0.00 0.00 K= 8.100 V = 1.46 10.18 0.0036 10.00 0.04 'y.94 0120 10.00 13.t)7 K= 8.100 P= 13.67 1.687 0.00 0.00 VELOCITY - 5.76 -!0.12 0.0466 10.00 0.47 30.4S C=120 10.00 14.13 K= 8.100 Ps 14.13 1.687 0.00 0.00 VELOCITY Is 10.13 70.57 0.1326 10.00 1.33 _ 31.85 0-120 AE 4.0 37.00 15.46 Ka 8.100 P= 15.46 1.687 IT 8.0 12.00 0.00 VELOCITY = 14.69 111.02.42 0.2641 49.00 18.94 0.00 C-120 12.50 28.+0 GAO O.OOPTw 28.40 t 3.0-60 0.00 0.00 VELOCITY = 3.94 :02.42 0.0106 12.50 0.13 -.r_-----wy.---.-------.►-------------.-.---------------------------+_-- 102.75 C=120 x.2.50 iM.54 QAm 102.7SPT* 213.54 iu 3.260 0.00 0.00 VELOCITY = 7.88 205,17 0.0336' 12.50 0.46 41.23- C=120 12.50 RT.02 OA= 41.23PT- 29.02 3.260 0.00 0. CIO VELOCITY a 9.47 246.40 0.0541 12.so 0.68 w-...,.--------.--- -15.42 C=120 12.50 29.70 QA= -15.42PT= 29.70 3.260 0.00 0.C,G VELOCITY 8.87 ?30.98 0.0480 12.50 0.60 ?3,23 C=120 12.50 30.30 QA- 13.23PT- 30.30 1.260 0.00 0.00 VELOCITY 8.37 .x7.75 0.0431 12.80 0.54 ...-------_.-w_-------------- ----w-----------.-._-. -----r-------•---------------- , . 11.30 C-120 12.30 30.84 (bA_ -11.30PT- 30.84 3.260 0.00 0.00 VELOCITY p 7.93 06.45 0.0390 12.50 0.49 - 9.64 C-120 12.50 31.32 QA= -9.64PT* 31.32 3.260 0.00 0.00 VELOCITY = 7.56 X6.81 0.0357 12.50 0.45 ~,P1 31.77 CS 1 . .2, w ls=t ia.50 31.77 (1A= -8.27PT= 31.77 3.260 0..00 0.00 VELOCITY 7.24 1ee.a4-0.0330 12.50 0.41 :::::c.m_:J:x L ~-cs-arr.~ -sxcr.•.-~~::~-,:;: .:.;.-r., ~omassisacn=mm~taamat=agseasses~t=axaeena=aess=aus~sssua r3.61~ T A _ 376.29 - 1 + L6F3««<C~:t1~:«~<•~;C«•..t•{::~•~-~;.+:;':,~'...: ~-;•t<.:t:~«Ct<<;z:•C{«CC•t~'•'49 4 386.65 4 !C.02 SO<<<<< <q,<<<<< :««<<<<K<<<<<<{' t<<<<<<<<< C C~;«« ~ <<<««««<51 ? T l k 6.29 398.67 i. 13.86 , i. r L<. C C a ~ `.tCC<t««~`t53 "3(----.<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<"... r' . 43 412.54 / y 15.88 + I'C«<'<,C.r. Ct<. •:"«!<\«<<««\«~<C1<{««'CC{««i... ; :.;,.;.:<;.,.ti.<.i'.<«<~.C~: `r.55 fi ;.•55 42@.42 18.06 + r~ .•tit<C:fr<;.r••t,:{<.~ <.•;'f.«t<«;f,t2'Ct<1;<~;«<Z<•t<;<~:«•CtC.-:~•f'~ c'<-'•f•~!<.:;<•C~:.a:57 .49 446.48 20.37 f ~~;«««t<C«<CC«C<C«C{~<~KCC<~C4C<,<C:<CC~:4~.f{;«4<•4 ~•:_'c:«;•~C<;•~:;C4t<4<Ct«f<:59 46'. 12 466.85 22.80 4 A .32 489.65 * as-Be .,r;:. , , : ; , ; ,.,~<«{<<««C« ~<C<CC«« <CCC«<.«-`'-C,`<<<<<<<<<<<<<<<<<63 4 - 514.97 Y r, „ a r u a. ~h s ~}ry 64 h it 1J S •.i'~~ ~ ~ i r li • s k e. :F~ •t• - i_ .,r _ r. ,.w ~ . ~~•#'B~~Fib Ss'ii'3R## ~AYCEL~ C;,C)o1',4 fH FkC:'TC)I<LEi _L t4C ~ w JOB- R.,3'01-Q' 30N BLDG .1083 JOB NO 5428 DATE 09/09/86 PAGE 2 ' ~•~*~**~••~•~~•~-a•~~~•~*•~'~'t,~JwJ SCNEMATxC~~•~c~•~~•*~**~•~•~••u•~r~~•a~-t►~t~• - - - :"s!=s aC lats~s ~=Cm X71. si9p~f.. p11LS.S~sa1QS~Y0t:~::A1tIMs~m~aR7OimsRSf4 iae=~s~7~aYl.Raat~ j f. li 2.42 40.12 19.73 ©V . S6 - i >>»»>>>>2f»>3»»4:>»>5<<<<6<<<<7««S<<<<C««««««««<:,,.9 j 70.57 10.18 49.7' 113.10 + 2.42 113.10 102.74 40 33 14.61 80.54 ? »»»»>}»»»>11>>>12i»i3>>'-14<<<155<<16•x:<.<.17<<<C««««««t<<<<<:<18 70.94 10.34 49.70 113.12 4 205.17 226.23 T 41.23. 42.34 # q»»>1>~•>:► j»~»??20C4<21 < <22~< ~«««<<+4:C<~~<{' •'<C<:<:•;<°«s{««C•,<t<C««23 P 5S 42.34 4 -44•+5.40 268.57 15.42 I 24<.<<•,«««C<<<<<«««E<<<<<<{«~;«<«««<'<<:<<<<<<<C««<<<««<«««C25 R ~ t 0.98 2H3.99 13.23 T :•;<<.«««•t«««<«««<««<.<<««<<«««<•_;«< :<<-" «««««<<<<{<:<27 7.75 297.21 s„.. 11.30 + C«<«««««««<C««<««<<<<<<<««<<<<<<<««<,::<:«« <«««««•,«t29 h.45 308.51 • 9„ Es4 T <<««««<4 <<««««+; <<: < ; C <<««««<C < <31 318.16 8.27 4 «<t•(«C<:««<<:««t««<<<<<<<:• <<<««.«<;<<<: c c 'd<< -;X<<;<<:«««<.<<:33 ;8.54 326.43 7.22 fi {<<<<<<<««««<<C<•C«<<C#«<C<««<«C«««<,<<: .`•r<s: `«««d<«««<CC<C35 -31.32 333.45 6.52 '.««««««<<«««<<<<<<<C<<<<{«C««««<<<:.: <-,,<:-"-"<<<<<<<<<<<<<<<<<<<37 t ;'4.80 340.17 6.22 t 3,««<«<<•«C<C«<•«««<{<{«<C<««<««Cr:<< ; C«<•,«CC«C«~C[<SC39 4 ;857 346.39 6.35 t «<<:+;+;C4<'' «««C««." ;<..'<<<:r«««««<«{<<<<<41 T x,2.23 3S2.74 6..87 + <<<{«<<<<<<<<«s:«««<<<<<<<< C<t<t««a,t X<<<<<<<<<<<<<<<<<<<< <<43 JS.36 359.61 7.75 17.61 367.36- S.93 ? ~ ~ ~ t, •r .r a= ,.:c.-..;,. :.F,•,,~,=, , oc ##•??#iF#iF•It•iF~1EdF•lF=~•It-IS•1F#3M~F3F•#i°lF#iFi4 iF•!►•#i~'i["iF'#ikiFlFlFiiiFi~iF#MIF~iF# ``7INNEAPOLIS. Mtu» 612-332-99501 •w iRm a 4 ID as ax C et 0 as as ax as is ct m a ae a a C a a a am masa a Qa>•blasa M tt 9 Q II xa HYDRAULIC DESIGN INFORMATION SHEET i . ~.-usaaenaiOlr:7msrasmsmxeaMa,em¢s:a:xaacaaxcataa>iNaeas NAME: R . Jail 4.3011 4 OLOG. 1083 DATE 09/09/86 LOCATION 3089 SIBLEY MEMORIAL l,"Y. BUILDING SYSTEM NO. 3 CONTRACTOR HAVES CONTRACTORS CONTRACT NO. 54"28 1 CALCULATED11Y DOUG CARLSON DRAWING NO. CCN43TRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT OCCUPANCY S AGE Wa.1,M j~005W. sosaee=:,sae*======Maanua"memo= =sowayfUNW..-OwnMn=xMsatr~remassa~M=c=axetae=amomMxeaoaaaaasianaaatatto•aan (S ! ~XNFPA 1.3 ( >LT.HAZ ORD..HAZ.GP.( )1( )c"'.( )3(X)EX.HAZ. Y !s. )NFPA 231 t )NFPA 2aiC FIGURECURVE S )OTHER T )SPECIFIC RULING MADE BY DATE E res■am~aessasasalaaaaaxesaaaaaaa4aamaa®aasteacaa~amamatasStaxaaesMmmi~sac~aiaaaeeeaYxesecameeseta>xa¢Qaaaaa M !AREA OF SPRINKLER OPERATION 000!0 SYSTEM TYPE. !DENSITY- GPM .43 (X)WET( ')DRY( )DELUGE( )PRERCTION D !AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 0 MAKE RELIABLE MODEL G S !HOSE AL,L,CA4ANCE GPM-OL)TSIDE 0. SIZE 17/32 K-FACTOR S.1 I !RACK SPRINKLER ALLOWANCE Lti TEMPERATURE RATING R96 G ! > .r N ! ...-.~sawaasim9f~1R72Aq~el9La~Laitip7YSi7alOl01L4a~at~SS:xilaaat~6t11aLfefansanseemaarsarsarmaessnsaaa+ssa:aaaaaaamemaasmrma CALCULATION GPM REQUIRED 514.96 PSI REQUIRED 57.15 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 LtK)ERGROUND 140 assaaaeaoammseyrmnseaearsasaaesa>ie,rsass:wsxsaeeaaaaxeaaaaasnxesaseewaexasessssaaaseaaxs'+e=asoaetazsaerarsssecatesoaeraxm W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A DATE OF TEST ! RATED CAP 0 ! CAP. 0 T 'TIME OF TEST I AT GFM .0 ! ELEV. 0 r ,.STATIC (PSI) 90 ? ELEV 0 IRESIDUAL (PSI) 44 ! WELL t rLODE (GPM) 4700 ! ! PROOF FLOW GPM 0 =wLEVATION ! !i ~ saoxaasstaasmsa~aasaeee~:xmmmsasmcasxmasmecarusxasaaes:ame~rieors,: eamem+ essatlaacosmuasas~aaa,azaaaeseeaamsaaaa P I. LOCAtION , ! . ! SOURCE OF INFORMATION aaxaaWaaaeaeaes:0atxa==a=aaWz=s■:eeac2%aaaemsa a a aas'sasrtaasw0wM rn==aa =w aaaaaasaaaeau=ann=aaazaaettaaan"a r "ODITY CLASS LOCATION i' STORAGE HT. . AREA AISLE WIDTH STORAGE METHOD SOLID PILED PALLETIZED % RACK Y ' =a= a so= a=aaa:aw m==aa M=="=a9 Main se m. a a= Q7Ca qu=on==axaaau tat am=ao a in ow now 0=aa Q wax aaa am am a28aam acs r ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED R ! ( ) DOUBLE ROW( ) SLAVE PALLET( )SOLID SHELVING( ) NON-ENCAPSULATED A ! ( ) MULTIPLE ROW ( ) OPEN aosial:esmeacsasaaae;taeiaameoaaaea=-WmUsamapMM==isoswsamaxmaasanxetmmaafl=M mssaaswaatsat asaeaaasmscstas K ! FLLE SPACING: CLEARANCE:STORAGE TO CEILING i ! LONGYTUDINAL TRANSVERSE a at as tat== asaat'ca^+Ream On a W 930 et==*xt:memM ==no= man Mr.====a al a W Mama =w= ou am a am" own *=no HOPIZONTAL BARRIERS PROVIDIM: ssee~aaataaaasaatxxasassnasxoacasaaaaaaa=a= marm:asuear.==a==ttmta=a,.m===viaaA>raRi6'IDaaO9towwwaaaiaaaow= C mFaP'IE:TER { 1 P)CH? E €'P~~ T4~t ( r,-10T) FL.M4 ; CPM , I7 F~,S! ~RF r ^'r x T~_-,- A 1! # 4F # iP ~,'awr' I .44 it 9!' * 6 Ica ' i4I uI « .!!4I i. Ii 1 ill o I ,~r ~ ~ , • iii, ; ~ - rb 9F # # # ~ : a # ,D I i r~~~~» s -4,0a4. 4A ~ L, II 3: R E V=bR +C3't"l=-G T C:)M • 63`Ne CC)M F UT-'EF2 C} €3 hJ s F !~p+ r~~; f t' vT' L'1) s. •K t~ t ` a R,,~i~y~~x~.C n1y , j•~~ dh r f y ~ ~ r r' k} ~ tl, i' i _ r SC y I YI 1 ~ f GG IC C3"`T'Ft smhC : T<DR $ X P44= h~f I h il~•l f:kf~i F" C? L. ME; r M" f , r . ~yt~ yy,~y~ yy,,yyyy y.~.Y ~~~y~ ,y~ ;yy~~yy~~~~~y~ ~~,,~~11-~yy~~,,~~~~~~y~ y {~,y ~,~x~Yy~~yy~ y yy, = i 9c~"~f 7."~•R7CT••~ Tf'I~##')i")f T"R'7r Y1rK lf7f lfR~1r~'~"7~'D.'~7~1~7.'~i1. F71T•"R 1e'R#iT~'#YS-K'RT'~'lrlf'"IT1U-#iC 7f##T• CONTRACTOR HAYES CONTRACTORS ~ * NAME R. JOHNSON BLDG 101K; ~ * LOCATION 8071 BLEY MEMORTAk. HGWY. # * SYSTEM NO. 3 ow,-) # * CONTRACT NO. L~ D ########i? rr#######?sik'!r*: z><-.; -i C C't{ i i`.... c'` ! i}..;' qtr######iF3t######i4#3F#### a~--s4•--~e--w--~--~- wf ~ fir'" E ~ ~ ~3 ~'+i`T" 1=~ ~r G -T' ~F~ :7:: ~-1 ~ _ -r.~--~-•-~-~--~--~--~ JOB- R. JOHNSON JOB NO 54ES DATE 09/10/86 PAGE 13 *-tr**###•et###*#*######**#**###*WATER SUPPLY SCHEMATIC*****#####*############**#*## c_~-__ssaucxxenswseeaasaaeoaaxaxaxswax.aasppzsa :mtc=a.~spss~szaottmgnensemawaxssxxam:saxxscs:3 { . t STATIC PRES. ;90.000 PSI, Al { Y C z x' l 1 4 z R . r l if•, t E { PRES. AVAILABLE ! # - 89.715 PSI ! SAFETY MARGIN T ! 25.065 Psi • 'v ! S'yS1 -IM DEMAND--> FLOW AVAILABLE ! `100.B4 GPM / 0 GPM HOSE t 3405.78 GPM ! M / E ! TOTAL DEMAND ! V ! 64.6S0 PSI AT! ! / R ! 300.04 GPM ! ~ / U / C RESIDUAL PRES. - ! / 44.000 PSI AT ! D 4700.00 GPM ! • r Al A V t i d ' ~*B a t 5B97.39 GPM # 44 ! t'1 AT 20.000 PSI ! E 10.390 PSI (ELEVATION) { 1 - FLOW (GPM) ' FLOW SUMMARY 4 . ~ i4', "'fir''' H , - 4 ~i z,,. SYSTEM FLOW 300.84 GPM TOTAL DEMAND 300.94 GPM ~pw Yt' FEN I. n ~ s~~r 'x f## ~r~ a x ~ tt AYES CONTRACTORS IN JOG- R. JOHNSON JOB NO 5428 DATE 09/10/86 PAGE 12 { ~•~#~~•~~#•~'~•~•x-~••~•*~~r•a•~~•~•~#~~~~••~'-x~•~~~~~~LD SY5TEh1~•~•~~~•a~#~•~••~•~~•~•~~•t~~••~~•~~~~~•►~•~•~'~#•~#~•~ aas¢sTSSa :saxmsoati~moasasaor=:cxsaas:assase~ aau=aaP=s_^.~s»•aaasaascaxa:csms alacsl.-.saa}ec,: ae:ram HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT OT LOSS/F LENGTHS TOT. PF PN sascssaaancaasraaasmxxaazazmsssms=xmscaxlzaasaca.sacs :~~~.car®ssasffioamax-Saittssa=sssax 19.64 r 54.7S CS 11 6'5 - 300.85 C=120 1E10.0 20.00 63.32 QA= 300.BSPT= 63.32 66 4.260 10.00 0.00 VELOCITY 6.77 300.85 0.0212 30.00 0.64 0.00 C=120 3.00 63.96 QA= O.OOPT= 63 ~ 67 4.026 1T20.0 22.00 0.00 `1F L. -)C Ii - 7.56 300.85 0.0280 2.OOF. 25.00 0.70 300.B5 64.66 CS 1.1 6E - t KEG. Sg [ { +16'` gilt, ~ 4 ~ . , , ~ • ~ 1 1~ At 4 y~ w d z +nf f 4 r ifr A~ r ; 1 ~kN3~ !A il},i _ V{ S}'17++ 4 4ta. kl. 4k. jjj". 3 v 4 r L~ y F' f 1.fl j } ~'k ~I .~j 4 t. ^L y'" y~ il. *'+'4r • k~'~$ 3 o':`~d.XN k ~ ',1 rf.~ Nn. ~'j~ J 3yI?.. K r S Yr ~ , IN 2 1 • } - j i . I ~ _ ~ ~ T• M 1. ~ S tA.?. I,. ~p 1 ~1 TVi ~ .'-Q~~, y 13.1 y..k3s i t--4 F_ C:,t,l _t- f? i ETC?~ ? _a_ t,,-}~ _ .a~--a c xf a.z- i~ fia AYES CONTRACTORS INC. JOB- R. JOHNSON JOB NO 5428 DATE 09/10/86 PAGE 11 ~~~~~~~t~*•~~it~~~it~~~~~~~t~t~r~at**~~#OLO SYSTEM#~#a~~~~~~~~~~•~*~•#~~~~~~•~~••~~ a=sasaasa:aassca=:ammsa--assaazasxamsae~xssaz=sssxa-c=xscc=aamzar+mmaaescsaasas :;ssas HYDRLC. GA "C" EQUIV. PIPE PT PT REF. FLOW- DIA. FITTING FTGS. PE pV NOTES POINT OT LOSS/F LENGTHS TOT. PF PN Y sr5ssasaae3rzamrzs=az=arsaxassmxsasae-s~sszmznmss=rsmr=se=sma=aarrass=xs3arxssss=ss 16.26 Ca120 1E 7.0 12.50 42.14 QA= 16.26PT= 42.14 63 3.068 7.00 10.83 VELOCITY 12.2 281.21 0.0929 19.50 1.81 PE= FOR HT. OF 25.0 19.63 C=120 1E 7.0 74.00 54.78 QA= 19.63PT= 54.78 .rD 3.068 7.00 0.00 VELOCITY = 13.05 300.84 0.1053 81.00 8.53 300.84 - 63.32 GS 10 66 _ 94.07 C=120 12.50 36.02 QA= 94.07PT= 36.02 ~F 2.469 0.00 0.00 VELOCITY 6.3 94.07 0.0353 12.50 0.44 -5.77 Cm120 12.50 36.46 ©A= 5.77PT= 36.46 2.469 0.00 0.00 VELOCITY 5.91 98.30 0.0314 12.50 0.39 --7.12 C=120 12.50 36.85 4A= -7.12PT= 36.65 _ 2.469 0.00 0.00 VELOCITY = 5.44 81.18 0.0268 12.50 0.34 81.18 37.19 CS 10 54 -8.65 C=120 12.50 3'.19 QA= -8.65PT= 37.19 54 2.469 0.00 0.00 VELOCITY = 4.66 72.53 0.0218 12.50 0.27 10.33 C=120 - 1p..50 37.46 QA= 10.33PT= 37.46 2.469 0.00 0.00 VELOCITY = 4.17 62.20 0.0164 1? . 50 O . c:1 - -12.16 C=120 12.50 37.67 QA= -12.16PT= 37.67 2.469 0.00 0.00 VELOCITY = 3.35 50.04 0.0109 12.50 0.14 -14.15 C=120 12.50 37.80 GAM -14.15PT= 37.80 2.469 0.00 0.00 VELOCITY = 2.4 35.89 0:0059 12.50 O.C7 ----..--.y Y.--. - .1.6.2S C-120 12.50 37.88 QA= -16.25PT= 37.BS 2.469 0.00 0.00 VELOCITY = 1.32 :9.64 0.0019 12.50. 0.02 0.00 C=120 1E 3.0 1.62.00 37.90 GTA= 0.00PTa 37.90 1.380 3T 6.0 21.00 10.83 VELOCITY = 4.21 19.64 0.0330 183.00 6.06 PE= FOR HT. OF 25.0 __.❑axaasx~_=ssasaaassatstxssaca~:atecsasamsa~xr'sacs=assc--=.zm=aamdac=s~ssassaess a atitaE at;t sty a a~ ~r~e s~ asp ~t AYES CONTRACTORS INC. IJOB- R. JOHNSON JOB NO 5+428 DATE 09/10/86 PAGE 10 •~r•s~~•r~•n•~~*~~••~•x•**~t~r**~~•#~••~*•~#~rOLD SYSTEM~~r~r~*#•~•~~•~~~~•~~~••~~•~~r~~r~~~~~~•~~~ =esaaaaarmaaesmasamamsxosassatenasses=armsxsmsxs-arsessesa~ss:==arfeaaraac~: aamamrr+sz~seresnese:are , HYDRLC. QA "C• EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV NOTES# POINT ©T LOSS/F LENGTHS TUT. PF PN as_::..ssaxaaeaassaamsetasaas=saxaaxcsaztaa:-=xaxacataessamairsssxs[r~aRSmmsnsaaaossamssmsaesam=aaxssaas 2.22 C=120 12.50 33.44 QAm 2.22PT= 33.44 9 3.068 0.00 0.00 VELOCITY = 8.3 191.42 0.0456 12.50 0.57 2.08--C=120 12.50----34.01 QA= 2.OBPT= 34.41 41 3.068 0.00 0.00 VELOCITY 8.39 193.50 0.0465 12.50 0.58 2.28 C=120 12.50 34.59 QA= 2.28PT= 34.59 I 43 3.068 0.00 0.40 VELOCITY = 8.49 0.59 C=120 12.50 35.19 QA= 2.81PT= 3S.19 45 3.068 0.00 0.00 VELOCITY 8.62 198.59 0.0488 12.50 0.61 _ ____-----`3.60--C=120---------__--12.50----3S.aG .__..-----DA- 3.60PT=-35.8p 47 . 3.068 0.00 0.00 VELOCITY - 8.77 202.19 0.0505 12.50 0.63 4.59 C-120 12.50 36.43 QA= 4.59PT= 36.43 49 3.068 0.00 040 VELOCITY 8.97 206.76 O.OS26 12.50 0.66 5.76 C=120 12.50 37.09 QA= 5.76PT= 37.09 51 3.068 0.00 0.00 VELOCITY 9.22 212.54 0.0553 12.50 0.69 37.78--------- GA----- ~-------------7.13- C=120--_-_-__ ___12.50 7.13PTa-37.78 53 3.068 0.00 0.00 VELOCITY ¢ 9.53 219.67 0.0588 12.50 o.74 219.67 38.51 CS 9 55 8.64 C=120 12.50 38.51 QA= 8.64PT= 38.51 55 3.068 0.00 0.00 VELOCITY 9.9 228.31 0.0632 12.50 0.79 __-___--_.-.--.----a•_------•- 10.33 C=120 12.50 39.30 QA= 10.33PT= 39.30 57 3.068 0.00 0.00 VELOCITY = 10.35 238.64 0.0686 12.50 0.85 C=120 12.50 40.16 QA= 1.2.17PT= 40.16 12.17 3.068 0.00 0.00 VELOCITY = 10.88 250.81 0.0752 12.50 0.94 _ 14.14 C=120 12.50 41.10 QA= 14.14PT= 41.10 r;I 3.068 0.00 0.00 VELOCITY = 11.49 '64.95 0.0832 12.50 1.04 __.__:^asarrsssas=easatataaa=aaeeemmazsf~arr;mmasssmraalieziaa:t=aa=a FAt X 11.4 a- -J* -I:*_ r* ..-.i. 41- it sc tt # ri rs~r ~t AYES CONTRACTORS 1W. # ~ ~t 3t# # ~rs~ # JOB- R. JOHNSON 308 NO 5428 DATE 09/10/86 PAGE 9 ~•~~-~••~~~~~~~~r~~•~~~~~~~•#•a~~r•~~~r~~•~pLO SYSTEM x~~•••1e••~~~•~~~~~~t~•~•~•st-~~~~~~~-~~~~•ir _m=smass~s^_: s:= ::smmsacsaascasstCS: ra:_:7ttszatsaasmaoaaaasammmscrosassassssssssss=ss=s=nsxsae= HYJR LC . DA "C " EGUIV. PIPE PT PT 'EF, FLOW DIA. FITTING FTGS. PE PV # NOTES # 'J TNT (IT LOSS/F LENGTHS TOT. PF PN _ - -_2mmas.r==sssa=~sssamreatsaaaxsxsnaass :xss=sssacsassmaagsamacamrasss=aaaa !7..42 C=120 10.00 9.60 K= 5.620 P= 9.60 1,380 0.00 0.00 VELOCITY 9.02 42.05 0.1353 10.00 1.35 18.60 C=120 1E 3.0 60.00 10.95 K= 5.620 P= 10.95 1.380 : IT 6.0 9.00 0.00 VELOCITY 13 ----60_65 --0.2664- ------------------b9.00 ----18-39 - 0.00 C=120 12.50 29.:44 OA= O.OOPT= 29.34 3.068 0.00 0.00 VELOCITY = 2.63 60.65 0.0054 12.50 0'.07 60.69 C=120 12.50 29.41 QA= 60.69PT= 29.41 113 3.068 0.00 .0.00 VELOCITY 5.26 121.34 0.0196 12.50.- 0.25 - 25.28 C=120 12.'50 29.66 OA= 2S.28PT- 29.66 3.`068 0.00 0.00 VELOCITY 6.36 146.62 0.0278 12.50 0.-35 10.52 C=120 12.50 30.00 QA= 10.52PT= 30.00 =5 3.068 0.00 0.00 VELOCITY = 6,82 157.14 0.0316 12.50 0.40 _ 8.68 C=120 12.50 30.-40 CAA= 8.68PT= 30.40 27 3.068 0.00 0.00 VELOCITY - 7.19 165.82 0.0349 12.50 0.4/ 7.07 C=120 12.50 30.84 (3A= 7.07PT= 30.84 3.068 0.00 0.0.0 VELOCITY = 7.5 172.89 0.0378 12.50 0.47 ; 5.66 C=120 12.50 31.31 GA= 5.66PT= 31.31 3.068 0.00 0.00 VELOCITY -m 7.75 ''78.55 0.0401 12.50 0.50 ---------------------•-----.----------•-•----....-----•_-_----_--------l. -rte-- ?8.55 31.91 CS 8 4.46 C=120 12.50 31.81 QA= 4.46PT*+ 31.81 3.068 0.00 0.00 VELOCITY = 7.94 33.01 •0.0419 12.50 0.52 --------.-----.----------.--------^----.-----------•------------------r----- 3.47 C=120 12.50 32.34 OA= 3.47PT= 32.34 3.068 0.00 0.00 VELOCITY 8.09 186.48 0.0434 12.50 0.54 2.72 C-120 12.50 32.88 QA= 2.72PT= 32.68 3.068 0.00_ 0.00 VELOCITY m 8.21 t8'~,2Q 0.0446 12.50 0.56 _ -soa=aaiaaamaasa~zasammm~sas=s.emasxasssaaeyeaa- -#--#4-3~••-•luE--if•-#~•-••3#-#~ 1'a~E~=t ~'~,.-c~`•h.-~ Ifs .t"'ya;..; ~ .~~~.;r ::_s =1'•~~ -~-•~--~#--~..x±..~~ r~.. _s #a~ ~n n at# AYES CONTRAG f ORE.; IN",. # # tt##a J08- R. JOHNSON JOB NO 5428 DATE 09/10/86 PAGE 8 ~~~~~~~•~~~~~~~•~~#~~~~~•~~#~~~••~•~##~~C}LD SYSTEM#~r•~r•n•~~~•~~~~~#•~~•~~•~~•~~~•a~•~•~r~~~•~-~~•~•~~•~ axxarxmxstasaxisassasrcxaaxssszsssxasrtamtsxsssrmaosaaacaam-=smasxmmasss-axsw=as¢saxx~tsmm HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTINGS- FTGS. PE PV NOTES POINT QT LOSS/F LENGTHS TOT. PF PN :mama==s=cssc=asacrssaa===== eamasrsamas :arc=c xmssasasosccxamasxsxccmcasxmsasaasa~cars 7.12 37.78 CS 6 53 8.65 C=120 1E 3.0 162.00 37.19 QA= 8..65PT= 37.19 1.380 3T 6.0 21.00 0.00 VELOCITY = 1.85 965 0.0072 183.00 1.33 - b5 38 . 1. CS 6 S --------•---f--------------------------------------------------------------- 10.33 C=120 lE 3.0 162.00 37.46 QA= 10.33PT= 37.46 1.380 3T 6.0 21.00 0.00 VELOCITY 2.21 10.33 0.0100 183.00 1.64 10.33 39.30 CS 6 12.17 C=120 !E 3.0 162.00 37.67 QA= 12.17PT= 37.67 1.380 3T 6.0 21.00 0.00 VELOCITY a 2.61 12.17 0.0136 183.00 2.50 12.17 40.16 CS 6 - 14.15 C=120 1E 3.0 '162.00 37.80 QA= 14.15PT= 37.80 1.380 : 3T 6.0 21.00 0.00 VELOCITY = 3.03 14.15 0.0180 18B.00 3.30 -Y----------- 14.15 41.10 CS 7 - 16.25 C=120 1E 3.0 162.00 B7.88 QA= 16.25PTm 37.88 1.380 3T 6.4' 21.00 0.00 VELOCITY = 3.48 16.25 0.0233 183.00 4.27 - 16.25 42.14 CS 7 7.68 C=120 10.00 9.04 QA= 7.68PT= 9.04 1.380 0.00 0.00 VELOCITY 1.65 7.68 0.4058 10.00 0.06 16.95 C=120 10.00 9.10 K= 5.620 P= 9.10 1.380 0.00 0.00 VELOCITY 5.28 24.63 0.0503 10.00 0.50 _ _ _amamsasptaeaxs=assamatxzmmatasssass=ssss~axas=aar~rxaacxscaseemcosars-s # a x AYES CONTRACTORS INC. JOB- R. JOHNSON JOB NO 5428 DATE 09/10/66 PAGE 7 ~~~~~~t•~~~•~•~~#~~~~~~~~~•x~•~r~~~•~*~OLD SYSTEM#~#~t~•+r~~#~~~~#~~•#~~~~~n••a~~~•#~# saxx=.: s-xss~xc.:ssasam##axasxnxxzamsaassamx=sass=x::azc=ac=xisssrcaazsss#=s=~=amxn.n HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES# POINT QT LOSS;F LENGTHS TOT. PF PN =xataaZaaaeaasalaasxaaaa=ea=c==axaaaasaca~a :sas=aasc==s__seasasascesassassasa#=#aoaas 2.23 C=120 1E 3.0 162.00 33.33 QA= 2.23PT- 33.33 38 1.380 3"T' =6.0 21.00 0.00 VELOCITY = .48 2.23 0.0005 183.00 0.11 E-'-. 23 33.4.4 CS 5 39 2.07 C=120 lE 3.0 1-2.00 33.91 QA= 2.07PT= 33.91 4U .-1.360 3T 6.0 21.00 0.00 VELOCITY .44 2.07 0.0005 183.00 0.09 2.07 34.01 CS 5 2.28 Cm120 lE 3.0 162.00 34.48 QA= 2.28PTa 34.48 42 1.380 3T 6.0 21.00 0.00 VELOCITY = .49 2.28 0.0006 193.00 0.11 2.28 34.59 C5 5 - - - - - - - - - - 2.81 C=120 1E 3.0 162.00 35.02 QA= 2.81PTa 35.02 44 1.380 3T 6.0 21.00 0.00 VELOCITY = .6 2.81 0.0009 183.00 0.17 2.81 35.19 CS 5 -i - 3.60 Ca120 1E 3.0 162.00 35.54 QA= 3.60PT= 35.S4 46 1.380 3T 6.0 21.00 0.00 VELOCITY .77 3.60 0.0014 183.00 0.26 .60 35.80 CS 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S.77 C=120 1E 3.0 162.00 36.46 QA= 5.77PT= 36.46 1.380 3T 6.0 21.00 0.00 VELOCITY a 1.24 :'.77 0.0034 183.00 0.63 .77 37.09 CS 6 :l i 2 ",=12G I E 3 . 162.00 36.8S QA= 7. 12PT= 36. BS 1.360 3T 6.0 21.00 0.00 VELOCITY 1.53 7.12 0.0050 163.00 0.93 _ . - _----._sstaaaa#saamatatscatasta' zaazs=a===sxsx=asamsaasti: y' r as # is AYES CONT'RACTCARS NC. JOB- R. JOHNSON JOB NO 5428 DATE 09/10/86 PAGE 6 ~~~~~~~•~•~~~~•*~at~at#~~*#~##~~~~`~`~`#OLp SYSTEM#•~--~~~t###~#•~~-~~•~~~-~~~~r#~~r~•~~-~-~~## asaaas.::cs=::¢smaxaa:tacsacs=3ansoczase=csassssa=zsxcwamaraassa=amraazssama¢oaaaceasca HYDR L C . OA "cif EQUIV. PIPE PT' PT FIEF. FLOW DIA. FITTING F'TGS. PE PV#### NOTES POINT OT LOSS/F LENGTHS TOT. PF PN =v=axasae¢a¢saer==:oamtaaaaaaestaiszx>Qas=.=aas¢¢aacac=assemmsazscsxoeaac~sasc=w.sczasat 10.52 30.00 CS 4 25 . C 8.68 C=120 lE 3.0 162.00 29.0E--J----- -GA=w---B.68PT¢-29.06 26 1.330 3T 6.0 21.00 0.00 VELOCITY = 1.86 8.68 0.0073 183.00 1.34 S. 68 30.40 CS 4 27 -----Y-_----7.06 -C=i24r--1E-3. b --162'.00 `29.:92 -----__.-QA= 7.ObPT= 29.92 28 1.380 3T 6.0 21.00 0.00 VELOCITY = 1.51 7.O6 0.0049 183.00 0.91 7.06 30.®4 CS 4 29 5.66 C=120 lE -3.0' 162.00 30.70 {3A= 5.66PT'= 30.70 30 1.380 3T 6.0 21.00 0.00 VELOCITY = 1.21 5.66 0.0033 iB3.00 0.61 5.66 31.31 CS 4 31 I 4.46 _ C=120 1E 3.0 162.00 31.42 QA= 4.46PT= 31.42 32 1.380 3T 6.0 21.00 0.00 VELOCITY .96 4.46 0.0021 1.83.00 0.39 4.46 31.81 CS 4 33 3.'47 Ce120 1E 3.0 162.00 32.0`7 DA= 3.47PT= 32.09 34 1.380 3T 6.0 21.00 0.00 VELOCITY = .74 3.47 0.0013 183.00 0.2 3.47 32.3+ CS 5 _J J 2.71 C=120 SE 3.0 162.00 32.72 QA= 2.71PTk 32.72 1.380 3T 6.0 21.00 ,0.00 VELOCITY m .58 2.71 0.0006 183.00 0.16 2.71 32.88 CS 5 . - ~_amaacczeaxa :cyas+s~t3eEsaasrmaeaasecaxcaama¢aamsammassseaaaa>*cs=raca¢acmaza ~t # AYES CON I-RF-ICTORS INC. JOB- R. JOHNSON JOB NO 5428 DATE 09/10/86 PAGE 5 ~#~~#~~~~~#~~~~~~a~~~~at•~r~t~~•~~~#~OLD SYSTEI~~~a~~•~#~~~~~~~'~~~~~r~ra~~~~a~•~~~~~~# ~xa=aa~xsaxaamrssa=saas¢axxzexan=xss=a.mxsa~mcaa:asxacasxscsxa':asscwxassarasax=mxmm:sSaxs HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE: PV NOTES POINT QT LOSS/F LENGTHS TOT. F'F PN sx=xsaestaxssxoesxaaaas:seuxxas=a-c-saxssmscsaxaaxsamxxaxax-~tx~sxsm~xaaaaaasassasc==zaxs 17.02 C=120 10.00 9.17 K$ 5.620 P= 9.17 13 1.380 0.00 0.00 VELOCITY fi 2 -9.35-0.0083 10.00 --0.06 16.94 C=120 10.00 9.09 K= 5.620 P= 9.09 14 1.380 0.00 0.00 VELOCITY = 1.63 j 7.59 0.0057 10.00 0.06 --_--__-_--_17.00 -C=120 _____________10.00 -_---9.15 -Y ___K~_--5.620 -P- --9.15 . 1S 1.380 0.00 0.00 VELOCITY - 5.27 24.59 0.0501 10.00 0.50 I--..-----__----_-------- -.-.-_---_--__-r_._-__----- 17.46 C=120 10.00 9.65 K= 5.620 P= 9.65 16 1.380 0.00 0.00 VELOCITY m 9.02 { 42.05 0.1353 10.00 1.35 13.64 C=120 1E 3.0 60.00 11..00 K= 5.620 P= 11.00 17 1.380 IT 6.0 9.00 0.00 VELOCITY = 13.01 60.69 0.2667 69.00 18.41 60.69 29.41 CS 3 18 I -29.0S C=120 -41.00 26.99 Q=K*SQR(P): P= 26.99 19 1.380 2T 6.0 12.00 0.00 K= 0.000 V = 6.23 -29.05-0.0682 53.00 -3.62 27.17 C=120 10.00 - 23.BB - W--- K= 5.620 P=~23.38 20 1.380 0.00 0.00 VELOCITY = .4 -1.88-0.0004 10.00 0.00 27.17 C=120 10.00 23.37 K= 5.620 P= 23.37 21 1.360 0.00 0.00,, VELOCITY = 5.42 25.29 0.0528 10.00 0.53 25.29 23.90 CS 3 22 it it 0.00 C=120 1E 3.0 100.00 23.90 QA= O.OOPT= 23.90 22 1.3eO IT 6.0 9.00 0.00 VELOCITY a 5.42 25.29 0.0528 109.00 S.76 . a,-;. CS 4 23 - 10.52 C=120 1E-3.0 162.00 28.10 QA= 10.52PT= 28.14 24 1.380 3T 6.0 21.00 4.00 VELOCITY a 2.26 i 10.52 0.0104 183.00 1.1-71 _....c_.aa.::=acsse~as::xatcsssxsaaam= :saw:~;mmsear3xssesaet~:ssa~e.:=ar~ora~~xsF=caxcxra~c~a: rss #4YES CON TRAC T'GR3 it IC . 3t ~ grit tt ; to ~r tf r ~r JOB- R. JOHNSON JOB NO 5428 DATE 09/10/86 PAGE 4 ~~-~~•~*~~~r~•~~~~~~~~~*~•~#~~~#~~OLD SYSTEM~••~~*~~•~~~~~~~~~~~~~~a~~~r~~•~~~tr~~~~ _._.saammaeemaa»amssaoa~aemaac=xamasaassexsmamr.=msileatsamc=s=aaaaaxaaa~em+e=sas=asxaasai~sc r E~'DRLC. QA EGG V. PIPE PT PT REF. FLOW OIA. FITTING FTGS. PE PV NOTES * # C,INT OT LOSS/F LENGTHS TOT. PF PN ~rsxsraamaesimz.samaamamsaxa=axxxss==aaxaFm»ma~mV:saamsxsadssmaaasr+~s==astas:mais -3.48 C=120 12.50 32.09 QA= -3.413PT- 32.09 2.469 0.00 0.00 VELOCITY - 7.66 . 114.34 0.0506 1----0 ----._0_63_______.. -2.71 C=120 12.50 32.'72 QA= -2.71PT= 32.72. 2.469 0.00 0.00 VELOCITY 7.48 111.65 0.0484 12.50 0.61 -2.23 C=120 12.50 33.33 GA= -2.23PTa 33.33 2.469 0.00 0.00 VELOCITY 7.33 ------_109_42--0.0467 ------------------12_50 0-5H _ . -2.07 C=120 12.50 33.91 QA= -2.07PT= 33.91 2.469 0.00 0.00 VELOCITY = -7.19 1:)7.35 0.0450 12.50 0:56 -2.29 C=120 12.50 34.48 QA= 2.29PT= 34.48 42 2.469 0.00 0.00 VELOCITY - 7.04 05.06 0.0433 12.50 0.54 -2.81 Ca120 12.50 35.02 QA= -2.81PT= 35.02 2.469 0.00 0.00 VELOCITY = 6.65 102.25 0.0412. 12.50 0.52 -3.59 C=120 12.50 35.54 QA= -3.59PT= 35.54 " 2.469 0.00 0.00 VELOCITY 6.61 98.66 0.0385 12.50 0.48 _ --94.07 Cu120 lE 3.0 .162.00' 36.02 QA= -94.07PT= 36.02. 1.380 3T 6.0 21.00 0.00 VELOCITY = .98 4.59 0.0022 183.00 0.41 4.59 36.43 CS 2 X2.73 C=120 41.00 26.25 QA= -62.73PT= 26.25 LC 1.380 2T 6.0 12.00 0.00 VELOCITY 13.45 -62.73-0.2836 53.00 -15.03 - -62.73 11.21 CS 2 . --.-..,____-____....._...--..._.._-------...-__----r...._---- 18.91 C=120 10.00 11.21 K= 5.620 P= 11.21 i 1.380 0.00 0.00 VELOCITY 9.42 43.92-0.1466 10.00 -1.4-:' 17.55 C=120 10.00 9.74 K= 5.620 P= 9.74 1.386 0.00 0.00 VELOCITY a 5.65 -26.37-0.0570 10.00 -0.57 - _ -c»=as.=csox=»aas=xomr2sm»eaazs»aasmaaaaaas=aax»xts: maaxaassm=amssas.aaxxa=sa c,-,. t..{i .c, ,y.;t. .-.~~'~-•i5 it#S~•Y<-#-K...~.r_ r. , . .r_.-- ~..L.. ~:•'--0. . -~t•• -s#• -~t•- • V' E ~,_.s--" C Q hJ 7' F~ ~ C T C3 f~ ~ 3= i~•JC:. -~t- -s~• tee- ~ ~x JOB-- R. JOHNSON JOB NO 5428 DATE 09/10/86 PAGE 3 j ~•#~~•~r~~~~**#~~~~•~•~•~•~-~~~~~~~~c•+FOLD SYSTEM~•tt~•~~•x•u~••~~~~*~~~~#~#~~~~~••~r~•#~~•~•~~ =emssCZSaaaxxsaaamaae»saeszm=-aiaa=ase'sfls:Qacamsexasmsaamamesesasesa=.aorsz:aaasa=amaassasaa=3ee HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE; PV# NOTES POINT QT LOSS/F LENGTHS TOT. PF' PN am =ascraa=saassmasmmemmamcas~amaasxaasaasasssestumsaar.xamsn.:xxaaaasaamamassssss=omtasas 9.22 C=120 10.00 9.04 Q=K#SQR(P): P= 9.04 5 ..1.380 0.00 0.00 K= 5.620 V = 1.99 9.22 0.0081 10.00 0.0E 16.97 C=120 10.00 9.1E K= 5.620 P= 9.12 4 1.390 0.000.00 VELOCITY = 5.62 0.0563 -10_00-- - 0.56 C=120 10.00 9.69 K= 5.620 P= 9.69 3.- 1.380 0.00 0.00 43.68 0.:1451 10.00 1.45 18.75 C=120 41 .40 11 .1~1 1 C~. 2C` F= 2 1.380 2T 6.0 12.00 0.00 ; 3- 62.43 0.2811- 53.00 14. rT'' t C=120 12.50 26.OLE GA- O.OOPT= 26.Ofl 0.00 ! 1 2.469 0.00 0.00 VELOCITY = 4.1.8 62.43 0.0165 12.50 0.2x p,- j 62.74 C=120 12.50 26.25 QA= 62.74PT= 26.25 10 .12.469 0.00 0.00 VELOCITY 8.38 125.17 0.0599 12.50 0.75 i 29.05 C=120 12.50 26.99 QA= 29.05PTsi 26.99 19 2.469 0.00 0.00 VELOCITY 10.33 ---------154-22-0-0~1 - --__---_-_-12-50-----1-1- - -10.52 C=120~ 12.50 28.10 QA= -10.52PT= 28.10 24 2.469 0.00 0.00 VELOCITY = 9.63 143.70 0.0773 X2.50 0.97 ---------`-8.6£3 C=120 -------------12.50 29.06 _-___---~~----8.68PT= 29.46. 26 2.469 0.00c 0.00 VELOCITY 9.04 135.02 0.0689 12.50 0.86 -7.06 C=120 12.50 29.92 QA= -7.06PT= 29.92 2B 2.469 0.00 0.00 VELOCITY = 8.57 127.96 0.0623 12.50 0.78 1 -5.66 C-120-- 12.50 30.70 - OA- --5.66PT- 30.70 30 2.469 0.00 0.00 VELOCITY = 6.19 _122`30 _0-0573---------~-_-_12_50__-- ----72 - - 1 122.30 31.42 CS 1 32 -4.46 C=120 12.50 31.42 QA= -4.46PT= 31.42 32 2.469 0.00 0.00 VELOCITY = 7.89 117.84 0.0535 12.50 0.67 - --_.a=.-_=_=:: asssa-aa=ssa=xaasceaaia=szaxcsmaamxametaztaa:axeslxTssasmiamamsmma=aasctaxasxa b6 4B . . < \ < , , . < < <<< L +:49 t~ t 94.07 206.78 5.77 t SO<:tiff « C<.«t:«<':<{:{«<<<<' <,<•~ F r r. ' !<,'♦<<; <<51 t 88.30- 212.54 t 7.12 t 52 «~<<; . <t<««<~ t{'.4:~tC.C «c<tf«<C<4<C~ . .«<.<•.`<S3 81.18 219.67 t r ; s 8.65 t 54<<<<<<<<--'%X<<<<<<<-(<<< <<• <<"<<<< `<`<:<~s« < <<~•~'<;« <..<<~.•` r r<55 t t 72.53 228.31 t 10.33 t 56<<•.<<<<<<<«<«<<<<{«<<<<< <t<t<{<{{«t.C«<<.<4,:':=; <::ti;<;C «:«s<57 t 4 62.20 236.64 t 12.17 t se <C««<< <«<<«'•C«« w{<<<<<<<<<<:•: < «.<{<;<t« <<; :<:<:d<~:z<<i<.{<:<.«59 t t 50.04 250.81 t 14.15 t 60«{«<<<<<<:««<<««<<<<<<<<<<<<<««««•C<<<:<<<•C«<<;<'{{ {««««bi f t 35.89 264.95 t 16.a5 t 62<:<<<«{•C«<c:«•«««<««««<•C<•~*.<<<«««<<<-:<-<:-"<••'..{<:<%,'.<<:'<<<<<<<..<63 t t 1.9.64 291.21 t 19.64 4 614 ? t 300.54 l -1. Jt'~3 g1aP- aAr K,r fx t 66 4rj 300.85 'Atli 67 t>a ;fi `y v1. 300.85 ¢,y 1 Fi N 68 t - t~ ~ tip r I c'+ : 101, ,.6 , f*'~~wjj,,y t ley f • I Rik" _ } j ~J (gd,~ r . ~ H 7a *13 11 ill I ti~.:;i~,i,r=..'=ify?-t-it?t:r t, is ~ ~.r...o-.s`..33####~'iF####•1['#########iF•!k 3~ -K- -3 -W-~'~r IF2y, C : 8- 9 4, 1 I II C~ -~t-- - - JOB- R. JOHNSON JOB NO 5A•28 DATE 09/10/86 PAGE 2 ##*#~#~#~~r~~~~##~~~#•~-~~#~a~~~•~#~FLOW 'aGHEMA7IC~##~~~#~#•~'•~#~•##~~~#•~##~~t~~~~c# ....:csssaxaasacasm~sasasms5arssasmw»ettasssssacaafsmsmeeamtttaam:geassassarxmaata.:aszxrs~asrs '..3 26.19 7.68 42.05 >>>2'>~>»3>>>>4>>>>S<<<<6<<<-(7<•:<:<B<<<<:•t:•:<•t• <<<<<<<<<<<<<<<t<4«:9 43.68 9.22 24.63 60.65 ? .43 60.65 62.73 26.37 7.59 42.05 Syr?;>` >>?11>>>lP->>>13>> 14<<<15^:<;;:16::<17<<:C«C;:::<C c:«C.{::«~:!<:C<:j:4{:18 48.92 9.35 24.59 60.69 + '5.17 121.34 r 29.05 25.29 aR 19':>>»»»24»>21«<22•: <<<<<:4««<<<<<.<<<<<:<CC"<:;:<:;:<:::::*.-:'-.'%%<<<<<<<<a3 r 1.88 25,29 T t54.22 146.62 r 10.52 f c'%~:.:<<:<"««•C«C<C<i.<««<•CC<C<:< <«<<:<t<:•C«~.<{: •CC•`~<:{:«<-:.::««<:<<:<<:«<C<25 f 43.70 157.14 t 8.68 fi c;«.C«««<<.««t«<Ct<{<t<Ct<C<'ttCC4««<:<{<:<:< ' 7 5. 02 165.92 T 7.06 4 ct3;C<.«{C~'«C<.«<C4.«C{<C4<{"<Ci:rr:C~<t<tttttC<:< t<:':««29. 4 i. ti :'.7.96 172. E39 t 5.66 4 :?t~~ .::<<•C<:~:<«<<:C««•~•Ct«t•;t«<+~t;'C~::<<<C•G<CC<€C<<:<f ; :::~::t:;. <.C<<:<31 4 1 ?.30 172.55 4.46 T <<<<<t<««««•C <<<<<<<<.<CC«««<<'<<<.<.:'<.:;<<<<<<<<<<<•;««<:33 117.®4 183.01 1 3.47 t <<<<<<<<<<<<<<<<<<<<< <<<««<<.««<<<<:<<<:<««««•r<<; «««<<<<35 :14.36 186.48 2.71 T -,<<<<<<<<C«{<• <<<<<<<<<<<<<<<<<<<:«t•C<<<•C««<:'` t 1.65 189.20 r 2.23 t ::<•«< «««««t«««<««C«««<C««1:««<."<<:<<<<:<:a:<<<«««<39 tI :)9.42 191.42 2.07 4 i:<<:<<:{<<:«tC:« <.:<:«<:C««<<C<t:C«<C«<«~.«:'':;: <.,<(<<<<<<<<<<<<<41 is T 1 ,,7.35 193.50 i. 2.28 t ..~<{Ct««C«•C<:•C<:<•C'<;<<:«<<:<C<~;<:'•~f:•~t<:<4<•CC<:<:-;:•C•C•, ~:-'..{CC~:C<:«:4<:««<:C43 • T 5.06 195.78 2.81 T T 2.25 198.59 x.60 T k - - '+ii•~ ~ti~-yi-#t•##iF##ti•###iE###•3F•It##M•##3FiF####i'rj!##•i!•#•1F###•#f•!E####It•iFif•#####9P#3t•####### MINNEAPOLIS, MN. . 612•-332-9501 6:3. 1 a 2433Z2 --ILFs0 1 _ _ _ . ~ :_,~=aaaascs,szts.x:asatsmsm_zsGemssas+.:ms=sisexxas=csaaiasrxs=asa :YDRAULIC DESIGN INFORMATION SHEET _ :ssxrsrsxteestsersmcsmtaascsssassacsamasmmseaz NAME: R. JOHNSUN DATE 09/10/86 LOCATION 3089 SIBLEY MEMORIAL HGWY BUILDING 1083 SYSTEM NO. 3 CONTRACTOR HAYES CONTRACTORS CONTRACT NO. 5428 CALCULATED BY DOUG CARLSON DRAWING NO. CONSTRUCTION:( )COMBUSTIBLE (X)NON--COMBUSTIBLE CEILING HEIGHT OCCUPANCY WAREHOUSE e..r zs=ssassmsaamsaam=asaaeossssalms=aase=satasaaessaxmaras5tvtmessses~aacsaiaaa:sssamsssaaemsoacaza S !(X)NFPA 13 ( )LT.HAZ ORD.HAZ.GP.( )1( )2( )3(X)EX.HAZ. Y !t )NFPA 231 ( )NFPA 2310 FIGURE CURVE S )OTHER T !c )SPECIFIC RULING MADE BY DATE E ! asanasssasasesaesaae:esssamaaee:racaesraouaasszaaaa:asalsxs- =xa:sesas=saxes a_mascrscasuo¢asazsa M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE , 'DENSITY- GPM .13 (X)WET( )DRY( )DELUGE( )PPEACTION D '.AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE' E !HOSE ALLOWANCE GPM--INSIDE 0 MAKE RELIABLE MODEL G S !HOSE ALLOWANCE GPM-OUTSIDE 0 SIZE 1/2 K-FACTOR 5.62 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 2B6 N ! asaam~sastsseasmotcrosaasmasassas3asaaassseoRmesasasss~stsprrgtss~atassssaavsxtsssrsssaa :so:aaeess CALCULATION ! GPM REQUIRED 300.84 PSI REQUIRED 64.65 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 __zsaateaassassmssaasase:asnxe;srsessz~ezsa=asseex=as=assssssasweaasssass:rsa=amaass;asr_aca=>:ass W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST ! RATED CAP 0 ! CAP. 0 T !TIME OF TEST ! AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 90 ! ELEV 0 ! R !RESIDUAL (PSI) 44 ! ! WELL !FLOW (GPM) 4700 ! ! PROOF FLOW GPM 0 S !ELEVATION ! ! i, ! -e=sszSass3~taseeStsLRaisetamasacasaeextses:seesaasme+tassmmsatosasreauxsafapsaaxtuamaaaesmmsaaemmas.-a P P !LOCATION L SOURCE OF INFORMATION _-.z__ z:msiescsasmma.=az==ox===a~ssaxs=rasozsas=s.:aas:x.ftetsararcmmar=sxassar~:wssaseeaaamimedseaszsms 'COMMODITY CLASS LOCATION !STORAGE HT. AREA AISLE WIDTH !STORAGE METHOD: SOLID PILED PALLETIZED RACK Y. C 'O ss:Wles=sasmzac ~aemS :SS=sxsxCxsammye x: xeaeCSSSSmCaI~aY:C7e:xsaiea rssacrosf xamsrsamesseasea a:=9Cae ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHEL'JING( )NON-ENCAPSULATED A ! ( )MULTIPLE ROW ( )OPEN T I sta=wssxxtaseas.:~szsrtaaZasR09escsrsflmsasrrtsax~eas :seas=sas-sssssrasmmssassaess=sxssssa ' K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING n ! LONGITUDINAL TRANSVERSE ~ ' 1' ass:::eazaaaesesvssae:s-cseexsasc:asxassensassesawadear.asrmmsx=ameaalats.-ssaesms~estsssnae G ! HORIZONTAL BARRIERS PROVIDED: _sacro--muraean.-sc:csaz;.:arzsaaxcseax;:.:-s:xa•masmxrxsarziesa.:xxs-asccxaasx:amsraeesoamssa-e; a. !'.I TTS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PPESSI IRF ( PSI ) T- F? F=" Fr> R C-v -•f'• I= f- -r T' C"e I.1-. i l y } pry' ~,Iv - - r :r - - - - - - - - - - - - - - - i ox , i y~ .yam ~1 J {d I ( ~ h t 14- i•' Y # ; a o rI ~ P~ ~ 'rT- t ~ ~ . .'I l~rt ita~a } if III . F= Z F2 E F'FR t.?TEC T" C~t~J B''~'' C OM IPU'TER [3ES = G AI 1~`" _ st T f° s~ is if i1 •~cy~ y ,Z[VP l• ri:• ! d lE 'r.N f 3 ~f' 4jJ ~ n ~Y N.i i ;(~"St~{, ry' 4,, ~ ~ ~ lift S1 ~ ' +W~tt i7 l 04 mac- 34• # -#--3~f--t# #E -S!" #h'# $#--l~- -~E -q--if--l~--IrE--3#--?pE- -i~-34.14 #E--sf- i#' "3#- -#E- HAiY~S~ +C Of~+,MTR A+C TOFa 3 =►'~JG _ t"1=h11VE~F'C?L =~'a s h~lC~►i - -l+t»-~E--~E•--sF -3~E 3E- -##--#4•-#E--fE- -34--x' ii-~a--~t--l4--MF 3E--3~E- mss- •#E--~t--~t-i4-34--~k' -~t--s4- -lf - ~t - a, ..w. #####if'###############9F9f`ii"•#iFit ###'it####ik#'IP##iP~N"~E'#####iF1~#ik##iF~!`if`######'!F### - CONTRACTOR HAYES CONTRACTORS NAME R. J%4NSON # LOCATION 3089 SI13l.E4' MEMORIAL HGWY # SYSTEM NO. 3 t t~sl►~~ # _:ONTRACT NO. S42E . .1.:. t , . r. .c. - i. ,..u..S1. ~...'-t f i ,t - r > , -+S ? 44 -'Ti 4 i-. , -il- x -r - 4-f•• dc%tx T JOB R. JOHNSON J08 NO 5424 DATE 09/10/B6 PAGE 3 r~tara1x~rnWATFR SUPPLY F&GF'{~IA7I~~tr~I*+~ttt*~1-st*u-a aaramayrsns4sarr~smrraatsorsaoas~oar:irm:sam~mc:atx~a~rQ:sessrs+nrsaxa~ecstwsresmamcM:aesttnawassnmaaaassssesa B.TATIC PRES. ! # - 90.000 PSI t S 1 1 U 1 { p ! P ! w 1 ! I h {I ~ K ttal' • • LJ ! • Y K ! E ! ! PRES. AVAILABLE ! C-- 82.4'91 PSI ! SAFETY MARGIN . ! 12.S31. PSI v ! ! SYSTEM DEMAND--> * •w C--- FL.(AJ AVAILABLE 1199.04 GPM 500 GPM HOSE T 29'59.'74 GPM ' E ! TOTAL DEMAND ! ! V ! 70.460 PSI AT! / R ! 1699.94 GPM ! ! ! C RESIDWL PRES. , ' 44.000 PSI AT. ! D 4700.00 GPM 1- t l H 1 M 1 l5997.39 GPM ! E. •,.~-k, AT 20.000 PSI ! PSI (ELEVATION) ~ t i _ 1 FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 845.28 GPM RACK FLOW 354.56 GPM OUTSIDE HOSE 500.00 GPM TOTAL. DEMAND 1699.84 GPM ski ir•iF'IF•####~fil~aF#dEi!••Ihih#'14"1F^:. ~ ~ ; : i- I , c . I I. . ~ ~`i~. : r. .h • ~f , z, ;i• - r~..,, - . - -~c.'-+r~- •~--~e-~- ~-tee-~• ''ti' ~ i .Y -~"-i-~' 'i` ~ ~ ~:t ~ T'~b~;.: • _ -s~- -a~• JOB- R. JOHNSON JOB NO 5428 DATE 09/10/86 PACE 2 ~###*~••~~~r►~r*~~'►t•~#ac-~#~~*•~••~•a•~•u•CQMBIN~D ~iYBTEM~3'~+~~"~~~c•~'~~•~••~*-~#*~r'~'a••**•#•►f•t## xaaeuasa~:olas+soascssawn:afrytssors:satmsaesaa:lnesl~rearssrmrssaoapmsrmoa~:xx~oasrauaspa:s:easaoasaareroerr:sans - HYDRt. C . 4A "C • EQUIV. PIPE PT PT REF. FLOW 01A. FITTING f-"TGS. PE:' PV * NOTES POINT QT L( S/F LENGTHS TOT. PF Pig! _ -:nsssar:n+~a:ua~oasweam:sassaesa,ssaor~waas~eu:slas4eaassrassa:ar~sa:maaeaa:sxaretiss~nssso:~:es~r P74.66 4.026 P-0.00 57.15 ©=K*S(iR (P) : P= 57.15 0=120 0.00 01.00 K=115.700 V = 212.03 74.6 , 0.2019 20.00 4. Ott - ------r--..----..-- -...----.-------------------M.w..w....r 'j74.66 61.19 K 10at 111.810 y..---------------.... - - 1.199.81 6.065 100.00 64.65 OnK*SM (P) : Pw 64.65 C=120 0.00 0.00 K0149.220 V 13.32 1.199.81 0.0492 100.00 4.93 ----..-•------r-- .1.199.81 69.50 K 11 a 143.840 w. --------------.---.....-----------•----------w- 1199.84 8.140 100.00 69.58 G=K*SQt(P):P- 69.58 C=140 0,00- 0.00 K=143.840 V = 7.39 1.199.84 0.0088 100.00 0.1313 .---r------------------r----.w ---------P---- ---•------------------w- w-~-- c7r 70.4ta K 12= 142.940 ~ f Vito. 1 u1 EPIC' p 7 i as r~s 1 4 ei~ i dy t 4 y~ i' }j`7t i l -i; , Y"6 ~agl+f r n =.u 4CI r1S.; fiC ` 1 ?k i~1 'k 42 . ' ~ ~Lt~ti t x.41. rrrfff... i rl' r^ 1,. s y { f1w f ifs t ~s+-~~ ~~r~~f-~c~-f~~~~~-n•a~ft##*~ ~~t~•~••~~t+t~ ~~-tr•s~•~~r~~t+t~~c•t~+~r*~~~~ ~~~t+~l►* MINNF'APOLIS, MN. t"# T hIh1EA i3C? L X E3 v MP4 . 612-332-9SOi b 1,a? ---J33a--95C? 1 n=s xssa:.:. c::a *:,s_smess.::::a=aa:aassaaoacrosa~gtseauassassaatasasasa#aaswsasasri#wemwsmowassitm HYDRAULIC DESIGN INFORMATION SHEET a swaswswsstisssasnaecasssswm==sossuwmass, (NAME R. JOHNSON DATE 09/10/66 LOCATION 3089 SIBLEY MEMORIAL HGWY , BUILDING 1083 SYSTEM NO. COMBINED CoNTRACTOR WAYES CONTRACTORS CONTRACT NO. 5429 CALCULATED BY DOW CARLSON DRAWING NO. CONSTRUCTION:( )COMBUSTIBLE (X)NON-CdMSUSTIBLE CEILING MIGHT OCCUPANCY WARS/RACKS samwsswuowoemss:uaairessssssasssssas~seww~e:+argwrrwassswwm[~:nernswwsawswe~wasrzcwauswa~paaa~eramfe~uw S f.(X)NFPA 13 ( )LT.HAZ ORD.HAZ.GP.t )1< )2( )3(X)EX.HAZ. Y )NFPA 231 ( )NFPA 2310 FIGURE CURVE 8 )OTHER T )SPECIFIC RULING MADE BY DATE 1 ss~ewssswwswsunasesasssssssssas#a:asfeasawtA#s~m+rtsmasaaswssmrsarzrseaasr:essasfamsausswspim IM !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE !DENSITY- GPM .36 (X)WET( )DRY( )DELUGE()PREACTION D !AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE ~E !HOSE ALLOWAIIVE GPM-INSIDE 0 MAKE RELIABLE MODEL G S !HOSE ALLOWANCE GPM-OUTBIDE SOO SIZE 112 K-FACTOR 5.62 I !RACK SPRINKLER ALLOWANCE 3S4..S6 TEMPERATURE RATING 286 G N ! ssrssauaam~caiarasosasw.sassssuwsawsaamwsswaisasa~sssesm:ssaecssa+~swsarsawwaasss:asa:~zaaat~a~s CALCULATION ! GPM REGUIRED 11".94 PSI REGUIRED 70.46 AT BASE OF RISER SUMMARY C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 ewaaw,~srawusswreaswas+rsssasswsa:sassossssw~eatisasossssaaaets~ussrsta#wzeaesssmmsascass=amsa W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST ! RATED CAP.O ! CAP. 0 { T !TIME OF TEST ! AT GPM 0 ! ELEV. 0 I{ E !STATIC (PSI) 90 ! ELEV 0 ! 1 'R !RESIDUAL (PSI) 44 ! ! WELL !!FLOW (GPM) 4700 ! ! PROOF FLOW GPM 0 S !ELEVATION ! U f sssssssswsssassswsssssaslwssssssiese~sswsafssamszsssecosl~m=m~awsawssa~siaawassna~ssws P ! P !LOCATION _ L !SOURCE OF INFORMATION ~ ~ ~ a ~ t 171 Y f asraoeoasssiraemsaewsssameansaarssm~oa~cne~ssarffxsse~wsaswmwsrmszaaa~smeassprsssamsssasaiasssasm#~tsasre !COMMODITY CLASS LOCATION C !STORAGE HT. 21 AREA AISLE WIDTH O !STORAGE METHOD:SOLID PILED % PALLETIZED % RACK % M ! swssaswswswaaraussss■■rsasaasswssassssssrssmarwf~irsassassascsasssssasaxs#erss+aa M ( )SINGLE ROW( )CONVENTIONAL PALLET( ) (C'TrAiATIC STORAGE( ) ENCAPSULATED R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SJ-ELVINGt )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW t )OPEN T ! C saa~wwsralsasa+bsseswfssrza,ngclesasso~s7zswssisttza~tu~aReaaeawm#ssMtisssaawaoasonaawss 0 ! K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING IR ! LONGITUDINAL TRANSVERSE A asaaassaa~assax#ssams:slaws#:asssossa~s~exr swiss:usawarxsamwsasussoswwwmww:ssrts G ! ! HORIZONTAL BARRIERS PROVIDED: E ! asmarwsassirefmaaaessawsmacaaawsu:a::aissxm~ecsRasu3msssdeaasasm:ma,sasaaxmmrsuwsssrso:snisowiswwasaess UNITS - DIAMETER (INCH) LENGTH (FoOTk FLOW (GPM) PRESSURE (PSI) , r• st1F~F~Fdt~iliE•1F~#•IF~l1F~•1Mp#i1~+iHc•tHf-q•-+e9F9t-IF#i!-+ti!•ff*~4•~ll~F~F•1~rNIP~FkiHHFiHt•iE#*ih#MFit#IFiHFfFiPiN•r~#-~F9Fik ~f low., r l p 1. i 441, y# # YY i~~f R ivt'jfh l~ ~ £t Is 1 II~ 'I{' if ~ ~I "a ~•3• ~ A I ~ L .N. t_ ~}r~~~~~4 •i r nit Iq~ {qlf' 'tom # lf' t.~y y ~ ''i: 7~'~~f. ( All, i 4~ ~ . h;-i.f>;y, -.A~ 1 Sl~l 1~~e y i~ f ~ 1 ~ I~~J~4 ~ ~?II t..~ ~•ywy~` s7 '`~i ~ r. n.. Il -in q Ik ;j1* f' s .(71iM pf I~~I{{~IA~~1I'' 4{,` y h tx 4l t- ~'..~t"T.'~-l7-TR'iT~~-.T7c'7~'~~.'R"'ii'~TF ~'R TC"Tf'7'~I' 7M: ~'7~~i-~-~~7T - • . " i-1A~YE~~ G C7tt'~JTF~ QAG T~}F~ S h1G 44- x. ,b 1 Ze aaC-2 C? Sit a 1 J Y ~ j k~ f ~ f' ty~ 7i f y r r.'•N"lllf"#'IG'1i1r'~f'a,~F'lt'OC'T-RlfIrw N1T'tf"i.'1~'T~, ~,"7rT'~'1C1i"!s'lf'1f~11"'R l~l. ;ONTRAC'rOR HAYES CONTRACTORS ~ ,LAME R., Jt WSON WCATION 3089 SIBLEY MEMORIAL F•IGWY ~ SYSTEM NO. COMBINED # ' ONTRACT NO. 5428 # * * * AYES CCA4TRACTORS IW. # at x ~aE l a ~r : JOB- R.JOHNSON BLDG.1083 JOB NO 5428 DATE 05/09/86 PAGE 4 ******-"***-******************WATER SUPPLY SCHEMATTC**# s ass sa~aG,et:~J;anglROtitt lq ft:wacsGSSDft Yr'i~mts': asi7mSSSO xr.~,t;aS-ae atx qt U{.R.'t RARlpR ttt pl~i[wstiRlf.R~l~Qts li ESQ>t■ t 1 1 i",TTC PRES. ! # 90.000 PSI , u , P^ P L i' - ! Y kv' 1 PRES. AVAILABLE ! ! # 89.614 PSI ! S~WETY Ntak'~ Lr' T ! 34.094 PSI v ! ' SYSTEM DEMAND--> * FLOW AVAILABLE , 354. SEA GRI ! 0 GPM HOSE 4021 , 86 GPM ! E ! TOTAL DfilIAND ! ! k , ! . 516.524 PSI AT ! ! R ! 354.56 GPM ! ' C RESIDUAL PRES.->* / 44.000 PSI AT ! ! D 4700.00 GPM i N ! ! i A - fr. i . ! ! M', = 5897.39 GPM * ! ;I AT 20.000 PSI v A. • t I 1 A r.!.~ Pm) FLOW S Y SYSTEM FLOW 35+4.56 GPM TOTAL DEMAND 354.56 GPM iA"L "I as - - -n y- i V R ozC" `f , C N~,~!E a C':r1uTRACTORS IN.. J08- R.,JOHNSON BLDG. 10133 306 NO 542'9 DATE 09/09/96 PAGE 3 '~••~•a~~••a••utr~er•~~~•~~~at•~•~~r~•#~~•~~•~•~•~•~~R~~GK PT~PING~~~t•sr~~~~•~r~•~•~~~•~a~*•a•a~~•x~•#•~~•~~~•# smaaseawrasssatwmwsaaasaamwaaswmaaaasm:ossapmwo>tnaw"u~iawse,taasew:soxwwswmw:awpezwexsaau~arau:smsarttssa+aas~wwsmawsmssme E !`(DRLC. GA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS-. PE PV NOTES POINT OT LOBS/F LENGTHS TOT. PF PN anassssssiss:sisaazsaemmstousanstam=*==%==ma n=maanu=s;zu=m*wum=wmxa momwwayswmmwwwworsewsmra 26.23 2.154 '10.00 22.S1 22.51 K* 5.620 Ps 21.78 3 C"120 0.00 0.00 0.73 VELOCITY 10.41 116.37 0.1050 10.00 1.05 21.7s 26.63 2.154 10.00 23.56 23.56 karr 5.620 P= 22.46 { :44 Ca120 0.00 0.00 1.10 VELOCITY s t2.76 145.00 0.1528 10.00 1.53 22.46 - 27.27 2.154 OE S.0 6.50 25.09 25.09 Ko 5.620 P= 23.54 i5 Cm120 IT10.0 10.00 6.06 1.55 VELOCITY 15.16 1?2.27 0.2102 16.50 3.47 23.54 PE- FOR HT. OF 13.9 - 2.27 % 34.66 K 2m 29.280 ~ 44 I ..56 ` 2.469 OE -6.0 -___-10.00 ____34.62 ---_-_---O=K*SGR(P):Pu - 34.62 - 354 C m 120 1 T 12, 0 1+2.00 0.00 K* 60.260 V ~ 23.75 354.56 0.4111 22.00 ~~.a5 0.00 4.260 3E10.0 325.00 43.67 43.67 Ko 0.000 Pm 43.24 C-120 30000 0.00 0.43 VELOCITY 7.97 354.56 0.0288 355.00 10.25 43.24 ...--_.-_-----_--._._w--....._.._---------Y------•------- 0.00 4.026 30.00 53 . c?2 53.92 Ko 0.000 P= 53.303 C=120 12.00 0.00 0.54 VELOCITY 8.93 ~A-S6 0.0360, 12.00F... 48.00 1.60 53.313 „'4.'"4-1 55.52 K 3a 47.5130 'h -.•l' f- ....-:'S.M: t.. ,Y' R.- wh . #F' V4 6(I' :L~' pp l lie a pp fh lr ~{{t ~ ~r ::4.##IE~Fik9Hli4i1-1!####if##tt?fdtiFrlFiE### t~Y_ I. II 1,.1F s?ir:?#3F-h#~F#i ~e-•~s-,t~--~rlt-•M--~tit•~- f~~•E3 G+J1'•: ~ ~~~':.:a~;~.:( ~i~ ",_:_-a _l_r+l~~ ~s-•~e-~-•+~t-se--a~- r-~. 706- R. JOHM30N 8LM .1083 Joe NO S4M. Di kTE 09/09/86 PAGE 2 ~~~t~~~~t~•~+tts~~~r~~~~•RAC.Ii PIPING•~t~~+~t*#*•~•~ =sazomtsesassasswa=at#~nsma~sa=aazaem#s#.mta==9t=snraas=asarxa#umsatasms~aaRa~rcssmssssaz##sss=sa:Maaura HYQRLC. QA "C" E(IUIV. PIPE PT PT REF. 'FLOW OIA. FITTING F'TGS. PE PV * NOTES * POINT QT' LOSS/F LENGTHS "rOT. PF PN =a:rsfv,2,-" 69#=4riiA#7MMSi===fes=JRi~IOaC##LtRtgrittf~M~ll~==IUtYIIptMrIGSM#iaMMfR101i#==~1#~C#fC=i#i=liit0l 22.05 1.104 10.00 15.40 ©=K*S4R(P):P= 15.4 1 C=120 0.00 0.0() K= 5.620 V = 7.39 22.05 0.1215 10.00 1.22 1 I----.--. -__--_.r._-r______-----____-_ 22.56 1.452 10.00 16.66- 16.62 Kri 5.620 P= 16.12 2 C-120 0.00 0.00 0.50 VELOCITY a 8.63 44.61 0.1178 10.00 1.18 16.12 -.._---.w_r.._-+a.... 82.93 1.452 10.00 17.80 17.80 Ka 5.620 P= 16.64 3 00120 0.00 0.00 1.16 VELOCITY = 13.08 67.54 0.2538 10.00 2.54 16.64 _ 1_'4.60 1.687 1.0.00 20.34 20.34 K= 5.620 Pa 19.16 4 C=120 0.00 0.00 1.18 VELOCITY ■ 13.21 92.14 0.2171 10.00 2.17 19.16 26.23 2.154 10.00 22.31 22.51 K= 5.620 PR 21.78 5 C=120 0.00 0.04 0.73 VELOCITY = 10.41 11.8.37 0.1050 10.00 1.05 21.78 .--------------------------r-.-__--____-____--_-__-_------________--- 26.6s3 2.154 1.0100 23.56 23.56 K= 5.620 P= 22.46 6 C=120 0.00 0.00 1.10 VELOCITY a 12.76 145.00 0.1528 10.00 1.S3 22.46 _.._.....4w--------------------------.-..-_----_----.-+~---_ 27.~7 2.iS4 OE S.0 1.00 P-S.09 25.09 K= 5.620 Pa 23.54 7 C=120 iT10.0 10.00 0.00 1.55 VELOCITY 15.16 172.27 0.2102 11.00 2.31 23.54 _-__--_..--..-.---._-_-•'-------.-r--------w-----_-- .J 0.0(> 2.469 8.50 27.40 27.40 Kr 0.000 P= 26.50 C=120 0.00 2460 0.90 VELOCITY = 11.53 17a.27 0.1.081 8.50 0.9a 26.50 PE= FOR HT. OF 6.0 172.27 X0.92 K 1- 30.980 15 +-----------------w__w___-_w-__--___.__-________--_-____ j 22.OS 1.104 10.00 1 fi , 40 Cf=K~f~1F2 t P) : P= 15.4 j C=120 0.00 0.00 KK 5.620 V w 7.39 22.05 0.1215 1.0.00 1.22 --u--.----_..----- _.------------.-----w-.. - 22.56 1.452 10.00 16.62 16.62 K= 5.620 P= 16.12 i.Q C=120 0.00 0.00 0.50 VELOCITY M 8.63 44.61 0.1178 10.00 1.18 16.12 =?2.93 1.452 10.00 17.80 17.80 K= 5.620 P= 16.64 i( C=120 0.00 0.00 1.16 VELOCITY = 13.08 X7.54 0.2538 10.00 2.54 16.64 _ -1.60 1.687 10.00 20.34 20.34 K= 5.620 P= 19.16 C*120 0.00 0.00 1.18 VELOCITY a 13.21 92.14 0.2171 10.00 2.17 19.16 . :?27✓;xS1t :1CaC7rrai==f9-arr_^="2w ===:.I== tx==a= r K^tta==aaW=ws"aegomft* amtsa ssm=u:m=omcmfr a an a aaa=aasMrsa= ES -.'ONTRACTOR s I! 1 MINNEAPOLIS. MN. 612--332-9501 4601 a-°332-r? Ei,0 I ==masaeaaansasasasaiaCalti'JCCSwsaRSwleaaewaswwwasilwwwwwwaiswsil HYDRAULIC DESIGN INFORMATION SET . c Sus:alarwwsoessswaewssssls a ~l>xx:a:zs~mas NtVIE: rt . jC)i ;idt;ON tsE.OG _ 1.0S3 DATE 09/09/86 LOCATION 3089 SIBLEY MEMORIAL HGWY. K SYSTEM NO. RACK "B' BUILDING CONTRACTOR HAYES CONTRACTORS CONTRACT NO. 5429 CALCULATED BY DOUG CARLSON DRAWING NO. CONSTRUCTION.( )COMBUSTIBLE MNION-COMBUBTIBLE CEILING HEIGHT OCCUPANCY RACK STORAGE - =raiswwss+s~=iwwwrss~sarsaswawwssassawrowamsaaasassssasa+sss,sszamsmssssasssssssss.sswesw S :(X)NFPA 13 ( )LT.HAZ ORD.HAX.GP.( )1( )V( )3(X)EX.HAZ. )NFPA 231 f )NFPA 231C .FIGURE CURVE OTHER )SPECIFIC RULING MADE BY DATE ~sszrlaesswsawsicsswasirsxswsssswsiiwwsssssass*+a:.s x=~aa~mmslmexsseisssawlssssws:sws AREA OF SPRINKLER OPERATION 0 SYSTEM TYPE !_IENSTTY- GPM 0 (X)WET( )DRY( )C7ELUGE( )PREACTION r {-iREA PER SPRINKLER 0 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 0 MAKE RELIABLE MODEL G S !HOSE ALLOWANCE GPM-OLiTSIDE 0 SIZE 1/2 K-FACTOR 5.62 I 'RACK SPRINKLER ALLOWANCE 365.. TEMPERATURE RATING 16S j u -==ssssxald~lwsssmaawssaasasasNtmsaa,esasissxrasar~eawssssasnstiwsaasassssssswssinsswsfl - ,'V_CULATI.ON ! GPM REQUIRED 354.56 PSI REWIRER 55..52 AT BASE OF RISER .:,,MARY ! ' C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 _ ::~s~ass:we+smasmsasswssmswamua~mualssacaiwwaensssassmswwsaarssaerMSSa*swsswsssssmarwaeaaaaara ' !WATER FLOW TEST ! PUMP,DATA ! TANK OR RESERVOIR P, !DATE OF TEST ! RATED CAP 0 CAP. 0 !TIME OF TEST ! AT GPM 0 ! ELEV. 0 E_ !'.STATIC (PSI) 90 ! ELEV 0 ! RESIDUAL (PSI) 44 ! ! WELL 'FLOW (GPM) 4700 ! ! PROOF FLOW GPM 0 ELEVATION i ' sawaws~asaslswwwsssws~iaess~assswsssasaumasmenwsnssaswa~as~rrsnsstet~assmsarsaeessassasaw t LOCATION SOURCE OF INFORMATION: _ .:_asiaalassse~ssiiswswssssssssiwMwwewr.Musssawasaamessustr~uecasssaswawssamsaassmssssswos ,COMMODITY' CLASS LOCATION STORAGE HT. AREA AISLE WIDTH STORAGE METHOD:SOLID PILED % PALLETIZED % RACK % . ~wwr+wwasssas=■w:ssanwawwassssaa>Dc,mssansssasismaa+gas:Awwaa;asassssi~aiasa~twwas~sssawn ( )MINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED A ! { )MULTIPLE ROW ( )OPEN C ! lwYwwnsalQaanw~twl~tiwislillsaeaowwsswwaaww.spll:Amwlssmf177laada7RlCSSmsssssnpAmearan K ! FLUE SPACING: CLFARANCE:STORAGE TO CEILING ! LOWITUDINAL TRANSVERSE l ~ sssaoniessswiieasssiissassswasssss:itleswsslsalrassasasniassssasssssswsssamalss ! HORIZONTAL BARRIERS PROVIDED: awaalsna ssaswawwa[ei]iwwwaoswxessasassassaessMamCwswri It iiswwssciwwa wRlsa4:slwwiwswsn#ws ,.TS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) t t5 ~!:..;~.lr.kS-•!~•#..~.:N.l.'.¢•fi•?4~f•;!•.Si1..tttfif.-RS~j.?r~c~f•?~dc..t;....~_i.ac.: -:..v ;r..Kai.,{ 2s..t M-•....fi. _._i-t-.:....K,.i c t' r~ ,•-}.s.xx.r•..z..~ 17_- t k} pdi M # ###*#a # id'L; , ' } I1 F- I R r=- F:"F2 CJ TL=- C T" T ON OV C OM PU-rM:n C~Et=s = G N H 3 t w -tf- }i_ 3t iw s fix.. F: ifi #~frM-~1 -lF-t4•!N-ii- FFiI-iKt--M-#-1# 1- i~-1# mm. y'E- -'t-ia:--3=%_..-t~- ~t-;::.._~.;; .s-s y:; st 2±. -'=g.•'UF#~F^M-iE'.•it-^!!"!4'#4l--IaF'~~'-Fl..I14•'!!'•#.~. . , 4. all s+.:.'•'.„ a , r i . 3> ^ , •!F#~F'IF9F*#il•1F#iF•i►#•~1•it*1F###iF•iF###•M•###iF'1F####IF#•# C ONTRk,TOR NAFFS CONTRACTORS NAME R . JOHNSON BLDG .10W LOCATION 3489 SIBLEY MEI"IAL HGWY. SYSTEM NO. RACK "B" ~ " CONTRACT NO. S489 ~ M A G R E F. M E N T CITY OF EAGAN R. L. JOHNSON INVESTMENT COMPANY IMPROVEMENT PROJECT 11247 THIS AGREEMENT, dated this day of February, 1982, between the CITY OF EAGAN, Dakota County, Minnesota, called City, and R. L. JOHNSON INVESTMENT COM- PANY, INC. and R. L. JOHNSON, individually, called Johnson; WHEREAS, R. L. Johnson Investment Company and R. L. Johnson had agreed with the City of Eagan to install certain street improvements to Alexander Road ac- cording to agreement between the City and Johnson dated June 26, 1978, and in addition thereto, a performance bond was submitted by Johnson to the City dated June 26, 1978; and WHEREAS, subsequent hereto and on June 28, 1978, Johnson petitioned the City to install said improvements by letter dated June 28, 1978; and WHEREAS, the City of Eagan has now installed said improvements under Improve- ment Project $247 and has prepared an assessment roll in anticipation of assess- ing benefited land adjacent to said Alexander Road consisting of lots in R. L. Johnson 1st Addition and Eagan 13 Industrial Park; NOW, THEREFORE, for and in consideration of the mutual covenants herein con- tained, the parties agree as follows: 1. The City hereby agrees to assess Lot--1,_.BIock'-11 and.LOt 1;- Block-2 ;-R: L. JohnsocS_1st Addition, and Lots 1 and 2, Block 1, Eagan 13 Industrial Park, for all assessments relating to the Alexander Road Improvement Project #247 con- sisting of a total of $184,988.19 as follows: $10,799.08 per acre for each of the above described lots abutting on and adjacent to Alexander Road. 2. In the event that the owner or developer of Lots 1 or 2, Block 1, Sibley Terminal Industrial Park, applies for and acquires a building permit from the City of Eagan to construct a building substantially located on the northerly 228 feet of Lot 2, Block 1, Sibley Terminal Industrial Park at any time within ten (10) years from the date of the execution of this Agreement, then the City of Eagan agrees to assess either of said lots where such building permit is granted for street improvements to A_teyander. Road, provided, however, that the principal access to any such proposed building is from Alexander Road to the south. Such assessments shall be levied at the rate of $67.21 per front foot of frontage that each of said lots abuts on Alexander Road and is benefited thereby plus interest at the rate of eight (8%) percent per annum from the date of this Agreement with interest for the last year of said term to be prorated. The amounts of said payments, including interest, less a ten (10%) percent service charge paid to the City of Eagan for the assessment costs and all other neces- sarily related costs of said assessment shall be reimbursed to R. L. Johnson Investment Company or R. L. Johnson or its successors or assigns as designated by R. L. Johnson Investment Company and R. L. Johnson within sixty (60) days after receipt of payment of said assessment installment on an annual basis until all of said installments have been paid for such improvements and reimbursed to R. L. Johnson Investment Company, R. L. Johnson or their successors or assigns. 3. It is understood, however, that in the event that the City is unable or precluded from levying assessments by state or federal law including Judi- cial interpretation of such laws against Lots 1 or 2, Block 1, Sibley Terminal Industrial Park, at the time of the granting of such building permits or in the event that such owners or developers of said lots successfully challenge any special assessments by reason of state or federal law including judicial interpretation of such laws levied against such lots, then the City shall not be required to reimburse Johnson for any of the improvements assessed for Alexander Road as described above. It is understood that this paragraph con- templates the construction of buildings on the north of Lots 1 and/or Lot 2, Block 1, Sibley Terminal Industrial Park, and not on the higher ground at the south end of Lot 1 and/or Lot 2, each of which southerly locations has access to Terminal Drive. 4. It is understood and agreed that R. L. Johnson Investment Company and R. L. Johnson and any or all unknown owners of Lot 1, Block 1, and Lot 1, Block 2, R. L. Johnson 1st Addition, and Lots 1 and 2, Block 1, Eagan 13 Industrial Park hereby waive any and all objections to the proposed assessments for Alexander Road and shall waive any and all right to appeal said assessments against such streets. 5. It is further understood and agreed that improvements levied against the parcels described in paragraph 1 above shall be assessed and spread as follows: ALEXANDER ROAD - PROJECT 11247 15 years at 8% interest on unpaid balance New Assessment Total for 2/2/82 - Final Assessment Hearing--------$184,988.20 R. L. JOHNSON 1ST ADDITION Lot 1, Block 1 Area - 10.56 AC (61.6%,) - Amount: $113,952.73 Lot 1, Block 2 Area - 1.02 AC (6.0%) - Amount: $ 11,099.29 EAGAN-13 INDUSTRIAL PARK Lot 1, Block 1 Area - 2.64 AC (15.4%) - Amount: $ 28,488.18 Lot 2, Block 1 Area - 2.91 AC (17.0%) -_Amount: $ 31,447 99 TOTALS 17.13 AC (100.0%) $184,988.19 2 r 6. Johnson hereby states that R. L.Johnson Investment Company and/or R. L. Johnson are the sole owners of the lands described above that are subject of the assessments provided in this agreement namely Lot 1, Block 1, and Lot 1, Block 2, R. L. Johnson lst Addition and Lots 1 and 2, Block 1, Eagan 13 Industrial Park. 7. Upon the execution and implementation of the terms of this agreement the City will release the Letter of Credit submitted by Johnson pursuant to that certain Roadwork Agreement between R. L. Johnson Investment Company, Inc., and the City of Eagan dated June 26, 1978. WHEREFORE, the parties have attached their signatures on the date first above' written. CITY OF EACAN BY: a a . /iA L1 ~ /Beatta Blo quist, May ATTEST: ~aM OUV4Ua E. anOverbeke, City Clerk R. L. JOHNSON INVESTMENT COMPANY, INC. BY: Its: R. L. hnson STATE OF MINNESOTA ) COUNTY OF DAKOTA ) ss. On this /Zf4d'ay of+~- , 1982, before me a notary public within and for said County, personally appea d BEATTA BLOMQUIST and E. J. VANOVERBEKE to me personally -V who, being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of THE. CITY OF EAGAN, the municipality named in the foregoing instrument, and that the seal affixed to said instrument is the corporate seal of the said municipality, and that the said instrument was signed and sealed in behalf of said municipality by authority of its city council and said Mayor and Clerk acknowledged said instrument to be the free act and deed of said municipality. No y Public ■AnnnnnIAAAI~, vnnnns.nn.w,nrJwtne qP~" 1U01T11 CHAFFEE NOTARY PUBLIC-14INNESOTA STATE OF MINNESOTA ) COUNTY OF ss. DAKOTA cuuNiv ~ ) MY Ccmmission Expire, PAerch. 12, 1986 3 J ~v~ k WV~'t'JV'✓W"vvlJ V'v\'V hv'ti 1 On this /0~day of /-2 i3 Q(~B 1982, before me a notary public wl[Kin and for said County personally appeared R L. JOHNSON to me personally known, who, being duly sworn did say that he is the p12~5P of the corporation named in the foregoing instrument, and that the seal affixed to said instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by authority of its Board of Directors and said R.L. JOHNSON acknowledged said instrument the free act nd deed of the corporation. f(:cAhN G. ViTCHFLL-l _ F NOB„`'US;:C-htl ^iiY°SO (A j 'notary public r SMITH & PERSIAN ATTORNEYS AT LAW THE IVY TOWER 1115 SECOND AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55403 DONALD K. SMITH TELEPHONE 1612339-8733 ROCKFORD OFFICE GARY E. PERSIAN P. O. BOX 219 MALCOLM D. MACGREGOR 8016 MAIN STREET DENNIS E. DALEN ROCKFORD, MINNESOTA 55313 RANDY V. THOMPSON TELEPHONE (B12)411-6633 February 15, 1982 BY PERSONAL MESSENGER Paul H. Hauge & Associates, P.A. 3908 Sibley Memorial Highway Eagan, Minnesota 55122 Attention: Mr. Paul H. Hauge Re: City of Eagan - R. L. Johnson Investment Company, Inc. (Alexander Road) Dear Paul: Enclosed please find the two signed Agreements which you are authorized to present at the council meeting and hearing of February 16. We are not appearing at the hearing on the assumption that this Agreement will be accepted. If the Agreement is not accepted, I ask that the hearing be continued so that we may have an opportunity to make any objections we may have. If this arrangement is not agreeable, please contact me immediately. Very tru , DENNIS E. ALEN DED:ljm Enclosures September 11, 1986 Factory Mutual 3333 North Mayfair Road Milwaukee, Wisconsin 53222 Re: R. Johnson Bldg. 1083 Eagan, Minnesota Gentlemen: The following information is to help clarify the scope of work at the above named project. This is an existing building with three (3) existing sprinkler systems. The system is being upgraded to accommodate the new tenant "United Stationers". The new design criteria has been established by J. Kunz with Protection Mutual Insurance Company. Scope. 1. The roof systems will provide .36 GPM/Sq. Ft. over 2000 sq. ft. 2. Two (2) levels of in-rack sprinklers rated at 165°, 10'-0" on center. Calculate seven (7) heads per level, two (2) levels. Fourteen (14) heads total. 22 GPM per head. 3. One (1) level of intermediate sprinklers rated at 165°, 81-0" on center. Calculate eight (8) heads at 22 GPM per head. 4. Allow 500 GPM outside hgse. 5. Replace existing z", 1650 upright sprinkler heads with 286° upright sprinkler heads. 6. Install six (6) 1'" hose reels, with 150 ft. hose. HAYES CONTRACTORS INC. 1010 Currie Avenue N. Minneapolis, Minnesota 55403 (612) 332-9501 Factory Mutual Re: R. Johnson Bldg. 1083 September 11, 1986 Page 2 of 2 Drawing Description: Drawing #1 New overhead head system, lines spaced between existing branch lines, heads staggered. System to provide .23 GPM/Sq. Ft. over 2000 square feet. Drawing #2 Valve assembly revised. Drawing #3 Plan view showing supply piping for rack sprinklers and typical head locations for racks. Drawings #4 - #7 Detail drawings of rack sprinklers. Drawing #8 New office sprinkler system. Drawing #1 of #2 4 Existing system, designed to provide .13 GPM/sq. ft. over 2000 square feet. Sincerely, HAYe CONTRACTORS, INC. Fi ~Protection Division Doug Carlson, Design Engineer DC/sa #5428 cc: City of Eagan, Fire Marshal J. Kunz, Protection Mutual Insurance Co. R. Johnson Construction Co. ~N CONTRACTOR'S MATERIAL & TEST CERTIFICATE 10R ABOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractors representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. O PROPERTY NAME l2 N~SaJ 16f33 Cl (p PROPERTY ADDRESS ' ACCEPTED BY APPROVING AUTHORITY('S) NAMES ADDRESS PLANS [ INSTALLATION CONFORMS TO ACCEPTED PLANS K,YES ❑ NO EQUIPMENT USED IS APPROVED YES [:]NO IF NO, EXPLAIN DEVIATIONS EQU EC ;L NT BEE I INS. L FCAIRE AN DIMAIENTENANCE OF THIS NEW EGU,IPMENTION BYES ❑NO S TO OF CO:NRTSR N IV ALV ES AN D HAS IF NO, LAI N ES NO INSTRUCTIONS HA E E FA hD NFPA 33A BEEN LEFTION PRE ISES TIONS AND CARE AND MAINTENANCE CHARTS A IF NO, EXPLAIN LOCATION SUPPLIES SLOGS. A H OF SYSTEM 2 _ YEAR OF ORIFICE QUANTITY TEMPERATURE MAKE MODEL MANUFACTURE SIZE RATING 02 SPRINKLERS ~y • AYES ❑NO PIPE CONFORMS TO STANDARD _ YES ❑NO PIPE AND FITTINGS CONFORM TO STANDARD FITTINGS IF NO, EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PI P E ALARM TYPE MAKE MODEL MIN. SEC. VALVE - ~ OR FLOW o FWC INDICATOR - O.O.D. DRY VALVE MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME WATER ALARM TIME TO TRIP WATER AIR TRIP POINT BEACHED OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY PSI MIN. SEC. YES NO DRY YIPS MIN. SEC. PSI PSI OPERATING Without TEST O.O.D. Win Q.O.D. IF NO, EXPLAIN PRINTED IN THE U.S.A. FOR NATIONAL FIRE SPRINKLER ASSOCIATION, INC., P.O BOX 1000, PATTERSON, N.Y. 12563 (OVER) 65A QOaoI OPLRAT ION ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC - PIPING SUPERVISED DYES ❑NO DETECTING MEDIA SUPERVISED (AYES ❑NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS DYES ❑NO DELUGE $ IS THERE AN ACCESSIBLE FACT LITV IN EACH CIRCUIT, FOR TESTING IF NO, EXPLAIN PREACTION ❑ YES VALVES ❑ NO DOFS EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE YES NO YES NO MIN. SEC. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi 113.6 bars) for two hours or 50 Psi 13.4 bars) above static pressure in excess of 150 psi (102 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage All aboveground piping leakage shall be stopped. TEST FLUSHING Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION by rants and blow-offs. Flush at flows not less than 400 GPM (1514 L/min) for 4-Inch pipe, 600 GPM f2271 L/m,n) for 5-mch pipe, 750 GPM (2839 L/minl for 6-inch pipe, 1000 GPM (3785 L/mm) for 8-mch pipe, 1500 GPM 15678 L/m,n) for 10,nch pipe and 2000 GPM (7570 Limin) for 12-Inch Pipe. When supply cannot produce stipulated flow rates, obtain maximum available. P UMATIC* Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1. psi (0.1 bars) in 24 hours. Test pressure tan s at normal water level and air pressure and measure air pressure drop which shall not exceed 1-% psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY ST ATICA LLY TESTED ATz~b PSI FOR . HR$, IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED DYES ONO EQUIPMENT OPERATES PROPERLY DYES ❑NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TEST STATIC PRESSURE: PSI PSI Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO, 856 DYES ❑NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNOER- GROUND SPRINKLER PIPING DYES ❑NO BLANK TESTING 7THE LOCATIONS NUMBER REMOVED GASKETS -YES ❑NO IF YES... Y AS THE SPRINKLER C ONTRACTOR THAT WELDING PROCEDURES COMPLY rrp~II IREMENTS OF AT LEAST AWS 010.9, LEVELAR-3 YES ❑NO Y THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 YES ❑ NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF KYES ❑NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE DYES ❑NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS s NAME OF SPRINKLER CONT CTOR G TESTS WITNESSED BY SIGNATURES FOR OPE Y NER (SIGN TIT DATE VA-/ FO PRINKLER CONTRACTOR ( N ) TITLE DATE Z/ / l!l (o ADDITIONAL EXPLANATION AND NOTES 65A BACK OVEGROUND PIPING CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR B A PROCEDURE Upon completion of work, inspection and tests shall be made by the contractors representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally lewd the job. A certificate shall be filled out and signed by both representatives, Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. OA PROPERTY NAME n/sa 1 L rS 4, PROPERTY ADDRESS / 7-2-0 /ACCEPTED BY APPROVING AUTHORITY('S)NAMES ADDRESS /J PLANS ~f rr~~II YES ❑ NO INSTALLATION CONFORMS TO ACCEPTED PLANS IL+ EQUIPMENT USED IS APPROVED T~ YES ❑ NO IF NO, EXPLAIN DEVIATIONS IN GAND CARE AND MAINTENANCE OFT IS NEW EQUIPMENT ION I ate, YES ❑ NO HAS PERSON OF IF NO, CONTROL EXPLAIN VALVES INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS YES ❑NO AND NFPA 13A BEEN LEFT ON PREMISES IF NO, EXPLAIN LOCATION SUPPLIES SLOGS. sy OF SYSTEM Sy > YEAR OF ORIFICE QUANTITY TEMPERATURE MAKE MODEL MANUFACTURE SIZE RATING G7! SPRINKLERS PIPE CONFORMS TO STANDARD ]YES ❑NO YE$ ❑NO 2 PIPE AND FITTINGS CONFORM TO 1-3 STANDARD FITTINGS IF NO, EXPLAIN ALARM DEVICE - MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM TYPE MAKE MODEL MIN. SEC. VALVE OR FLOW INDICATOR DRY VALVE O.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME WATER ALARM TIME TO TRIP WATER AIR TRIP POINT REACHED OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE TESTOUTLET PROPERLY DRY PIPE MIN. SEC. PSI PSI PSI MIN. SEC. YES NO . OPERATING Without TEST O O.D. With O,O.D. IF NO, EXPLAIN BSA BOW) PRINTED IN THE U.S.A. FOR NATIONAL FIRE SPRINKLER ASSOCIATION, INC., P.O. BOX 1000. PATTERSON. NY. 12563 (OVER) OPCRATION DPNEUMATIC ❑ELECTfl IC ❑HYDRAULIC - PIPING SUPERVISED DYES DNO DETECTINGMEDIASUPERVISED 11YES ONO DOES VALVE OPERATE FROM THE MANUAL TRIP U NO REMOTE CONTROL STATIONS DYES ❑NO DELUGE & 15 THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT. FOR TESTING IF NO, EXPLAIN PREACTION VALVES DYES ❑NO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE YES NO YES NO MIN. SEC. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 pR 113.6 ban) for two hours or Sops, 13.4 bars) above static pressure ,n excess of 150 psi (10.2 ban) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground Piping leakage shall be stopped. TEST FLUSHING Flow the required rate untd water 1s clear as indicated by no collection of foreign maternal in burlap bags at outlets such as DESCRIPTION by rants and blowoffs. Flush at flows not less than 400 GPM 11514 L/mm) for 4-inch pipe, 600 GPM (2271 I-/min) for 5-inch pipe, 750 GPM 12839 L/min) for 6-inch pipe, 1000 GPM (3785 L/mm) for 8-inch pipe, 1500 GPM (5678 L/mm) for 10-inch pipe and 2000 GPM (7570 L/min) for 12-inch pipe When supply cannot produce stipulated flow rates, obtain maximum available. PNEE IIIAT11C: Establish 40 psi 12.7 bars) au pressure and measure drop which shall not exceed 1-Y. psr (0.1 ban) in 24 hours. Test pressure tan s at normal water level and air pressure and measure a., pressure drop which shall not exceed I.% psi (0.1 bars) in 24 hours. FORAINREADING HV DROSTATICA LLV TESTED AT PSI FOR HRS. IF NO, STATE REASON PNEUMATICALLY TESTED DYES ❑ NO OPERATES PROPERLY DYES ❑NO OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TIC PRESSURE: PSI round mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO, 858 DYES ONO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING DYES ❑NO BLANK TESTING NUM ER USED LOCATIONS NVMBER REMOVED GASKETS WELDED PIPING 64:_YES ❑NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY ~~~•••III WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 _C,U YES ❑ NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 YES ONO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF yS,Ly ES ❑ NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE DYES ❑NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CO NT CTOR x. TESTS WITNESSED BY (SIGNATURES FOR PERT OWN R (SIGNED) TlTrtrF GATE AT z b FOR RINKL CO TRACTOR (SIGN I TITLE DATE / r ®•r.~aa~1 L/ ~ib ADDITIONAL EXPLANATION AND NOTES a5A BACK CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR BOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE PROPERTY ADDRESS ACCEPTED BY APPROVING AUTHORITY('S) NAMES / Z [lTlJ ~ ~s ADDRESS q PLANS n~ INSTALLATION CONFORMS TO ACCEPTED PLANS YES ❑ NO EQUIPMENT USED IS APPROVED YES ONO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION LIT YES ONO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS [&YE$ NO AND NFPA 13q BEEN LEFT ON PREMISES IF NO, EXPLAIN LOCATION SUPPLIES B' OGS.~ OF SYSTEM MAKE MODEL' YEAR OF N%FICE QUANTITY TEMPERATU NGRE RAT MANUFACTURE SPRINKLERS PIPE CONFORMS TO /3 STANDARD YES ❑NO PIPE AND FITTINGS CONFORM TO /Vfi/3 STANDARD - YES ❑NO FITTINGS IF NO, EXPLAIN ALARM DEVICE MAXIMUMTIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW SlAtJE O INDICATOR DRY VALVE O.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME WATER ALARM TIME TO TRIP WATER AIR TRIP POINT REACHED OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE TESTOUTLET PROPERLY DRY PIPE MIN. SEC. PSI PSI PSI MIN. SEC. YES NO OPERATING TEST Without Q.O.D. With Q.O.D. IF NO, EXPLAIN (OVER) 8000) PRINTED IN THE U.S.A FOR NATIONAL FIRE SPRINKLER ASSOCIATION, INC., P.O. 00X 1000, PATTERSON, N.Y. 12563 OPERATION ❑PNEUMATIC ❑ELECTRIC ❑HV DRAULIC PIPING SUPERVISED ❑YES ❑NO DETECTING MEDIA SUPERVISED DYES ❑NO DOES VALVE OVERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS ❑YES ONO DELUGE & IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN PREACTION ❑ YES ❑ NO VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE YES NO YES NO MIN. SEC. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3A bars) above static pressure in excess of 150 psi (10.2 bars) for two hours. Di I I erential dry -pipe valve clappers Shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. TEST FLUSHING: Flow the reawred rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION by rants and blowaffs. Flush at flows not less than 400 GPM 11514 L/min) for 4-inch pipe, 600 GPM (2271 L/min) for 5-inch pipe, 750 GPM (2839 L/mm) for 6-inch pipe, 1000 GPM 13785 L/min) for 8-mch pipe, 1500 GPM (5678 L/mm) for 10-inch pipe and 2000 GPM (7570 L/min) for 12-inch pipe. When supply cannot produce stipulated flow rates, obtain maximum available. P EUMATIC: Establish 40 psi 12.7 bars) air pressure and measure drop which shall not exceed 1-S psi 10.1 bars) in 24 hours. Test pressure tan s at normal water level and air pressure and measure air pressure drop which shall not exceed 1-% psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑ YES ❑ NO EQUIPMENT OPERATES PROPERLY ❑YES ❑NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TEST STATIC PRESSURE: PSI PSI Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO. 858 ❑YES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING ❑YES . ❑NO BLANK TESTING NUM ER USED LOCATIONS NUMBER REMOVED GASKETS 6W WELOEO PIPING ' -YES ❑NO IF YES DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY pppp~~~~ WITH THE REQUIREMENTS OF AT LEAST AWS D30.9, LEVEL AR-3 -LyIYES ❑NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN K ES COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9. LEVEL AR-3 \Y ES [:1 NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF YES ❑NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE ❑YES ❑NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS e NAME OF SPRINKLER CONT CTOR G TESTS WITNESSED BY SIGNATURES F ROPE Y O ER (SIGN E TITLE ` DATE/~ O PRINKLER CONTRACTOTITLE r DATE' ADDITIONAL EXPLANATION AND NOTES 85A BACK CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR BOVEGROUND PIPING PROCEDURE Upon COmpLW on of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shalllibe corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owners representative's signature In no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE ~oNnlSo,~ B~~ti /D S~ D /-Sic PROPERTY ADDRESS / `((~,/`J „~f:a ~tU ACCEPTED BY APPROVING AUTHORITY('S) NAMES Fc7az y ~r-wrc. ~ ADDRESS ~ / PLANS N INSTALLATION CONFORMS TO ACCEPTED PLANS ~VES ~ NO . EQUIPMENT USED IS APPROVED ELYES ~ NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION Dom! YES ONO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS ~YE$ NO AND NFPA 13A BEEN LEFT ON PREMISES IF NO, EXPLAIN ' LOCATION SUPPLIES SLOGS. OF SYSTEM .Z6' YEAR OF ORIFICE QUANTITY TEMPERATURE MAKE MODEL MANUFACTURE SIZE RATING SPRINKLERS PIPE CONFORMS TO ~/~QQ~Jq -/3 STANDARD ES ❑ NO PIPE AND FITTINGS CONFORM TO L~/lf STANDARD YES O NO FITTINGS IF NO, EXPLAIN ,I ALARM DEVICE MAXIMUM TIME TOOPERATE THROUGH TESTPIPE ALARM' TYPE MAKE MODEL MIN. SEC. VALVE OR FLOW VATS - 1= Csl 'INDICATOR _ DRY VALVE O.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME WATER ALARM TIME TO TRIP WATER AIR TRIP POINT REACHED OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY DRY PIPE MIN, SEC, PSI PSI PSI MIN. SEC. YES NO OPERATING TEST Without Q.O.D. with Q.O.D. IF NO, EXPLAIN 65A pOW) PRINTED IN THE U.S.A FOR NATIONAL. FIRE SPRINKLER ASSOCIATION, INC.. P.O. BOX 1000, PATTE RSON, N.y. 12563 (OVER) OPERATION ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC PIPING -SUPERVISED ❑YES ❑NO DETECTINGMEDIA SUPERVISED nYES ❑NO DOES VALVE OPERATEFROM THE MANUAL TRIP AND/DR REMOTE CONTROL STATIONS ❑YES ❑NO DELUGE & IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN PREACTION ❑ YES ❑ NO VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL. SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE VES NO YES NO MIN, SEC. HYDROSTATIC Hydrostatic tests shall be made at not less than 200 psi 113.6 bars) for two hours or 50 psi (3.4 bard above static pressure in excess of 150 Ps, (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during lest to prevent damage. All aboveground piping leakage shall be stopped. TEST FLUSHING Flow the retu,red rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION hqrants and blowoffs. Flush at flows not less than 400 GPM 11514 L/mm) for 4-inch pipe, 600 GPM (2271 L/mm) for 5-inch pipe, 750 GPM 12839 L/min) for 6-inch pipe, 1000 GPM 13785 L/min) for 8-inch pipe, 1500 GPM (5678 Llm,n) for 10.,nch Pipe and 2000 GPM 17570 L/m,n I for 12-inch pipe When supply cannot produce stipulated flow rates, obtain maximum available. P LUNATIC Establish 40 Ds, (2.7 bars) air pressure and measure drop which shall not exceed 1-'h Ps, (0.1 barsl in 24 hours. Test pressure tan s at normal water level and air pressure and measure air pressure drop which shall not exceed 1.1/, psi 10.1 bars) In 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT / PSI FOR HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑YES ❑NO EQUIPMENT OPERATES PROPERLY ❑YES ❑NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TEST STATIC PRESSURE: PSI PSI Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO. 858 ❑YES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING ❑YES ❑NO BLANK TESTING NUMB ER USED LOCATIONS NUMBER REMOVED GASKETS WELDED PIPING 'AYES ❑NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY rrC~~~III WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 _I YES E] NO OD YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 9 *YES ❑ NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THATTHE INTERNAL DIAMETERS OF WYES ❑ NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE ❑YES ONO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONT CTOR G TESTS WITNESSED BY ae. / (SIGNATURES FOR PER O ER (SIGNED) TIT DAT//E L LE /L F PRINKLER CONTRACTOR (SIG O) TITLE DAT ADDITIONAL EXPLANATION AND NOTES 85A BACK All, OVEGROUND PIPING CONTRACTOR'S MATERIAL &TEST CERTIFICATE FOR B A PROCEDURE Upon completion of work, inspenion and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving au3horav's requirements or local ordinances. DAT PROPERTY NAME /Q PROPERTY Jotyvs i B~ /6 PROPERTY ADDRESS I I•Q (I...(6-1-1 ~1~' l _ T7L G1~'I- .~.-J ACCEPTED By APPROVING AUTH RITY('S) NAMES ..r L ADDRESS n / PLANS /`7N YES ❑NO INSTALLATION CONFORMS TO ACCEPTED PLANS ~ EQUIPMENT USED IS APPROVED KYES ONO IF NO. EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION EkYES ONO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT IF NO, INSTRUCTIONS YES ❑ NO HAVE COPIES OF APPROPRIATE INSTRUCTIONS ANO CARE AND MAINTENANCE CHARTS AND NFPA 33A BEEN LEFT ON PREMISES IF NO, EXPLAIN LOCATION SUPPLIES LDGS. OF SYSTEM 5t7 _ f /e~ YEAR OF ORIFICE QUANTITY TEMPERATURE ;MAKE MODEL MANUFACTURE SIZE RATING r s a SPRINKLERS !r p- 76 [AYES ONO PIP£ CONFORMS TO 13 STANDARD ~ YES ❑ NO PIPE AND FITTINGS CONFORM TO AlF.,o STANDARD FITTINGS IF NO. EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM TYPE MAKE MODEL MIN. SEC. VALVE OR FLOW INDICATOR 1. J DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME WATER ALARM TIME TO TRIP WATER AIR TR IP POINT ESTOUTLET OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE T PROPERLY PSI IN. SEC. YES NO DRY PIPE MIN. SEC. PSI P51 OPERATING TEST Without Q.O.D. With Q.O.D. IF NO, EXPLAIN BSA CoaO) PRINTED IN THE U.S A. POR NATIONAL FIRE SPRINKLER ASSOCIAIION, INC., P.O. BOX 1000, PATTERSON, N.Y. 12563 (OVER) OPERATION ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC - PIPING SUPERVISED ❑YES ❑NO DETECTING MEDIA SUPERVISED OYES ❑NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS ❑YES ❑NO DELUGE $ IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR.TESTING IF NO, EXPLAIN PREACTION ❑YES ❑NO VALVES DOES EACH CIRCUI OPERATE OPDOES EACH CMCU IT ERATE MAXIMUM TIME 10 Sl1PERVISION LOSS ALARM Ot}RATE VALVE VALVE RELEASE OPERATE RELEASE MAKE MODEL ALARM YES NO VCS NO MIN. SEC. HYOROSTATIC: Hydrostatic tests shall be made at not less than 200 Psi 03.6 bars) for two hours or Sops, (3A bars) above static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage, All aboveground Piping leakage shall be stopped. TEST FLUSHING Row the renwred rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION by ramnd blow~offs, Flush at flows not less than 400 GPM (1514 L/mm) for 4-inch pipe, 600 GPM (2271 L/mm) for 5-mch pipe, 750 GPM (2839 L/min) for 6-mch pipe, 1000 GPM (3785 L/mm) for 8-inch pipe, 1500 GPM 15678 L/mm) for 10-mch Pipe and 2000 GPM 17570 L/mm) for 12-mch pipe When supply cannot produce stipulated flow rates, obtain maximum available. PNEUMATIC. Establish 40 psi (2.7 bars) au pressure and measure drop which shall not exceed 1-h psi (0.1 bars) In 24 hours. Test pressure tan sat normal water level and au Pressure and measure air pressure drop which shall not exceed 1-'/, psi (0.1 bars) In 24 hours- ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR _ HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑YES ❑NO EQUIPMENT OPERATES PROPERLY ❑YES ❑NO DRAIN R EA DING OF GAGE LOfATFD NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TEST STATIC PRESSURE: PSI PSI Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO. 85B ❑YES ❑NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING ❑YES ❑NO MANKTESTING NUM ER USED LOCATIONS NUMBER REMOVED GASKETS OA1Csr-_ WELDED PIPING -c-YES ❑N0 IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS DIG-9, LEVEL AR-3 -MYES ❑NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 94YES ❑ NO 00 YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF YES ❑ NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE ❑YES ❑NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONT CTOR G TESTS WITNESSED BY ISIGNATURES F PRO ERT OWNER (SIGNED TITP DATE FOR PRINKLER CONTRACTOR (SI ) TITLE DATE /a Li 86 ADDITIONAL EXPLANATION AND NOTES BSA BACK Ap -5t> NEW ADm-c-SS AL-E;eAF4C (Z -2Q. - - - - ~12 &""*t 1986 BUILDING PERMIT APPLICATION -CITY OF SAGAN NOTE: ALL CONTRACTORS MUST BE LICENSED WITH THE CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT.9 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF-SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND 9 A To Be Used For: L?e&jakA&, L74y[KM-r&l tion: Date: Site Address -i_S1EA~t ------OFF USE ONLY 1 -L1tW1Fiklq Lot ( Block L_ Erect Occupancy bZ Remodel Zoning Parcel/Sub JaN- . 50µ ht ADa " Repair Type of Const'~ Addition R of Stories Owner jo M4'aA.I LI MtTM~tT 6e Move Length Demolish Depth Address 7~6 C7EG4 CIJCr ~vU yCE# l07 Int.Impr. Sq Ft Install _ City/Zip Code 45PL VEnl VA!:N:E 55427 Phone 5 41-lR-D APPROVALS FEES Contractor O UVBrS Assessments Permit Water/Sewer Surcharge 01. Address 70l b ,_GAT~k_j tjj=-l (L7-1 Police Plan Review , 1075 Fire SAC City/Zip Code ZloyDlz~1 VAIdaE.Y :47-1 Engr Water Conn v Planner Water Meter Phone S~11- lC `I C> Council Road Unit D<4Yr- 44x-4 Bldg Off Treatment Pl Arch./Engr. (z,u, joNMha l Twygstt &UT APC Parks Variance Copies Address `16l MzATUe 5u111:.!t67 TOTAL / City/Zip Code /jC?t y9 4 A1,LEYT 554Z~ Phone S r54 L- 117c> NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. M E M O R A N D U M TO: TOM HEDGES, CITY ADMINISTRATOR FROM: JIM STURM, CITY PLANNER DATE: OCTOBER 15, 1990 RE: R.L. JOHNSON CODE VIOLATION UPDATE On June 15, 1990 David Constable of R.L. Johnson was cited for a fence height violation and failure to obtain a Conditional Use Permit. His attorney entered , a "not guilty" plea at the Arraignment. A Pretrial has been now scheduled for October 24 at 1:30 p.m. A Pretrial Conference is an opportunity for the attorneys to discuss the case and resolve it, if possible. It is not necessary that anyone from the City appear at this meeting. Since the City made every attempt to resolve the problems prior to litigation, I do not feel it would be appropriate to negotiate any further. Throughout the process, we suggested that R.L. Johnson obtain a Conditional Use Permit for the outside storage with the fence preferably in another location not so visible. If a "not guilty" plea is not entered by Mr. Constable at the Pretrial Hearing, the matter will then be scheduled for a jury trial that he requested in Hastings. Please contact me with any questions or concerns so I can forward them to Joe Earley who is handling the matter. City Planner JS/j s 0 SUBJECT: CONDITIONAL USE PERMTT • APPLICANT: R. L. JOHNSON INVESTMENT CO LOCATION: LOT 1, BLOCK 1, R.L. JOHNSON 2ND ADDITION EXISTING ZONING: Ll (LIGHT INDUSTRIAL) DATE OF PUBLIC HEARING: DECEMBER 20, 1990 DATE OF REPORT: DECEMBER 11, 1990 COMPILED BY. COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted by R. L. Johnson Investment Company requesting a Conditional Use Permit to allow outdoor storage of motor vehicles on Lot 1, Block 1, R. L. Johnson 2nd Addition. BACKGROUND: R.L. Johnson Investment Company has leased a portion of the office building, Yankee Place, to the United States Army. R. L. Johnson claims that a portion of their Lease Agreement called for a secured outdoor storage area for motorized vehicles. Last fall, an approximately 8' tall fence was erected. The applicant was made aware that • a Conditional Use Permit is necessary. Since the Conditional Use Permit application was not submitted by R.L. Johnson, the City was forced to issue a citation for the violation of the Zoning Code. The litigation process has begun and the applicant is requesting a jury trial. COMMENTS: The 78' x 175' (13,650 sq. ft.) fenced in area is located on the northwest corner of the site near the intersection of Yankee Doodle Road and Yankee Drive in the existing parking lot. The erection of the fence removed 48 parking spaces from the overall parking lot. City Code allows a maximum height of 6' in this district. The fence closes off the 24' wide drive aisle in the northwest comer of the site, thus not allowing traffic to flow in the manner approved with the original building plan submission. Throughout this process, staff has suggested other locations within this site for the outdoor storage area and they have been unacceptable to the applicant. Staff was, and is, concerned with the visual appearance of the outdoor storage area in such a visible location, as well as impaired internal vehicular circulation. If approved, this Conditional Use Permit shall be subject to: 1. The fence shall have a maximum 6' height unless a Special Permit is granted by the City Council. 1 FINANCIAL OBLIGATION - Lot 1 Block 1 R.L. Johnson 2nd Addition 17-CU-20-11-90 • Based upon the study of the financial obligations collected in the past and the uses proposed for the property, the following charges are proposed. The charges are computed using the City's existing fee schedule and connections proposed to be made to the City's utility system based on the submitted plans. Improvement Project Use Rate Quantity Amount None $0 w.nwvll ~ lg2 sw t a E . w v ccHr .rR e aTN[Wr STREET MAP Nw: NE 1IC a NW 0o S~'~3 p, Nev[ ~~~-'~-+p 9~Y UNE NOPKS L-PARK N~- It_SE11lpSAi-I SW SN NU r Y '~I t k ~i `~.v A n I a etu+sc - ~R-4 i ZONING MAP Rix ~5• , • 't v ~?idq i ' R=1 - _ .a • V A- A M.i, F• D J ,i Y' COMP GUIDE PLAN MAP Ind r, •.a.o L~ I D-III S sx R.L.I JOHNSON IN1rESTMENT CO. YANKEE'. PLACE EncM, _nntsosA . k. - LGUreaaoav■ 11KI 111111[11111111 a~ I I 1 L' M711 U, I i p ;ij, till. a _ I ~ I ~ ~ I Qe g. • y~ ` r 4 - I 1{ - Qr ~ r tt• 4''~ I - 1 _ M ' - - NOTE SITE " „J. R-' . _ - . - ° >ql.,'~x • - ' ..;-,r':r PLAN - city of eagan MEMO TO: DIANE DOWNS FROM: ED KIRSCHT DATE: OCTOBER 24, 1994 SUBJECT: STREETLIGHT ENERGY COSTS FOR LOT 1, BLOCK 1, UNITED STATIONERS, LOCATED AT 1720 ALEXANDER RD This memo is to inform your department to begin to invoice the energy costs for two 250- watt streetlights at the 1994 individual light rate of $43.00 per light per quarter. ($43x2 = $86.00 per quarter) to United Stationers located at 1720 Alexander Road. The City is currently being billed by Northern States Power for the energy streetlighting cost for the two 250-watt streetlights. Senior n ' eering Teich EK/O cc: Mike Foertsch, Assistant City Engineer '.Jn I e_q S~°a~ione~s 4O / 61dcA CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor, It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME C DATE LkhlleD 6MTIO,Je:M,5 L~ iTiDrJ~ PROPERTY ADDRESS 172.0 ACCEPTED BY APPROVING AUT ORITY('S)NA~M rES ~rnp_ l~i.rT7/ss-Cr C,.~ i OF a t1 ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS ~Y ES ~ NO EQUIPMENT USED IS APPROVED KY ❑NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION ®YES [:)NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS WYES• [:]NO AND NFPA 13A BEEN LEFT ON PREMISES IF NO, EXPLAIN LOCATION SUPPLIES SLOGS. OF SYSTEM # MAKE ` /J L- MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE MANUFACTURE SIZE RATING n n SPRINKLERS _ / ~ ~r SSF2 / f -7 ea PIPE CONFORMS TO 13 STANDARD YES [_-]NO PIPE AND FITTINGS CONFORM TO *diciO413 STANDARD RYES EDNO FITTINGS IF NO, EXPLAIN ALARM DEVICE MAXIMUMTIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR A_ I DRY VALVE Q.D.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. ME WATE TIME TO TRIP WATER AIR TRIP POINT TIR ALARM THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE REEACHACHEEDD OPERATED TEST OUTLET PROPERLY DRY PIPE MIN, SEC. PSI PSI PSI MIN, SEC. YES NO OPERATING TEST Without O.O.D. With Q.O.D. IF NO, EXPLAIN aan nr.u~l .,.,.r~...., +..c c . cr,o anTinnini noo coouim eo ncenninrina loin o n anv ~nnn oerre Deno u v »sea (OVER) OPERATION ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC PIPING SUPERVISED DYES ONO DETECTING MEDIA SUPERVISED 0YES ❑ NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS ❑ YES ❑ NO DELUGE & IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN PREACTION ❑ YES ❑ NO VALVES MME EACH CIRCUIT OPERATE ODES EACH CIRCUIT MAXIMUM TIME MAKE MODEL RVISION L065 ALARM OPERATE VALVE RELEASE OPERATE RELEASE SE YES NO YES NO MIN. SEC. [hY DROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static sure In excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. aboveground piping leakage shall be stopped. TEST USH ING: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION rants and blo w-offs. Flush at flows not less than 400 GPM (1514 L/min) for 4-Inch pipe, 600 GPM (2271 L/min) for 5-inch pipe, 750 GPM (2839 L/mm) for 6-Inch pipe, 1000 GPM (3785 L/min) for 8-inch pipe, 1500 GPM (5678 L/min) for 10-inch pipe and 2000 GPM 17570 L/min) for 12-inch pipe. When supply cannot produce stipulated flow rates, obtain maximum available. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-'h psi (0.1 bars) In 24 hours, Test pressure tan sat normal water level and air pressure and measure air pressure drop which shall not exceed 1=/, psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR _ - HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED DYES ONO EQUIPMENT OPERATES PROPERLY DYES ONO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TEST STATIC PRESSURE: PSI PSI Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO. 85B DYES ❑No OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER. GROUND SPRINKLER PIPING RYES ❑NO BLANKTESTING FWELDEO USED LOCATIONS NUMBER REMOVED GASKETS PIPING AYES NO IF YES... CERTIFY AS THE SPRINKLER CON TRACTOR THAT WELDING PROCEDURES COMPLY E R EQUI R EMENTS OF AT LEAST AWS 010.9, LEVEL AR-3 ❑NO CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN W YES COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 )2S7YES ❑ NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF )<YES ❑ NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA ~~y( NAMEPLATE ~e]lYES ❑ NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR TESTS WITNESSED BY SIGNAT ES OR R E TY OWN IGNED) / I );)@ . a FO RI LE C T ACTOR~(S IG ED) ITLE DATE I ADDITIONAL EXPL ATION,gND N E a5A BACK CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME D ()J!JiT~o ~TJITrocs~,2S X1994 .~AOiro~ PROPERTY ADDRESS 7z Z7 o- ,Qo_ ~4 IL1 n/J ACCEPTED BY APPROVING AUTHORITY(PS) NAMES c Ors ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES ONO EQUIPMENT USED IS APPROVED RYES ONO I F NO, EXPLAIN DEVIATIONS f° HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION 3<YES ❑ NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS YES, ~ NO AND NFPA 13A BEEN LEFT ON PREMISES IF NO, EXPLAIN LOCATION SUPPLIES SLOGS. OF SYSTEM <..ST 7 .JJZ~'' YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY RATING SPRINKLERS PIPE CONFORMS TO STANDARD )CYES ❑ NO PIPE AND FITTINGS CONFORM TO AACRW 13 STANOARO J-1 - ES ONO FITTINGS IF NO, EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM TYPE MAKE MODEL MIN. SEC. VALVE OR FLOW INDICATOR DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP WATER AIR TRIP POINT R TEACHEER ALARM THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE REACHED OPERATED TEST OUTLET PROPERLY DRY PIPE MIN. SEC. PSI PSI PSI MIN. SEC. YES NO OPERATING TEST Without Q.O.D. With O.O.D. IF NO, EXPLAIN OPERATION ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC PIPING SUPERVISED ❑YES ❑NO D ETECTING MEDIA SUPERVISED YES ❑NO DOES VALVE OPERATE FROM THE MANUAL TRIP ANO/OR REMOTE CONTROL STATIONS ❑YES ❑NO DELUGE & IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN PREACTION ❑YES ❑NO VALVES SE OOFS EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME 5E MAKE MODEL SUPERVLSION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE VES NO VES NO MIN. SEC. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. TEST FLUSHING: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION by ra-d' nts and blow-offs. Flush at flows not less than 400 GPM (1514 L/min) for 4-inch pipe, 600 GPM (2271 L/min) for 5-inch pipe, 750 GPM (2839 L/min) for 6-inch pipe, 1000 GPM (3785 L/min) for 8-inch pipe, 1500 GPM (5678 L/min) for 10-inch pipe and 2000 GPM 17570 L/min) for 12-inch pipe. When supply cannot produce stipulated flow rates, obtain maximum available. PNE MATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-'h psi 10.1 bars) in 24 hours. Test pressure tan s at normal water level and air pressure ~an~d,measure air pressure drop which shall not exceed 1-% psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT sG apSI FOR HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑ YES ❑ NO EQUIPMENT OPERATES PROPERLY ❑ YES ❑ NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TEST STATIC PRESSURE: PSI PSI Underground mains and lead in connections ~to-~ (system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO. 858 P~2YES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING NEYES ❑ NO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS 62 1 WELDED PIPING YES ❑NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3 ES ❑ NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3 XLYES ❑ NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL D15CS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF 12 YES ❑ NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA NAMEPLATE YES ❑ NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR E .C :7A-TE fi 2c ~.GorEG i ~o . TESTS WITNESSED BY PRO E PE#R~~IGD) TIT 0 SIGNATURES 3-9 FO SP IN 7/N E 01/ TITLE D TE ADDITIONAL EX PL ATION AND NO ES~ _ 85A BACK CITY or EAGAN CASHIER':: KH TERMINAL N0: 103 DATE: 09!21/94 TIME H00% ID. NAMf : WESTERN STATES FIRE PROTECTION 370 9220 3/41 FARE MTR 150.00 Total Receipt Amount: 150.00 CRO32 236 USER ID: KAREN (~/y4 F i~ LC, i tr s/~ 9-ate -9 Serial # /7/ Chip # V Permit # j7fs ~P Address: 1-7aQ ter, R~ 1 AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES Signature: Serial # n C q 3E Chip # Permit` 02 yS8 b' "Address: 1 AGREE T C PLY w OF EAGAN OFII C Signature: l IJ~Lo ~/lL - - - CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE -aa 19 xuMD , rnw AMOUNT r 6 V DOUANS • .oo 0 CASH J[I CHECK .5g~r 5~ D OBJECT AMOUNT Thank You BY C 23106 PIMI ay+ Capp Yelbw-pos" COPY Pirk~'ie Copy SPECIAL INSPECTION AND TESTING SCHEDULE (To be used in accordance with the `Guidelines for Special Inspection and Testing") PROJECTNAME 1)1-1VTE-D STAIlON1E~'S ;~D1D1Tiai`f PROJECT NO. LOCATION I:N p ACT--7~0p-- p~/lrn (1 ) t~Arll_j mm, PERMIT NO. SPECIAL INSPECTION SCHEDULE 12 cation c Type of Report Assigned n lArticle Description 2 S F e enc Firm 4 l9 f !7) ILQ T PrPAW-i #41,114 Ftr~aD iC 1 G~~O 1.6C? 11.L ~ a!F ~ ~ THAW TESTING SCHEDULE Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time to be filled out when applying for a building permit. (1) Permit No. to be provided by the Building Official. (2) Use descriptions per U.B.C. Section 306. (3) Special Inspector, Testing Agent or Fabricator. (4) Firm contracted to perform services. ACRNowLEDGENENTS Each appropriate representative must sign below: Owner: xz Firm: !JhA00D -jr$Tt"VVS Date: Contractor Firm: ~P, b • JD f4/20M liD. Date: Architect. Firm: le, A 1r~C Date: : U 9 SER: Firm: t5tr o f~-n n Date: -~j- • SI: Firm: U:61JW ff.)Date: •SIs (J (J Q Firm: Date: TA: Firm: Date: TA: Firm: Date: F: Firm: Date: F: Firm: Date: • The individual names of all prospective special inspectors and the work they intend to observe must be identified on the reverse side of this form. Legend: SER Structural Engineer of Record SI Special Inspector TA = Testing Agent F Fabricator Accepted for the Building Department By Date: RELEASE OF HOLD Project Name/Number/Location: ~ JaTeli.~ a~ Legal description: L B Sec/Sub Parcel P 20 0.Qa~(my~dl K~ Reason for hold: Release hold on: Issuance of building permit Certificate of Occupancy Other (please explain) %J V~:nL 6- 7- g4 Sig ture of Person Rel sing Hold /Date Reviewed by Michael Foertsch /Date RELHOLD.FH LTS#S z9Q Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101-1633 612 222-8423 June 1, 1994 Mr. Dale Schoeppner Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metronolitan Waste Control Commission determined SAC for the United Stationers Addition to be located at 1720 Alexander Rd. within the City of Eagan. This project should be charged 8 SAC Units, as determined below. The commission understands that neither industrial waste nor cooling water will be discharged to the Metropolitan Disposal System. SAC Units Charges: Manufacturing 56000 sq. ft. @ 7000 sq. ft./SAC Unit 8.00 Before industrial waste or cooling water is discharged to the Metropolitan Disposal System, the Metropolitan Waste Control Commission must be notified, and the SAC assignment reviewed. If you have any questions, call Jodi Edwards at 229-2113. Sincerely, 'J,4 (*)Rog W. Janzil Planner RWJ:JLE 94060155 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Chuck Youngquist, R.L. Johnson Company Equal OpportunltylAMirmative Action Employer io REQUEST FOR HOLD Project Name/Number/Location: 5 +ck, -1 G yN e rs Legal description: L B Sec/Sub parcel I? 2.0 I ex Q, e~ R Reason for hold: Place hold on: K Issuance of building permit Certificate of Occupancy Other (please explain) 4-o Re Qi 42 c, Y\-5 57- 74 Signature of Person Req sting Hold Date LLO ~~LZ24 eviewe Michael oertsch / /Dat If approved, this "hold° will remain in effect for fifteen working days. Upon expiration, the hold may be renewed for additional fifteen-day periods. REgxoaa.FX LTS02 2 M E M O R A N D O H TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR 4 RICH BRASCH, WATER RESOURCES COORDINATOR FROM: DOUG RE/ID, CHIEF BUILDING OFFICIAL DATE: ~i Z ~7 Y RE: PLAN REVIEW The , preliminary 1 construction plans for A /I Ily~i~'LAC T^a~IOhttS AdQ~%fia~~•~1n20 hl AnA R are in our plan review section for your review and comment. Please return this form to Dale Schosppner with your signed comments and the date of review. riWOUPC"""t6 fstilff U11"! 0. is wiif% i 3v Y yz_W' i0. Pons3 erQa"` at r' pp ;cY ' If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. Thank-you. COMMENTS: L rr ~ 4,e V, O~/_ -``G /J e /P~o o Xqr 7eO:4, 1 ~ jdG jr'Y6 y J<~Je.~ W h t C !7 w l~ d? C o 474 T2,b;G i r a- " nt&J ' Co h,i[oAOr( 4 Ila- ~'x/r~y fr✓b'& Signature Date v M E M O R A M D U M TO: JIM STURM, CITY PLANNER' PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: P 2 / RE: PLAN REVIEW The _prelimiinary 1 construction plans for ) A ~y VI9%~C~C T'0.1IOhC/C O~[~%frpw+• 1220 Ii1C Apdt/ Rk are in our plan review section for your review 'and comment. Please return this form to Dale SchoeppnerM with your signed comments and the date of review. Vifllu Q;; u i g> .ii Yi4 If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. Thank-you. COMMENTS t I' 1.1 l r i Signature Date ESTIMATE OF QUANTITIES L//J/~7CJ1/ UNITED STATIONERS ENGINEERING EAGAN MN CONSTRUCTION -COMPUTERS - CAD BY: R. HEID 6/20194 BLOCK GRID LGTH AVER SQ FT BLOCK DIST GRID LAYERS SQ YD HT LEN 60.0 9.8 585 58.0 8.5 1 55 24.0 13.3 318 77.0 8.5 1 73 19.0 14.5 276 42.0 8.5 1 40 44.0 14.3 627 102.0 8.5 4 385 45.0 15.0 675 90.0 10.0 8 800 34.0 14.5 493 34.0 8.5 8 257 120.0 13.0 1560 36.0 8.5 1 34 64.0 7.3 464 86.0 8.5 6 487 34.0 8.5 6 193 64.0 7.5 2 107 56.0 7.5 1 47 42.0 7.5 1 35 30.0 7.5 1 25 16.0 7.5 1 13 4998 2550 GRID LENGTH INDICATED INCLUDES B" FOR BLOCK CONNECTION. 3 INSTALL GRID, PLACE 2 ADDITIONAL COURSES, g - - - PULL GRID TAUGHT, STAKE AND BACKFILL. 1 COMPACT FILL TO TOP OF UNIT. to .;'3/4" CLEAR DRAINAGE ROCK 13 - - - 12 r r r 11 r 10 GEOGRID O s 10'-0" LONG Q 8 - - - - - - V 7 6 - - - - - - 5 4 DESIGN BASED ON GEOGRID LTDS = 1050 Ta = 700 MIRAGRID 5T OR EQUAL 3 _ _ _ a 1. ~ r 2 DRAIN TILE r r r - - - - - GEOGRID 6" MINIMUM GRANULAR FILL ASSUMED 0 = 30 ° ANCHOR WALL SYSTEMS AND SOIL WT = 120 PCF 6-18-94 Anchor Diamond 0 YI~QD CERTIFICATION SECTION i neryey corny that Ina pan apMalicatnn or PROD r 94054 rePOd was PraParad or OMer W da UNITED STATIONERS supaN on and Mal I. dulyr ,eered Eginaer DRAWN RSH EAGAN, MN ENGINEERING ° nnesoM SCALE 3/9a = 1' OONMRUO N-COMPUTERS-GO Rogers 'd Rep NO. 7707 SHEET Ili TW 732 WALL TW 740 TW 742 TW 740 726 728 728.5 728 cc& 02 - 28.0 50.0 50------ 50.0 50.0 A B C D E F NN OG9 PLAN d 1"=30' ADDITION EXIST BLDG A B C D E F 8'-6" GRID 10 FT GEOGRID 00 4 8'-6" GRID - 740-- 6' - _ _ _ _ - _ = - - - - - --o - - - - _ t0 -777=: _ _ _ - _ _ - _ - o = _ - - N _ 730 - - - - _ - - - - - - - - - - - - - - TOP OF CURB - - - GEOGRID 1" = 30' HORIZ AND 10' VERT 6/18/94 CERTIFICATION EAST PLAN/ELEV ~~OD ROGER HEIR, P.E. I hereby cerNythat this plan epecerca,baor RETAINING WALL PROJa saosa repo' vae prepared me, or antlerrtry deed: 12713 Pheasant Run aN~rv~o^andtAa IA adMy 91e,erad er the Engmee, UNITED STATIONERS ORAWN RsR d lava of he eta, r Mi ate ENGINEERING Burnsville, MN. 55337 - EAGAN MN ~n E 1" = so' CONSTRUCTroN - COMPUTERS - CAD (612) 895-5527 RogerS id Reg No 7707 SHEET cr) 1 TW 740 TW 738 TW 736 TW 732 TW 725 1 726 724 722.5 1 50.0 50.0 50.0 F G H I 722.5 PLAN 1 30' F G H I 1 8'-6" GEOGRID 740----------- - - 7-15" GRID r_ _ - - - - - - - - - - ;Zr - - - - - - - - - - - - --o - - 6 - 730-_ _ _ - - _ _ _ - - - - - - TOP OFCUR6=-===----------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOGRID 1" = 30' HORIZ AND 10' VERT 6/19/94 CERTIFICATION WEST PLAN/ELEV OD ROGER HEID, P.E. naan,~ ytne+napanapa~nmaan_« RETAINING WALL PRa. 94054 090report was prepared by or r rtrtyy d,rM 12713 Pheasant Run aDpar and,na lam Nyr eredEnginaer UNITED STATIONERS DRAWN RSH r the laws of t ataf o Mlnneaota ENGINEERING Burnsville, MN. 55337 EAGAN MN SCALE 1"=3a CONSTRUCTION COMPUTERS CAD (612) 895-5527 Ropers H d Rcg Na ]]D] SHEET oEfla UESTIMATE OF NITED STATIONERSITIES ENGINEERING EAGANMN CONSTRUCTION -COMPUTERS -CAO BY: R. HEID 6/20/94 BLOCK GRID LGTH AVER SO FT BLOCK DIST GRID LAYERS SQ YD HT LEN 60.0 9.8 585 58.0 8.5 1 55 24.0 13.3 318 77.0 8.5 1 73 19.0 14.5 276 42.0 8.5 1 40 44.0 14.3 627 102.0 8.5 4 385 45.0 15.0 675 90.0 10.0 8 800 34.0 14.5 493 34.0 8.5 8 257 120.0 13.0 1560 36.0 8.5 1 34 64.0 7.3 464 86.0 8.5 6 487 34.0 8.5 6 193 64.0 7.5 2 107 56.0 7.5 1 47 42.0 7.5 1 35 30.0 7.5 1 25 16.0 7.5 1 13 4998 2550 GRID LENGTH INDICATED INCLUDES S" FOR BLOCK CONNECTION. 3 INSTALL GRID, PLACE 2 ADDITIONAL COURSES, PULL GRID TAUGHT, STAKE AND BACKFILL. 1 COMPACT FILL TO TOP OF UNIT. 14 3/4" CLEAR DRAINAGE ROCK 13 - - - - - , 12 r , 11 ~ - - RID O GEOG s 10'-0" LONG zv,- s cu 7 , , r 5 , 4 DESIGN BASED ON GEOGRID LTDS = 1050 Ta = 700 MIRAGRID 5T OR EQUAL 3 - - - r 2 I DRAIN TILE - - - - r GEOGRID 6" MINIMUM GRANULAR FILL ASSUMED 0 = 30 ° ANCHORWALL SYSTEMS AND SOIL WT = 120 PCF 6-18-94 j Anchor Diamond 0 D CERTIFICATION SECTION D I ~M Pdpy M, w m or STATIONERS PROD 94054 re rlwas re me, direct wparvonn ask iftat I am a uty runder r iateretl Engineer UNITED Engineer DFi4NM RSH ENGINEERING °""ekwao""° a Mmn a EAGAN, MN SCALE 3/e"=1' WNStRUCTpN COMPUTERS-CAp RogwS H Rap W 7707 SHEET I I I I co 4:1) 41, 41, TW 732 WALL TW 740 TW 742 TW 740 726 728 728.5 728 TAB 50.0 50.0 - - - - 50.0 - - - - 50.0 C D E F PLAN 1" =30' ADDITION EXIST BLDG q B C D E F 44- 8'-6" GRID- 10 FT GEOGRID 8'-6"GRID 740 ~6"---- _ _ _ c - - - - -=-o - - - - o _ _ - N _ _ - _ _ _ _ _ _ - N _ _ 730 - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - OP OF CURB - - - GEOGRID 1'= 30' HORIZ AND 10' VERT 6/18/94 CERTIFICATION EAST PLAN/ELEV ROGER HEID, P.E. ihefeby cePtify their th prepared P~'^8~^i~'°^°` RETAINING WALL PROJY saosa ( J epoA wass prepared by me, or muter rty dared 12713 Pheasant Run a i erwsion and ther i am my m lered E gineer er iNe dawn Oft Yrareo imwenta UNITED STATIONER oRnwR RSH ENGINEERING Burnsville, MN. 55337 EAGAN MN SGA'E 1"=30' MNnRlKM0N-CMlfWEHe CAD (612) 895-5527 Roger S. Ad flap NO P07 SHEET ll~ TW 740 TW 738 TW 736 TW 732 TW 725 1 726 724 722.5 50.0 50.0 50.0 F G H I 722.5 PLAN 30 F G H I I 8'-6" GEOGRID -740---- - - - - - 7'-6" GRID - - - - - _ - - - - - - o ~ _ - - - - - - _ ~_T_ - - - - - - - - = TOPOFCURB=-==_______ - - - - -==_i GEOGRID 1" = 30' HORIZ AND 10' VERT 6/19/94 CERTIFICATION WEST PLAN/ELEV ROGER HEIR, P.E. Ihereby cedeythat this planepecdicabonor RETAINING WALL P-R saosa report was=prepared by yta or nm direct 12713 Pheasant Run euperve p`1hellam rd V,' ..r 'Imm/yEngineer UNITED STATIONERS 9L! H der the laws of t at M....ta ENGINEERING Burnsville, MN. 55337 - EAGAN MN 30' C HVRUD WMPUlERS-GD (612) 895-5527 q r SIM~d Hap No. 7707 H K A INC ARCHITECTURE • PLANNINI. 607 WASHINGTON AVE. 50. SUITE 202 MINNEAPOLIS MN 55415 612 339 21 90 June 21, 1994 Mr. Chuck Youngquist Director of Construction Services R.L. Johnson Co. 701 Decatur Ave. No.,Suite 107 Minneapolis, MN. 55427 Dear Chuck: Pursuant to your request,based upon the comments of the Planning/Inspections Dept. of the City of Eagan,I have reviewed the exiting requirements for the United Stationer Warehouse Addition, at 1720 Alexander Rd. On June 14, I had a telephone conversation with Dale Schoeppner,Plan Reviewer with the City of Eagan(Dale was the reviewer of the plans when they were submitted). He stated that because of the transverse layout of the racking(re: HKA Drawing A3.1, dated 4-26-94) we would be required to add additional exits along the existing building line; i.e. Grid Al. We would then need to provide exit doors that were located not more than 200' from the midpoint of the addition, along Grid Al. He suggested that we revise the plans; so they we would be in compliance with the Building Code, as interpreted by the City of Eagan. Pursuant to that request, we suggest the following modifications to the plans: 1. Move all of the racking to the west, in order to provide a minimum clear aisle space along Grid A 1 of 3'-8" clear. 2. Exits will be provided at each end of this aisle as follows:We will utilize both an existing exit door along the north wall of the existing warehouse, located approx.45'from Grid Al and we will install a new exit door and steel stair to be located 35' east of Grid A 1. According to Dale Schnoeppner, these revisions will satisfy the exiting requirements mentioned by him on the set of plans that he reviewed. If you have any questions, please call me. Sincerely John arriss AI ent, H.K.A., nc. N O 11 I ~ I I I' - J I I J J3I u `l' f f pj II Ln n 12 N I! 1 - 1 I IYP. (1) H0 I R WALLS: -5/8" TYPE X^ GYP. BD. -2 X 4'S , "24"O. C. -5/8" TYPE "X" GYP. BU- ' 1 I ~ ~ I I a CD PLA7FDRMd/UUUk ACCESS { f I I ; ' q 1 7 - TYP. (~1) HOUR CEILING. CD A5 1RAtK -(2) LAAYERS 5/8" TYPE "X GYP. BD. BITUM_ DRNE Y- ' p•_ " ! f N SPRINKLER RISER - BERM AREA I Q i C\i c\j 1 1 b I I I Post-It° Grand tax transmittal memo 7671 Aa a~xs ~ ~ Tram ` Ce. Ca t.. KKSp1 s Dw. Phi / - J 5 70 Fax f/ 1 - ox* ' v 41'-8" I 41' 8" m ri rn N ( CD INSTALL FIXTURES T MEET z GRAB BARS. PROVIDE BLOCKING i 7 I AAA, GUIDELINES x¢ FOR GRAB BARS & LAVATORY REVISED FIXTURE------. - Z LOCATIONS I rc REVISED DOOR APPROX. LOCATION o LOCATION / OF BATTERY CHARGERS TYP. WALL: ~ -5/8" GYP- BD. 6 I i -2 X 4'S qO 24"0,C. z I ' -5/8" GYP, 130. I CD t \ TYP. CEILING: GYP. $D. 7 I 2 X 5 WOOD EURRIll - - 9 2 X 90'S 4"O.C. A5 li FOR PLUMBING. INSULATE /2 PLYWOOD BITUM. DRIVE = J i - - 1 4 v n rn u a N ' N -J {I!{t REINF. CONC. PASS - BARS E-W. ® 1 h ARCHITECT. fNER E H u ~ JUN-22-94 WED 11:48 R L JOHNSON COMPANY FAX NO. 61 25932354 P.03 t.. • GY S Twrp' Y~,'Y'..ly a".,. 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JUN-22-94 WED 11:49 R L JOHNSON COMPANY FAX NO. 6125932354 P.04 5 7- 71 to=8'• !G~•'t$+r tO~-t.• 11~~~ _ e •i' . t loo 'o &.1 rwilk 1 4~ :.n~`d• ,~j..a~s.,,`%:~.~.., p,'•^yr •[c•..- -s''y!•;,• -I "!Ia_''i',j(•Q.2Ft-'.%u~%=+'.'.C!~+6~'.tq`~a~^'p:.:•Y%Y...i e: :.¢:t• `q :si;;?5'.w ~~=:d K«'}fir ^.4. J~•:'•'n.s - .,a....c ,_y 6r.~~. ;-yr, .Y s `F r=a;- e. ..•x,., - i - .;p'::" I Il. wti't#,. , t r. h •.,;t gib 'M1'f ~ - ,<..rV.r °^♦,~,.a. r::..~.rv;y'=-ti. .a:~,L -'~.'yi•;~yy,-a Zr ~.vy. ' .,W•;.`.•.~~~ "`^'.~x• ..~,~<~':n.. _ 'a":~'~e. "is~-":: e'.F=r~ ~-:.r.':e•` ~v'., C,~r- ~ Q4µ ,d"y-t, is - +~sr : k+' ~:~'i .,ln.. ~ s'.~ is 'p - i.~_:; I, 6~f '0~c.4 _ fir. 'S~'. ki~r~' ?i:: ;+'~°.y..:~;. ^'.;i. ~"fit JL.~. s. •L. ''.~:`~'r•S~: L r.; o ;:(,:~;l,t;' .f`' p. i;`f:~.,'•Y;:~IS~`; ~:'~~~~^;i.. x._. -s•> :e~'...i':7~. ;'`;.lr~~{ - .T S~'ri a'. 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This sprinkler is designed to respond quickly to growing fires and will deliver a heavy water discharge to 'suppress" rather than "control" fires. The Model H Sprinkler utilizes a 2.5mm glass bulb in either the 155'F or the 200"F rating. The sprinkler has a K Factor of 14.2 and will deliver approximately 100 gpm of water at 50 psi. The deflector and frame provide a broad, very symmetrical, hemispherical pattern capable of sup- pressing fires between sprinklers in high storage height areas and at the same time retaining a high momentum central core to penetrate and suppress fires occurring directly beneath the sprinkler in low storage height areas. Application and Installation The Model H ESFR Sprinkler is intended for instal- lation in accordance with NFPA 13, NFPA 231, NFPA 231C and FM Loss Prevention Data Sheet 2-2 as well Model H ESFR Sprinkler as the authority having jurisdiction. This sprinkler is intended for protection of pallet- ized and solid piled and open frame single row, Approvals double row, multiple row and portable rack storage of most common materials. The Model H ESFR Sprinkler is FM Approved for use in buildings up to 40 feet high with storage heights to 35 feet when installed in accordance with Factory Mutual Loss Prevention Data Sheet 2-2 or other FM installation Standards. The Model H ESFR Sprinkler is UL listed for instal- lation in accordance with NFPA 13, 231 or 231C. At this time, these standards generally limit ESFR instal- lation to storage heights of 25 feet in buildings of 30 feet maximum height. The Reliable Automatic SprinlderCo., Inc., 525 North MacQuesten Parkway, Mount Vernon, NewYork10552 Model H Installation Data Approval Organizations "K' Fadar Maximum 1. Underwriters Laboratories, Inc. Sprinkler Type US Metric Presr9ure Finish Approvals 2. Factory Mutual Research Corp. 3. Underwriters' Laboratories of Canada Pendent Only 4. N.Y.C. MEA s/4' Orifice with 3/4' NPT 14.2 204.8 175 psi Bronze 1,2 Tem erature Ratin s Sprinkler Bulb Frame Maximum Ceiling Classification Temperature rotor rotor Temperature 'C 'F (As Required) 'C -F Ordinary 68 155 Red Uncolored 38 100 Intermediate 93 200 Green White 66 150 Model H Sprinkler Wrench Use only the Model H sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. 2° 00 Va " Maintenance 3 3/ 16 - - l Sprinklers should be inspected regularly for any 4 z r/f6„ physical damage, or accumulation of dust, corrosion and paint (other than the identifying frame color), and maintained in accordance with NFPA 25. Note: Never suspend any items (signs or decorations) from the sprinklers. Never paint sprinklers. Once operated, automatic sprinklers cannot be reassembled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of replacement sprinklers should be provided for this purpose. 2 55164" 0/A - The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factary Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and dismbuted by Reliable, protecting life and property for over 70 years are approved by all fire insurance and government agencies. and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by The Rellable Automatic Sprinkler Co., Inc. (914) 668-3470 Corporate Offices (914) 592-1414 Sales Offices (914) 592-3676 Fax WOOD SHINGLES OR WOOD SHAKES i mechanical exhaust fans may be required. Exhaust fans are particularly benefi- ROOF RAFTER OR TRUSS' cial in all cases due to the extra movement of the air provided. Ventilation openings are required by the code to be screened in order to pre- AIR FLOW vent entry of vermin. This requirement is specific with no alternate, as health sanitarian have indicated that a 1/4-inch mesh is required to address both the problem of smaller openings being blocked by debris and spider webs and of larger openings permitting access to small rodents. Therefore, there is no option to the 1/4-inch size. LOUVEREDVENTAT Two exceptions provide for reduced ventilation under certain conditions. EACH END OF ATTIC These exceptions have been permitted under the Department of Housing and AIRFLOW Urban Development minimum property standards and the CABO One and Two IN SUL TION A CONTINUOUS SCREENED VENT Family Dwelling Code for many years without negative experience and, thus, represent acceptable alternatives. DIAGRAM A VENTILATION FOR GABLE ROOF WITH ATTIC Smoke and Heat Venting-Section 3206 Smoke and hot gases createdby fires rise to the underside of the roof structure WOOD SHINGLES OR above and then build up so as to interfere with firefighting and reduce visibility WOOD SHAKES to the point where firefighting is relatively ineffective. Also, as the hot gases ac- LOUVEREDVENT AT cumulate near the roof structure, the unburned products of combustion become EACH END OF ATTIC superheated, and if a supply of air is introduced, these hot, unburned products ROOF RAFTER of combustion will ignite violently. Thus, it has been found that it is imperative INSULATION that industrial and warehouse-type occupancies be provided with smoke and heat vents in the roofs. Although the U.B.C. only requires smoke and heat vents for one-story buildings, their use in multistory buildings is also recommended, particularly in the top story. Smoke and heat vents must also be installed in conjunction with draft curtains (often referred to as "curtain boards"). Curtain boards installed at code- speci-fied intervals confine the smoke and hot gases so they are not diluted and, thus, AIR FLOW JAAIRFFLLOW increase the effectiveness of automatic vents. Without the confining of the CONTINUOUS SCREENED VENT smoke and hot gases by curtain boards, the vents would be relatively ineffective DIAGRAM B due to delay in operating, or even due to nonoperation. IENTILATION FOR CATHEDRAL CEILING WITH PARTIAL ATTIC In the case of buildings with automatic fire sprinkler systems, the curtain boards confine the smoke and hot gases so that when sprinklers are actuated they WOOD SHINGLES OR WOOD SHAKES are in a relatively confined area. Without curtain boards, the hot gases would OR WOOD SHAKE spread laterally and possibly actuate so many sprinklers that the sprinkler sys- AIR FLOW tem may be overcome due to excessive water-Flow demand. TWO 2°DIAMETER Sec. 3206. (a) When Required. The Uniform Building Code requires smoke SCREENED VENTS and heat venting in industrial buildings and warehouses and in hazardous occu- FOR EACH ROOF pancies. An exception is granted to Group B, Division 4 Occupancies used for RAFTER SPACE bulk frozen food storage when the building is protected by an automatic fire sprinkler system. The intent is that those occupancies which have a potential for INSULATION large areas, such as Group B industrial uses and hazardous occupancies, be pro- AIR FLOW ROOF RAFTER vided with means to rid the building of hot gases and smoke. The exception for office buildings is due to the favorable loss experience attributable to office buildings and to the compartmentation provided. Large retail sales areas are protected by the fire sprinklers required by Section 3802 (d) for retail sales oc- ilsenddin slons DIAGRAM C cupancies. In the case of Group B, Division 4 bulk frozen food storage uses, aoxiNnre. VENTILATION FOR SHED ROOF when the building is protected by an automatic fire sprinkler system, the poten- tial for fire is greatly reduced. Should a fire break out, the probability of rapid Figure No. 32-1 fire spread is very low. 279 I I For those buildings containing high-piled combustible stock, requirements ! SMOKE AND HEAT VENTS for smoke and heat venting are contained in the Fire Code. SPACING AND VENTING RATIOS Sec. 3206. (c) Types of Vents. The code requires that smoke and heat vents Occupancy Spacing Veining R either be fixed in the open position or operate automatically in order to release 00 the smoke and hot gases. Vents may be skylight-type vents, may be exterior wall B-2H8-4 120 feet feet tt 150 openings or may be any other type of opening which leads directly to the exteri- or of the building. When used, exterior wall openings are placed at the top of the Imble No. 32 - A exterior walls, as the code requires that any smoke and heat vent be placed at or ' above the elevation of the upper one third of the curtain board. I - Maximum Minimum Maxlmul As smoke and heat vents are intended to release smoke and hot gases from a Occupancy Curtain Board Curtain Board wimm l fire within the building, the code requires that they be placed a minimum of classification Spacing (ft.) Depth(fL)d BoardsI 20 feet from any property line in order to reduce exposure to adjacent property. B-2, B-4 250 6+ 50,0 Sec. 3206. (d) Releasing Devices. Uniform Building Code Standard No. H 100 t2r ts,0 32-14 requires that the releasing devices for automatic smoke and heat vents be I 1+lNeetlM"end donxthenaleettollM. activated by temperature. Field reports and technical analysis of vent operations (2) Need nob extend cnsertlHn State to fluor, prwaed Nnlmem &faal depth is obtained. indicate that actuation by other means, such as by smoke, sprinkler flow or Milile No. 32 - B flame detection, is unsatisfactory. For obvious reasons the standard requires noncorrodible materials to be used for the hinges and other parts related to the opening of the vents. Sec. 3206. (e) Size and Spacing of Vents. Aerodynamic studies of flow through rectangular openings have shown that the minimum cross-sectional area for smoke and heat vents should be 16 square feet, with a minimum dimen-OPEN j sion of 4 feet. Thus, the code has the same requirement. The code also permits HCLOSED vEnr ROOF VENT projections such as ribs and rain gutters to project into the required 4 feet as long ~~YaKr J M SnOKE,wnH as the total width for all projections does not exceed 6 inches. The venting ratios and spacing of vents required by the code are based on the heat release expected from the various occupancies. d The Uniform Building Code considers two types of heat release: I wmen __W ' 1. Moderate heat release-Group B Occupancies. ROOR 2. High heat release-Group H Occupancies. ~ Sawa eowosr,~caa Table No. 32-A in this handbook provides criteria for the spacing and venting ratios of smoke and heat vents. Sec. 3206. (f) Curtain Boards. In order to be effective, curtain boards are NOTE: In gereerel,several small vem are more elfectim Man a large vent of equal area. required to be of a type of construction which will prevent the passage of smoke through the curtain board. Therefore, the code requires that they be constructed ROOF VENTS AND CURTAIN BOARDS of sheet metal, asbestos board, lath and plaster, gypsum wallboard or of another I Flgure No. 32-2 approved material which will prevent the passage of smoke. Also, the joints and connections are required to be smoketight. Table No. 32-B and Figure No. 32-2 in this handbook provide details for size and spacing of curtain boards. Although the U.B.C. offers the alternate of structurally designing support any accumulation of water on roofs, water ponding is highly i Roof Drainag"eetion 3207 tal to the roof covering and, as aresult, the roof must be designed with Positive roof drainage is required for essentially two reasons: drainage slope of 1/4 inch vertical to 1 foot horizontal. This drainage s 1. To prevent ponding of water and the consequent rapid deterioration of the erally will provide positive drainage and will not permit water pondi roof-covering material, including potential for early failure of the roof Where the roof does not drain over the edge, the U.B.C. requires n covering. to be provided at each low point of the roof. Clearly, the design of the n 2. Prevention of ponding and the resulting failure of the roof structure or, al- I should be such as to convey the water from the largest practical rainsn tentatively, the demand for increased strength of the roof structure to sup- tary to the roof drain. Many areas, such as the Southwest, have infreq • port ponding. fail, and it is quite probable that roof drains will become blocked due to 08/21/94 21:48 FAX 414 959 1004 FHEA-HILWAUI<EEE Q 002 I 10850 West Park Plane, Suite 400 Factory Mutual Engineering Milwaukee, Wisconsin 53224.3634 Telephone (4941 359.0800 Fax (414(359-1004 June 22, 1994 R. L. Johnson Company 701 Decatur Avenue (N) - Suite 107 Minneapolis, MN 55427 Attention: Mr. C. Youngquist, Jr., Director of Design & Construction U. DRAFT CURTAINS, HMT, AMID SMOKE VENTING Warehouse Addition United Stationers, Luc. Eagan, MN Index No. 61208.77-05 Account No. 09-01777 Dear Chuck: This letter is a follow-up to our June 21, 1994 telephone conversation regarding the provision of draft curtains, heat, and smoke vents in the Warehouse Addition which is to be constructed at the above-referenoed location The Warehouse Addition is to be protected with ESFR (early suppression fast response) sprinklers. The ESFR sprinklers are designed to suppress Eire in the early stages and have been subjected to extensive testing by Factory Mutual Research Corporation. The recommended protection using ESFR sprinkler heads is based on construction without roof vents. Automatic roof vents should not be provided for the fallowing reasons: Vt f 1. The vents are not cost effective. They could lead to an increase in sprinkler water demand beyond the capabilities of the water supply. 016;S, 1.4< Jrd, elFlejp 2. ESFR sprinklers, as compared to conventional sprinklers, are expected to greatly reduce the amount of smoke generated during a fire due to their faster response. Smoke exhausters can be used for any smoke removal.- i,o~ 3. The use of automatic vents in sprinklered buildings can be detrimental by actually increasing burning intensity and fire spread. Hot air and smoke passing through the vents causes fresh air to enter into the building through any other available openings, resulting in greater fuel consumption and an increase in water demand (see Comment No. 1 above). In addition, sprinkler water absorbs most of the heat. This reduces the temperature differential between the smoke or hot gases and the outside air. The lower air temperature reduces the rate of smoke passage through the vents, negating the intended venting benefit. 06/21/94 21:49 FAX 414 959 1004 FNEA-MILWAUKEE 0009 R. L. Johnson Company RE: 1> MpT CURUMS, MMT, AND SKME VffiYING Warehouse Addition United Stationers, Inc. Eagan, MN Index No. 61208.77-05 Account No. 09-01777 June 22, 1994 Page 2 Draft curtains are intended to be used in conjunction with heat and smoke vents or to subdivide areas protected by ESFR sprinklers from roof areas protected by conventional sprinklers. Draft curtains should not be provided for the following reasons: a. ESFR sprinklers will minimize heat and smoke generation and draft curtaina- would have a minimum benefit. - Cvvrd;^s o r.,. b. Upon sprinkler operation, the majority of'the smoke is driven to floor level. y ~ ~ Il.su~t~,„'r by C. Draft curtains could obstruct sprinkler discharge: ~ror G `d~ " c, piaJ d. Draft curtains are only recommended by Factory Mutual Engineering Association to subdivide areas protected by ESFR sprinklers from areas protected by convention sprinklers. This will be provided, in effect, by the common wall between Lhe Warehouse Addition and the remainder of the facility. Hopefully, this addresses the concerns relating to draft curtains and automatic vents. if you should have any additional questions or comments, please do not hesitate to contact me or our office. Sincerely, J ~.einsa /P15<- P. C. Reinsberg Loss Prevention Specialist Milwaukee District Office PCR:pt (2.0) 17684 lcc: LE & FC lac: Protection - Park Ridge iccc Protection - MIDC lcc: Mr. wally Gustafson, Corporate Engineer United Stationers, Inc. 2200 East Golf Road Des Plaines, IL 60016 lcc: PCR JUN-22-94 WED 9:58 R L JOHNSON COMPANY FAH NO. 6125932354 P.01 ~n S FRiN01PALEIN AEAL ESTATE T CpM1' DEVELOP sINC819MENT CONSTRUCTION LE"IMS MANAOINe[NT E Office Phone (612):541-1970 Telecopier (612) 593-2354 Please call the transmitting location if transmission is incomplete for any reason. This transmittal consists of 9 pages inclusive of this cover letter. TO: Ld(-E S__ DATE: COMPANY/FIRM: CITY LPl TELECOPIER NO: c~~)60t-42t TELEPHONE NO: L wcr K )LORM <=5;, FROM: ' COMMENTS: U Lti f t1& 1` td rl 1N P151 ~ a pt WS5 %d-FP-'Naf, AT ! :56 ORIGINAL MATERIAL W11-1 BE SENT VIA OVERNIGHT BE SENT VIA COURIER BE SENT VIA REGULAR MAIL NOT BE SENT 701 DECATUR AV. N. SUITE 6107 MPLB.. MN. EE917 TELL 012.541.100 FA1US12.505.2$SE R=96% 5125932354 06-22-94 09:58AM P001 #12 JUN-22-94 WED 9;58 R L JOHNSON COMPANY FAR NO, 6125932354 P,02 ^Y 10850 west Nrk Plied, Sufte 400 Muwaukee. weconsin 53224.3334 TaCpnOnd (4141 568-0900 June 22, 1994 Fax 1414) 3W1004 R. U. Johnson CeMany 781 Decatur Avenue (N) - suite 107 Minneasolis, MN 55127 Attention: Mr. C. Youagquist, Jr., Director of Design & Construction U., DRAFT Cam, BST, AfID 1f1pyTLi6 Warehouse Addition United stationers, Z=, . Account M- 89-81777 DW Chuck. This letter is a follow-up to our June 21, 1994 telephone conversation regarding the provision of draft curtains, heat, and smoke vents in the Warehouse Addition which is to be constructed at the above-referenced I=tion. The Warehouse Addition is to be protected with ESFR (early suppression fast response) sprinklers. U* 8&FR sprinklers are designed to suppress fire in the early stages and have been subjected to extensive testing by Factory Mutual Research Corporation, The recoenended protection using RM sprinkler heads is based on construction without roof vents. Automatio roof vents should not be provided for the fallowing reasons; 1. The vents are not cast effective. They could lead to an increase in sprinkler water demand beyond the capabilities of the waiter supply. 2. ESFR sprinklers, as compared to conventional sprinklers, are expected to greatly reduce the amount of smoke generated during a fire due to their faster response. Smoke exhausters can be used for any smoke removal. 3. The use of automatic vents in sprinklered buildings can be detrimental by actually increasing burning intensity and fire sprW. Hot air and smoke passing through the vents causes fresh air to enter into the building through any other available openings, resulting in greeter fuel consumption and an inoreaae in water demand (see Comment No. 1 above). In addition, sprinkler water absorbs most of the heat. This reduces the to mrature differential between the smoke or-hot gases and the outside air. The lower Or teaperature reduces the rate of smoke passage through the yenta, negating tbA,intended venting benefit., 6125932354 06-22-94 09:58AM P002 #12 JUN-22-94 WED 9;59 R L JOHNSON COMPANY FAX NO. 6125932354 P.03 la 003 R. L. k7ohSeon Company R6: DR111s! CuRxl170114, AND 9N= VRrfMG warehouse Addition United Stationers, Inc. to ean, MR Index 0o, 61708.77-05 Account ao. 09-01177 June 22, 1994 Page 2 Draft curtains are intended to be used in conjunction with heat and smoke vents or to subdivide areas protected by ESFR sprinklers from roof areas protected by conventional sprinklers. Draft curtains should net he provided for the following reasons- a. $SFR sprinklers will minimize heat and smoke gmeration and draft curtaigg wain AAve, a mi.ni=Wm b@aefL A: b.' Up p $ rIU11 6&tlonr i'S , - oft p oV ~ the lajor""sty•.of`'$lle emvka is driven to floor level. C. Draft curtains could ohstruct sprinkler discharge. d. Draft aurtalns are only racormnended by Factory Mutual Mvineerina Association to subdivide areas protected by SSFR sprinklers from areas protected by gorivention sprinklers. This will be provided, in effect, bbyy the eammep wall between the Warehouse Addition and the remainder of tl~a facility: Hopefully, this addrpsces"the c:meern$ relating to draft curtains and automatic vents. if you should have any additional questions or corments, please do not hesitate to contact me or our office. Sincerely, P. C, Reinsberg• Loss Prevention Specialist Milwaukee District office PCRfpt (7.0) 11684. lcc: LE & Fc lea. Protection - Park p4dge leaf Protection - ZaDc lcc: Mr. Wally Gustafson,- CQrporaake Rngineer united Stationers, inc,, 2200 East Qolf Road Dee Plaines, SL 60016 loaf PM R=97% 6125932354 06-22-94 09:58AM P003 #12 V) L W cl ~ ~nLi C~j z u Q fl Li > 0 Z W = J O o L7 _.J EAGAN REVIEVED Lill k 541i ~2 Ole iS PI-fMip 1 Oh Cok j #$I Gt /0~ 3104 J \ P21 F/ 2 e.~ fl.~ Uni7'e~M 9v~1~1K~ Colt is Ad~rtsse~ tv-r•T WOO 04- RP-r' EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION OWNER: UNITED STATIONERS SITE ADDRESS: EAGAN, MN CONTRACTOR ASSOCIATED MECHANICAL(CLINT A.: DATE: PHONE: Determine working square footage of each: 1. Total exposed wall area...... 26030 Sq. Ft. x 0.23 = 5986.9 2. Total roof/ceiling area......... 59080 Sq. Ft. x 0.06 = 3544.8 Total exposed wall area above floor = 26030 A. Total wall window area = B. Total door area = 960 C. Total plate glass door area _ D. Total area = E. Total spandrel wall area _ F. Total net wall area above floor = 25070 G. Total wall framing area = Total exposed foundation area = H. Total foundation window area = 1. Total net foundation above grade = Determine "U" value of each wall segment: A. x "U" _ B. 960 x "U" 0.33 = 316.8 C. x „U„ _ D. x „U„ _ E. X „U„ _ F. 25070 x "u" 0.08 = 2005.6 G. X "u" _ H. x „U„ _ 1. x "u" _ 3 Total = 2322.4 If line #3 is the same as. or less than item #1, you have met the intent of SBC 6006(c)2. Pagel EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION Total exposed roof/ceiling area = 59080 J. Total skylight area _ K. Total roof/ceiling area = 59080 L. Total net insulated roof/ceiling area _ Determine "U" value of each roof/ceiling segment: J. x "U" _ K. 59080 x "U" 0.06 = 3544.8 L. x "U" _ 4 Total = 3544.8 If line #4 is the same as. or less than item #2, you have met the intent of SBC 6006(c)2. ALTERNATE BUILDING ENVELOPE DESIGN To utilize the total envelope system method, the values established by the sum of items #3 and #4 shall not be greater than the sum of items #1 and #2. 1. 5986.9 +2. 3544.8 = 9531.7 3. 2322.4 +4. 3544.8 = 5867.2 Page 2 JUN-29-94 WED 15:42 R L JOHNSON COMPANY FAX NO. 8125932354 P.03 UNITEIa STATIONERS SUPPLY C.O. Reggional Distribution Center A subsidiary of United Stationers Ine. 172D Alexander Eagan, MN 55121 (612) 681-1720 June 27, 1994 Charles Youngquist R.L Johnson Co. 701 Decatur Avenue No. Minneapolis, MN. 55427 Re: United Stationers Building Addition 1720 Alexander Road Eagan, MN. 55121 Dear Chuck: The following represents headcounts at United after the addition is completed: Office- 18 Warehouse- 26 Addition- 7 If there are any question please give me a call. Piiiryl Anderstrom General Manager R=97% 6125932354 06-29-94 03:41PM P003 #29 JUN-29-94 WED 15;41 R L JOHNSON COMPANY FAX NO. 6125932354 P.02 PmmCWAL.S M RM CE66TTlR8 COMt.~ mNC 1=E OEVEL.OPNeNT CONSTRUOTION LL A8~M6M MANn6EM June 29, 1994 Dale Schoeppncr Construction Analyst City of Eagan 3930 Pilot Knob Road Eagan, MN 55122 Dear Dale: Below please find the existing and proposed fixture counts for United Stationers per your request. Plumbing Fixture Counts Existing: 9 water closets 3 urinals 10 lava 2 drinking fountains 1 laundry tray Proposed: i water closet 1 lay In addition, please find the actual head court as provided by United Stationers (see attached) for consideration in your review. If you have any questions, please feel free to contact me. Sincerely, N Charles E. Youngquist, Jr. Dir. of Design and Construction Enc. M 09G UR AV. M su"A 0107 mms..m Y7 TEL.L612AA 70 PAID 612.sg3.23" R=97Y 6125932354 06-29-94 03:41PM P002 #29 JUN-30-94 THU 8:23 R L JOHNSON COMPANY FAX NO, 6125932354 P.02 RNA r~vc IUPLAnNiNt9 - 607 WA9NINGTON Avg, $a. BUit'ht 202 MINNI APOL115 MN 68418 - $12 Sag 2140 Juan 26, 1994 W. Date Scthoeppner City of Eagan Dept. ofinsp Doticros 3930 Pi lot Knob Rd, Eagsa,M'N,iSl22 LDriw Mr. 9chooppoec. ..n, s•. This letter shall serve as a confinnntion of our oonvarsation of June 22; regantang the exiting provisions for the addition to the united Statioaors warehouse at 1920 Alex. under Rmi i have enclosed an additional copy of the letter that I sent to Chuck Yowngquist of R,1-Johnson cm, ngardini the kiting situation. The 11011owiag is a review of what wos agreed upon at the aforementioned meeting: I . All racking will be moved to the west, to create a cortti nuos aisle space along the out wall of the existing building, This aisle will be a minimum clear width of 3-8". 2. Exits wil i be provided at each end of the new aisle as follows: At the no rth wall of the existing warehouse, we wi 11 utilize an existing door and stair, which am located approx. 45 ftore Grid Al (HKA Drawing A 3,1); and we wlI cud a new door opeaing in the new precast wall along the southside of the nLw addition . This new door VA 11 be tocaW 9.0114" west of (kid AI. U is owunderstanding that the afotamerltioned provisions will successfully conclude the discussion of existing conditions for the United Stationers Addition project. Please call me with any questions that you might have: and thank you for your ccopermion. Strrcerely, . Jolt Ffarriss IA- ;dent, l3X Inc, Xc: Chuck *youngqulat R=96% 6125932354 06-30-94 08:22AM P002 #34 JUN-30-94 THU 8:23 R L JOHNSON COMPANY FAX NO. 6125932354 P.03 --A HK A INC AFICf{IT £CTURE• PLANNIN4 647 WASHIriG7l]N Ave. so. SuIT£ 208 MINNE400L15 NN S6416 012 330 2IS* June 21, 1994 Mr. Chuck Youugquist Director OfConstrucuon Servioes 12..1.,. Johnson CA. 701 1>e04tur Ave. No.,3uite 107 Minneapolis, W 55429 Dear Chuck: -..:.Pursuant to your request,basad upon OW0,0 mneats oFthe Planuingrlaspeetions Dept. of tha City of k,agtut,i have reviewed die exiting requirements rot the United Stationer Warehouse Addition, at 1720 Alexander Rd. On June 14, had a tetepione conversation with Dale SdWappner,Plon Reviewer with the Ciiy of Eftgau(Dale was the reviewer of the pions whets they wore submitted). 1-k stated that because of Ov tranhtm layout of the tackiag(re. HKA Drawing A3.1. dated 4-26.94) us would be required to add additional exits aim the existing building tine; i.e. Grid At. Wo would then need to provide exit doors that were located not note than 2OW from the mtdpdnt offt addition, along Grid A 1. 1la suggested that we revise the plans; so they ue would be in compliance with tic Building Code, as inlerpmtBd by the City of Eagan, Pursuant to that request, we suggest tau: fallowing moditlcadons to the plaits: 1. Move all of the rocking to the west, in order to provide a tainimain clear aisle space "g Grid A l 'of 31-8" clear. 2. Exits will be provided at each and orthis aWa as foflows:We will utilim loth an existing exit door rilong the north wall ofthe existing warchoosc, located vArox•45'rtom said AI anti wwe will Install a new exit door and steel stair to be located 35' east of Grid Al. Acoordi ng to Bale 8chnoeppner, tfi4se Y6ylslons will satlsry the ft ing requiremonts mentioned by him on the set'ofplttris that he revi~wcd. if you have any questions, please call me. J A e P R-96% 6125932354 06-30-94 08:22AM P003 #34 I 11 10850 West Park Place, Suite 400 Factory Mutual Engineering Milwaukee. Wisconsin 53224-3634 Telephone (414) 359-0800 Fax(414)359-1004 July 21, 1994 i R. L. Johnson Co. 701 Decatur Avenue (N) - Suite 107 Minneapolis, MN 55427 Attention: Mr. C. Youngquist, Jr. - Director of Design & Construction I RE: WARXROUSH ADDITION United Stationers, Inc. Eagan, MN Index No. 61208.77-05 Account No. 09-01777 Dear Chuck: This letter is a follow-up to our July 19, 1994 telephone conversation regarding various concerns relating to the Warehouse Addition, which is currently tinder construction at the above-referenced location. The issues we discussed are outlined below. The drawings associated with the proposed BSFR sprinkler systems and the associated fire pump are currently being reviewed by our Milwaukee District Office. This information was submitted by Western States Fire Protection and comments concerning this submittal will be addressed in separate correspondence. The provision of draft curtains within the Warehouse Addition was discussed with Mr. Dale Wegleitner, Fire Marshall (City of Eagan, MN). The Uniform Building Code (UBC) states draft curtains are needed in buildings over 50,000 - sq. ft. for the warehouse-type occupancy involved. The Warehouse Addition covers 'an area of approximately 59,080 sq. ft. The provision of draft curtains is basAd on the 1988 Addition of the UBC. Mr. Bob Laughlin, with the Minnesota State Building Code Officials, was contacted and stated the UBC is updated every three years and Minnesota chose not to adopt the 1991 version, however, Minnesota will be adopting the 1994 version of the UBC. Based on discussion with Mr. Laughlin, the 1994 UBC does not make any exceptions for the use of ESFR sprinklers versus conventional sprinklers relating to the provision of draft curtains. The criteria for draft curtains in the 1994 Addition of the UBC apparently remains unchanged from the 1988 version. Information relating to why smoke and heat venting and draft curtains are not needed with ESFR sprinklers was presented to Mr. Wegleitner, however, Mr. Wegleitner stated draft curtains will be needed until Factory Mutual Engineering Association has 07/20/94 02:53 FAX. 414 059 1004 FMEA-MILWAUKEE IM002/008 R. L. Johnson Co. RE: WAREiO= AADITION United Stationers, Inc. Eagan, MN Index No. 61208.77-05 Account No. 09-01777 July 21, 1994 Page 2 successfully convinced the UBC officials to make an exception for ESFR sprinklers. Factory Mutual Research Corporation has been attempting to have various codes revised throughout the country to make an exception for EM sprinklers. As I mentioned during previous conversations, the North Carolina Building code council amended the North Carolina Building Code to naive requirements for heat/smoke vents and draft curtains when ESFA sprinklers are installed. Per discussions with Nr. Wegleitner, venting will be needed in addition to a draft curtain. Per our discussion, you indicated there may also "be some manually activated building ventilation tans at the roof level_ Our comments relating to the draft curtain, vents, and roof-mounted ventilation fans are as follows- 1. The UBC requires a 6 ft. deep draft curtain within the warehouse Addition. To ensure the effectiveness of the EM sprinklers which will be protecting the Warehouse Addition, the spacing of the sprinklers adjacent to each side of the draft curtain should be equal. It will not be necessary to maintain a clear aisle space on each side of the center line beneath the draft curtain, as EM sprinklers will be present on both sides. 2. Any roof,heat or smoke vents should be of the manually operated type, or equipped with fusible links rated at a minimum of 3600F. Drop-out type plastic vents should not be used, because they cannot be arranged for manual or delayed operation. _ Mr. Wegleitner indicted the use of manually operated vents or vents equipped with fusible links rated at a minimum of 36811F will be acceptable to local building officials. 3. If building ventilation fans are installed at the roof level, the units should be centered between four adjacent LSFR sprinkler beads, and an additional sprinkler head should be installed directly underneath each of these types of units. The additional BSFR sprinkler head should be positioned so the center line of the thermal-sensing element is a maximum of 13 in. and a minimum of 4 in. below the ceiling fan unit rather than the roof decking if the fan is a recessed unit. This is needed to ensure the sprinkler head will activate promptly in a fire situation. The position of the sprinkler head in the first layer of hot gases formed during a fire is critical to the proper action of the EM sprinkler heads. Per our discussion, plans and associated calculations relating to Comment Nos. 1-6 in our previous April 13, 1994 plan review correspondence to you are to be submitted to our office within the next one to two weeks. The submittal is to include drawings relating to the electrical supply to the fire pump. We look forward to reviewing this information as it becomes available. 07/28/94 02:54 FAX 414 359 1004 FHEA-MILWAUKEE 1@003/003 R. L. Johnson Co. RE: V RAMOIISE AI1DI'1'iON United Stationers, Inc. Sagan, MN Index No. 61208.77-05 Account No. 09-01777 Guly 21, 1994 Page 3 If you should have any additional questions or concerns, please do not hesitate to contact me or our office. Sincerely, - P. C. Reinsbe Lose Prevention Specialist Milwaukee District Office PCR:pt (3.5) 18038 1cm LE & PC 1cd. Mr. Wally Gustafson, Corporate Engineer United Stationers, Inc. 2200 Bast Golf Road Des Plaines, IL 60016 lcc: Protection - Park Ridge 2cc: Protection - MIDC lcc: PCR xuv i110kC ~ vacuation!Can (typ.) Ft A'prL 1p E b 7() li 1d b e ~..tY_..'~...i~f ~ q 1 1~2 ~Ar a 2~ C.~VY fut ~lr 'p'.n1~. • a•NW ~ k~/l sY i f F t fL .O.S U~ _ r r I Y3 ~W ( r•r••••r•,pr•os•re•• •••s••rr • •m• r- • ♦r• r smoke iurtaitl ,F, ' -4, 4~Lfµ~n 9810 A gl Bray t sw x.._ 3, :fit G 111 ~cx -~..~y. ri i 98f6f f 4 ~tsr ,r• ~~NN ~ ~ ri T¢~ 1' k Silt nMi i•s ax 3 F6 Ara G : MOOT MNMIN(3 PLAN ! HKA ~nr.r•f I N C Snloke Evacuation Fan and ARCHITECTURE r PLANNING Smoke Curtain Layout 607 WASIIINGTON AVE. SO. I Jn1ted Stationers Addition 6ui'rIr ?07. MINNEAPOLIS MN 55415 R.L. Johnson Construction rr~ E312 $39 2 f 9o July 27, 1994 1/ Speed Message To 1 Pfr~T.6Sehe. From S ■ Subject VIP` / 20 /~`~~X~n 1 K6C (//met/~!(X ~ li@dh~/S Q(, Date 19~ ~Qrrv CO PI>r&-~r jUS'f /n /'n, eeQ A.Zte f 7/7~y~ irBu fiat 6 i~oLrn~ Casz liov !ef Knew 4l~ra'f f~e C~ar9 e _ iA.4 i j7p &r7i7RC-170er C.At ri a R77OAS' x l~ 60 = /6 3/3, q Yin Signed WllsonJonea _ _ xuu ea Cad O lem ho v qq , f~: ~:s': a~:i hYa.~'i.€$~~"";:<. "•fx„ ,:..wY,<¢~,.• : :.k.a "'S';~?`s:„s: :;a.1' ~y...::.•...a':o-sa.,: i_>,9..:..;; o: s.?.. .un3;..:..c :y.u;~ Kvxs;?3„`~:as.: y44....f '.n .~h~3,:'3'f~.:-.._... T.'»'.~°:.. ~..Fi; 'y~;•' . ..Axa°,a..i':;.,o-..o-3 ..r:;:.f.i:x'.:_°<.'S.:Tk:::n:'M,io-'S4<':K,Y':iS.YC. ..3k..3 Q.. ..i:.ay,~se'. ~V .h,~3':9 .i .aN'.d :vF v<y Nx~NZ.'. .c~,aQ. '.:•i:.'.~..if9:K~'~~ ,a_y.,..' .,.a ks:..,:. ..a..a.>::hsmi'F.~s: a'c._.cr•.<: .~;y' :sza•.a.,a..,:..; ,'<a?:;e. n.Ke!, <r >vsa^r~'~~~r .3:~:'tz:';':,a £:p .e;k;Y ;>:<ai. .:,os aaa:YS¢...;...h~:i.°a',<":i~~sY";~,':v~`w.`~„n.'.k:Y....hx,.tY. ~:x Y~ w- ~y~U(~ ~RD:'2::: s x Y X83"<$k~~'KaaM'i'.yiF: a: '4a' a Y`k & a~x °~a. E(,3' J~ t, ~f.aaan.$ f.w. »^:i<i;,^.:a~y.:a:.o-aaa: n'r.Rio-H.. ~~Y f.4s ,fi•:,;'<a?a 1994 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR ALL COMMERCIAUINDUSTRIAL BUILDINGS. ALSO FOR MULTI- FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. NEW CONSTRUCTION ADD ON REPAIR WORK DESCRIPTION: O~ CONTRACT PRICE: $ FEE: 1% OF CONTRACT FEE. STATE SURCHARGE: $.50 FOR EACH $1,000 OF FEE. MINIMUM FEE: $ 25.00 CONTRACT PRICE X 1% $ e1(, STATE SURCHARGE $ TOTAL $,490.50 SITE ADDRESS: Ilyt CA/t)C& TENANT NAME:_ ~OAAel ' S STE. # OWNER NAME: INSTALLER: Z,,v c- ADDRESS: CITY: A'44 co err STATE: 47 /V' ZIP CODE: PHONE 6102 ' 333 3_rJ;" R FOR: °P1~ CITY OF EAGAN LI T a. , •i.,b,. t en<,.q ..t..a,.<... s..ad.,t..>yo k g ...~:6.^.e:°h'aw"✓';i'.:!ie'<.i=ii:yaik.'.. 6'eha. ..v ..y>.. t•.a n:n£S,.aa.>:>~>,, :..v a..a.... .i: n.aw~.<.~a>A .6..£ 'p,f:': k~ :::...o';:.q .a i t, vu?>.yyi < r. a:::: a "-..:-...7:ff..,: w'.£&.:~:w::3,g~ • k:'s;~«;,:;.`>':ai;'3,,:, >:a.< ..«.a. , .ta~F :''"n..a-.>: a..a.. ,a,: ~ ;r->:.:; .d.. fd<rdx:'k>::'.>:«:a.:.§~ ii~:a:;>.a.: t •:.3 .H.Pt>. .pi"" <s i'1:?did:... >i.:d, .,..,,fs,:a~»;;.,,i:r:s;:: s,; a>o :~i:`<°a~~a >.:3s'f;'D(fk..>'rk.•~~ w'?:ak.>;G.',.a£a~,,,.£.:. s.?. 'i ,,.:S.c;:~>3_, ~T,~>'~:'F~,..a~:P F`sa~-..:a: ~.k .....G: e'P.:.:.:p •:.`.1 A::~: _'R.:. r:::k:I~::::^_\: :f........e~'dw.w>w:wwa.a .aP P's..i:G.,%a><Ydvt}.M>.[R:,?qp.?y ~:'d a{>J$?W :'....).•i....a;...:..:i.~b.4.w'$.::.S:SL.xi ;.'e:.~ ~,a>'d.:,x..,...::d'r.'°, F 1994 PLUMBING PERMIT (RESIDENTIAL:) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 5512.2 (612) 6814675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNH t: MES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. - - - - - - - - - - - - - - - NO. FIXTURES EACH TOTAL SHOWER 3.00 Z WATER CLOSET 3.00 BATH TUB 3.00 Z LAVATORY 3,00 KITCHEN SINK 3.00 LAUNDRY TRAY 3.00 HOT TUB/SPA 3.00 WATER HEATER 3.Ob T FLOOR DRAIN 3.00 GAS PIPING OUTLET • m n mum - i 100 ROUGH OPENINGS 1.50 WATER SOFTENER 5.00 PRIVATE DISP. • nee:cty. u,. 20.00 U.G. SPRINKLER • h,= ,nd,, wna,. 3.00 ALTERATIONS • to vesting 20.00 WATER TURN AROUND 20.00 STATE SURCHARGE .50 TOTAL: SITE ADDRESS: OWNER NAME: /C/i✓c-~,'p~~~ INSTALLER: ADDRESS: /~E l soZ ( Nd CITY: JrGr;~~e STATE: ZIP`CODE: PHONE ((D ~a) .33.3 _,6~3fff . SIGNATURE OF PERM=ITTEE - 123'7652 CERTIFICATION SEPI2-1 I, E. J. VanOverbeke, Clerk of the City of Eagan, Dakota County,. Minnesota, do hereby certify that the attached is a true and correct copy of Notice of completion adopted at a City Council meeting of the City of Eagan, Minnesota, held on the 7th day of June, 1994. h I \L . -Alai E. . VanOverbeke, Clerk n< wo 1 4 ❑ w za U, V~ OD It _r 'z U ow 0 LU -J, Z Z ¢ 'ten W W° O 00 z '0 •c C') C31 a OF- w O K V U U Z f"1 7 r'1 LL ~ o p N 000 SAO 3 w¢ d d U a "aWC = z w = c7 LL ° ~ cif w a ¢ > 0 0 3 04 w ~r ~ N O T I C E CITY OF EAGAN NOTICE IS HEREBY GIVEN that the City of Eagan, Dakota County, Minnesota, has completed the proceedings for vacation of a utility and drainage easement lying over and across the following described property: That part of the utility easement in Lot 1, Block 1, UNITED STATIONERS ADDITION as dedicated on the recorded plat of UNITED STATIONERS ADDITION described as follows: Jul Commencing at the intersection of the southwesterly line of b said Lot 1 with the northwesterly line of said utility \ easement; thence on an assumed bearing of North 51 degrees R 48 minutes 59 seconds East, along said northwesterly line a V distance of 138.63 feet; thence South 38 degrees 11 minutes 01 seconds East a distance of 9.00 feet to the point of beginning of the vacation to be described; thence North 38 degrees 11 minutes 01 inches West a distance of 9.00 feet to ►V~\J the northwesterly line of said utility easement; thence North 51 degrees 48 minutes 59 seconds East, along said northwesterly line, a distance of 141.00 feet; thence South 48 degrees 09 minutes 51 seconds West a distance of 141.29 feet, to the point of beginning. That part of the drainage easement in Lot 1, Block 1, UNITED J STATIONERS ADDITION as dedicated on the recorded plats of UNITED STATIONERS ADDITION and R.L. JOHNSON 1ST ADDITION described as follows: Commencing at the intersection of the southwesterly line of said Lot 1 with the southeasterly line of said drainage easement; thence on an assumed bearing of North 38 degrees 47 minutes 00 seconds East, along said southeasterly line a distance of 135.00 feet, to the point of beginning of the vacation to be described; thence continuing North 38 degrees 47 minutes 00 seconds East, along said southeasterly line, a distance of 45.00 feet; to 'the easterly corner of said drainage easement; thence North 51 degrees 13 minutes 00 seconds West, along the northeasterly line of said easement, a distance of 14.00 feet; thence South 38 degrees 47 minutes 00 seconds West a distance of 45.00 feet; thence South 51 degrees 13 minutes 00 seconds East a distance of 14.00 feet, to the point of beginning. That said proceedings were taken and completed by the City of Eagan, Dakota County, Minnesota, on June 7, 1994; and that the description of the real estate and land affected by the vacation of said utility and drainage easement is contained in the Resolution vacating said easement of which a copy is attached hereto and made a part hereof and marked as Exhibit "A". DATED: June 7, 1994. ATTEST: CITY COUNCIL - CITY OF EAGAN By: *E. nOverbeke h ias A. gan lerk Mayor EXHIBIT A R E S O L U T I O N CITY OF EAGAN WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on the 7th day of June, 1994, at 7:00 o'clock p.m. at the City Hall located at 3830 Pilot Knob Road, Eagan, Minnesota; all members being present; and WHEREAS, pursuant to M.S.A. Section 412.851, the Mayor convened the public hearing to consider the proposed vacation of a utility and drainage easement lying over and across the following described property: That part of the utility easement in Lot 1, Block 1, UNITED STATIONERS ADDITION as dedicated on the recorded plat of UNITED STATIONERS ADDITION described as follows: Commencing at the intersection of the southwesterly line of said Lot 1 with the northwesterly line of said utility easement; thence on an assumed bearing of North 51 degrees 48 minutes 59 seconds East, along said northwesterly line a distance of 138.63 feet; thence South 38 degrees 11 minutes 01 seconds East a distance of 9.00 feet to the point of beginning of the vacation to be described; thence North 38 degrees it minutes 01 inches West a distance of 9.00 feet to the northwesterly line of said utility easement; thence North 51 degrees 48 minutes 59 seconds East, along said northwesterly line, a distance of 141.00 feet; thence South 48 degrees 09 minutes 51 seconds West a distance of 141.29 feet, to the point of beginning. That part of the drainage easement in Lot 1, Block 1, UNITED STATIONERS ADDITION as dedicated on the recorded plats of UNITED STATIONERS ADDITION and R.L. JOHNSON 1ST ADDITION described as follows: Commencing at the intersection of the southwesterly line of said Lot 1 with the southeasterly line of said drainage easement; thence on an assumed bearing of North 38 degrees 47 minutes 00 seconds East, along said southeasterly line a distance of 135.00 feet, to the point of beginning of the vacation to be described; thence continuing North 38 degrees 47 minutes 00 seconds East, along said southeasterly line, a distance of 45.00 feet; to the easterly corner of said drainage easement; thence North 51 degrees 13 minutes 00 seconds West, along the northeasterly line of said easement, a distance of 14.00 feet; thence South 38 degrees 47 minutes 00 seconds West a distance of 45.00 feet; thence South 51 degrees 13 minutes 00 seconds East a distance of 14.00 feet, to the point of beginning. WHEREAS, the Council at a regular meeting on the 3rd day of May, 1994, accepted a petition to vacate said utility and drainage easement pursuant to a petition of the landowner and scheduled a public hearing on the vacation for the 7th day of June, 1994, at 7:00 o'clock p.m. at the City Hall; and WHEREAS, an Affidavit of Publication of notice of hearing in the Dakota County Tribune, dated May 19, 1994 and May 26, 1994, relative to the proposed vacation was submitted; and WHEREAS, said Notice of Hearing was posted at the City Hall on the 16th day of May, 1994; and WHEREAS, there appearing no objections to said vacation and the Council desiring to vacate said utility and drainage easement; and WHEREAS, it having been determined that other than petitioner, there are no other parties having an interest in said utility and drainage easement, and it appearing that it is in the public interest to vacate such easement, and there being no objections; NOW THEREFORE, upon motion by Councilmember,Wachter, seconded by Councilmember Awada, all members voting yes, it was RESOLVED that the utility and drainage easement lying over and across the following described property is hereby vacated: DATED: June 7, 1994. A T_TE IT: ~ C C U TL - CITY G By: J. VanOVerbeke :-Thomas A. Egan Its: 'City Clerk Its: Mayor THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, WILCOX & SHELDON, P.A. 600 Midway National Bank Building 7300 West 147th Street Apple Valley, MN 55124 (612) 432-3136 wkt/206-12335 h C ~C. CITY OF EAGAN y' 3830 Pilot Knob Road PERMIT TYPE: BUILDING Eagan, Minnesota 55123 Permit Number: 0 2 4 0 6 3 (612) 681-4675 Date Issued: 07/07/94 SITE ADDRESS: 1720 ALEXANDER RD LOT: 1 BLOCK: 1 UNITED STATIONERS P.I.N.: 10-80220-010-01 DESCRIPTION: Buildir`g'..Permit Type COMM./IND. MISC. building Wb,rk Type ADDITION ,UBC Occupancy` B-2 Construction Type III-N Zoning - LI Building Length 210 Building Width 262 Building stories 1 S~ql a Feet 59,000 REMARKS: SEPARATE PERMITS ARE REQUIRED FOR ANY PLUMBING OR ELECTRICAL WORK FEE SUMMARY' VALUATION $885,000 Base Fee $3,194.50 UTILITY FEES $.00 Plan Review $2,076.43 PAID ON $.00 Surcharge $442.50 FOUNDATION $.00 Total Fee $5,713.43 PERMIT $.00 Total Fee $5,713.43 CONTRACTOR: - Applicant - OWNER: JOHNSON, R L 25411970 UNITED STATIONERS 701 DECATUR AVE N 107 1720 ALEXANDER RD GOLDEN VALLEY MN 55427 EAGAN MN (612) 541-1970 (612)681-1720 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. ~ t AP I ANT/PERMITEE SIGNATURE ✓ ISS ED O IGNATURE i This request void 18 months from 13196 Date of this Request - /vA I, as L$.L)' 'censed Electrical Contracto ❑ Owner, do hereby re uest inspection of the above electri- cal wiring installed at: ~e ~t9 Esc) PJ1~ ,~qn~j yet ~ Street Address or Route No City~N Section Township Range CCounty~D~~ Which is occupied by Zllz~ 51*7 aA-) (Name of Occupant) Is a roughin inspection required on this job? No ❑ Yes, Ready Now ❑ Will Call)< Power Supplier Address f Electrical Contracto L/ Contractor's Lcense NX-Ys~ (C Name) Mailing Address lectric trac;or or owner Making This Installation) Authorized Signature Phone No. (Elite calR© OW or Owner Making This Installation) (('W This inspection request will not accepted cl the S ll((, ~VE DU State Board unless proper inspection fee is enclosed. Minnesota State Board of Electricity 19-54 University Ave., St. Paul, Minn. 55104-Phone 645-7703 REQUEST FOR ELECTRICAL INSPECTION n CHECK BELOW WORK COVERED BY THIS REQUEST 1319 6 Type of Bpilding New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ❑ ❑ ❑ Range ❑ Temporary Wiring ❑ Duplex ❑ ❑ ❑ Water Heater ❑ Lighting Fixtures ❑ Apt. Bldg. ❑ ❑ ❑ Dryer ❑ Electric Heating ❑ Commercial Bldg. ❑ ❑ ❑ Furnace ❑ - Silo Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Air Conditioner ❑ Bulk Milk Tank ❑ Farm ❑ ❑ ❑ List List Other ❑ El He ers y - OHereers , 11 COMPUTE INSPECTION FEEJft 0<_ ' =Entmnce ize: # Fee erS&'Sub eiders: # Fee Circuits: # Fee . 0 t0 Am eres 0 to 30 Am eres s. 1 to 100 Am eres 31 to 100Am res d'7) ps. Above 100 Amps11 Remote Control Circ. AM, m other fee u Special Inspection fee Remarks J/A TOTAL FE ~j 14,60 I, the Electrical Inspector, c!~Tf that ve ins tion has been ma (Rough-in) Date 7a ~9 (Final) Date /Z -7 This request void 18 months from ✓ Lot 1 Bik 1 PID Sewer/water permit # 24588 Plat UNITED STATIONERS Date 09/22/94 Receipt# C 23106 CITY OF EAGAN 1994 SEWER & WATER CONNECTION CHARGES EXISTING COMMERCIAL PROPERTY Sewer connection charges Water connection charges J SAC ($9 nit) Treatm lant ($348/SAC unit) Date previo paid Water perm surcharge 50.50 Receipt # Sewer permit and sur ge 50.50 Subtotal Subtotal Tap Tap I tat Sewer & water connection charges Pd. SAC ($900/unit) $7,200.00 Pd. Date previously paid 06/09/94 Receipt # 27405 Pd. Treatment plant ($348/SAC unit) 2,784.00 Pd. Sewer & water permit and surcharge 100.50 Subtotal 100.50 Tap(s) Total 100.50 yy .':n YxvluvN: tr:~ v •o-»ee. ~'tr~ a:v< h)A'd:y .:yy(..,. P" Y . '~'`~W4.e ~ .~E. F .......:................<„.e^: m `3~:::. c3:.tr..tr,.,.<.«.,.,..,.,..tr.~:.h f.c:. ~«:tr.« z:< s:.~~<~'.~j ...y , ~y e- e. . .3~.•.ke~>y,;;:a,.:¢f •)~•,kR•:~'$j~.: "1c'~ .-3~wr'a^>~; >,.2 .z •.°'-0: ..:s:tF;:: ~tr#~.. ,,.tr roaz:~:s>^.%..'. x. ~..~t::. ni>:.>..,~;. n3.~Ei~w: 3.tr.`~3'':~:'w.S*a39.. ti~k!~, >.r;, •,p.; r;_..•:,:..,.xvs,.z:~a83 ~<:<~zz>»,.,:~^..a.'~. .:.'~.x ^~o-~;i:~o-~R-,~,.E.: ;b`~f.:`Mn is .:'3sk.:~o..~2s^w~.-~~.,<s.:~:sx'°F°,~:'s<~.....•.~<.<,C..>aa"`^3~~>y..wMo-a: tr:: K. ;e~zx. ,F~..k .c.... :<n.. <r.;. •.A a. ~ K^:c. .yYfi~~.•.. Fn »F"..'tr :.tr.L<3iS: ,fir^< ~$(IK2ax:,v~4,;:y; 3vc~h>:<o->«. ~'Z..,>-•f$ 3'~~':.F'F. .d. ?e y, r Y^,. ~:t.'~~:wC'. n.tr~ .:~tr.tr:.tr'::..,.;,..H. s ~ > ~ ;r. ~y}'.,~,~: ~-o-..::*• v k8.^:. v.. tr. .:~:atr.~:er..:~ e < ~;l:'~£i,.x: z,.~o-~:r.:<ax?~~-?yY: v ~ :.„r•:si:<>_.:. 7tr~`^ xi iT. «`~.x:'"S. ^ .~h,?:E ~ 3•.. Y~>:i:sv:a;~a •tra s..tr..:: qz. =a Atr..; fvi _ . ter 2qQ v,€'`5e . py~/t i .trk..:tr~tz<w~.i": uitli I OFFICE USE ONLY Property owner UNITED STATIONERS PRV NO Address 1720 ALEXANDER RD No. of taps NO Phone no. 681-1720 Assessments No Plumber SEITZ BROS INC Waiver No PERMIT CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: BUILDING Eagan, Minnesota 55123 Permit Number: 023862 (612) 681-4675 Date Issued: 06/09/94 SITE ADDRESS: 1720 ALEXANDER RD LOT: 1 BLOCK: 1 UNITED STATIONERS P.I.N.: 10-80220-010-01 DESCRIPTION: Building--Permit Type FOUNDATION ,Building Work Type ADDITION ~ USC Occupancy' B-2 Zoning LI Building Length 210 Building Width 263 { Square Feet 59,080 X L! REMARKS: FEE SUMMARY: VALUATION $100,000 Base Fee $639.50 CITY SAC $800.00 Plan Review $415.68 TREATMENT PLANT $2,784.00 Surcharge $50.00 SANITARY SEWER $16,313.69 SAC $6,400.00 LATERAL BENEFIT $.00 SAC % 100 Total Fee $27,402.87 SAC Units 8 Subtotal $7,505.18 CONTRACTOR: - Applicant - OWNER: Vr\-ekS+d-iow-n JOHNSON, R L 25411970 *-I.- OHNI~ SON ONST 701 DECATUR AVE N 107 701 - .gE ATUR AVE N 107 GOLDEN VALLEY MN 55427 GOLDEN VAL FYI mn~ 45~2~7 (612) 541-1970 1-1970 I hereby acknowledge that I have read this application and state that the information is correct and ageoo to comply with.all applicable State of ton. Statutes and City of Eagan Ordinances. J i APPUCAN MITES RE ISSUED BY. SiGNATURE ' CITY OF EAGAN ~ ~~GMf~4 6 L~ ' 1994 BUILDING PERMIT APPLICATION 681-4675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. FPena applies: 1) wh en permit is typed, but not picked up by last working day of month h request is made, 2) address is changed or 3) lot change is requested once permit ed. Date A?Zl(L / Z / 94 Valuation of work Site Address:_ Elzz✓ AL-w-Y A-t-4pC42 V7, STREET SUITE N Tenant Name: (commercial only) UN~T'Jrt ~Ir~TIQNgr_,~~ LOT ! BLOCK SUBD. n e.' P.I.D. # -ff--- ~h; GD Sf a oe Description of work: The applicant is: ❑ Owner Contractor ❑ Other (Describe) Name U14 Clrip 05Z&T-1o rPhone ~D~~- 1726 Property LAST FIRST Owner Address I Za Abr-MNQOQ2 ?-P . y~ w ~STREET STE # City }~A'rC State ~N . Zip Company f=7, .~6+ m i? 1V 6om Phone 1511-^ 117 D Contractor Address 161 GIEt~FTI)e JIVE•1~'~°" License # Exp. City UDVD'F~I►~l ~/~kLlilF~ State tjMg zip rJ~ Company ",A. Phone Engineer a Name Registration # 'L2~003 Address (407 ~1VAc`. 41N(9T~h1 lat~1aF- `asi,~?li2oZ city I~IN~.AcPauS State MIDI, Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with 1 applicable St a of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: l OFFICE USE ONLY ` BUILDING PERMIT TYPE ❑ 01 Foundation ❑ 06 Duplex ❑ 11 Apt./Lodging ❑ 16 Basement Finish ❑ 02 SF Dwg. ❑ 07 4-Plex ❑ 12 Multi. Misc. ❑ 17 Swim Pool ❑ 03 SF Addition ❑ 08 8-Plex ❑ 13 Garage/Accessory ❑ 18 Comm./Ind. ❑ 04 SF Porch ❑ 09 12-Plex ❑ 14 Fireplace ® 19 Comm./Ind. Misc. ❑ 05 SF Misc. ❑ 10 Multi. Add91. ❑ 15 Deck ❑ 20 Public Facility ❑ 21 Miscellaneous WORK TYPE ❑ 31 New ❑ 33 Alterations ❑ 35 Tenant Finish ❑ 37 Demolish P 32 Addition ❑ 34 Repair ❑ 36 Move GENERAL INFORMATION Const. (Actual i Basement sq. ft. MWCC System (Allowable 1st Fl. sq. ft. City Water UBC Occupancy R 2nd F1, sq. ft. PRV Required Zoning L r Sq. Ft. total Booster Pump 0 of Stories / Footprint Sq. ft. Fire Sprinkler Length aio On-site well Census Code 1/29 Depth ? i On-site sewage SAC Code 30 APPROVALS Census Unit 10 Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ❑ Site ❑ Footing © Framing a Insulation ❑ Wallboard ❑ Final ❑ Draintile ❑ Fireplace Permit Fee 3 9, 50 veluoe9mc g QD Fsu~C,7 1 Surcharge ;0 Plan Review e License MWCC SAC ; e~ ~o k p City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. 2 "?Y 3'~8x Road Unit Park Ded. Trails Ded. Copies Other 3!3.69 Se,. a Total: SAC % /G/' SAC Units CITY OF EAGAN 1CP94 BUILDING PERMIT APPLICATION 681-4675 / c (0I l SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date 9 / /7 Valuation of work ® 4060 .hv Site Address: P 7oZo A/-EY,A-iUpAF--K AAJ STREET SUITE # Tenant Name: (commercial only) Urylr;', S7-/471owiEx LOT BLOCK L SUBD. uTk-,L~ P.I.D. # Description of work: D-e wlo L I ^Ft o n/ e c ISA-2K) 3 G The applicant is: ❑ Owner Contractor ❑ Other (Describe) Name L'/L) /'ru6 S rA-7riowcj~ S Phone Property LAST FTRST Owner Address / -7 a--r> ~Ck"X A-w D,!Zrf STREET STE # City ELs-`I,4 1-/ State /W IV Zip Company /Q-L S6Hiv56n/ Phone S`// /S 7a Contractor Address 7d I b E-c6-rv2 License # Exp. City c U w L4c 1/-e V State M,"V Zip Architect/ Company Phone Engineer Name Registration # Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this apPpplication and state that the information is correct and agree to comply with all appli ble State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: BUILDING PERMIT TYPE OFFICE USE ONLY i ❑ 01 Foundation ❑ 06 Duplex ❑ 11 Apt./Lodging ❑ 16 Basement Finish ❑ 02 SF Dwg. ❑ 07 4-Plex ❑ 12 Multi. Misc. ❑ 17 Swim Pool ❑ 03 SF Addition ❑ 08 8-Plex ❑ 13 Garage/Accessory ❑ 18 Comm./Ind. ❑ 04 SF Porch ❑ 09 12-Plex ❑ 14 Fireplace ❑ 19 Comm./Ind. Misc. ❑ 05 SF Misc. ❑ 10 Multi. Add'l. ❑ 15 Deck p 20 Public Facility 21 Miscellaneous WORK TYPE ❑ 31 New ❑ 33 Alterations ❑ 35 Tenant Finish 37 Demolish ❑ 32 Addition ❑ 34 Repair ❑ 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System (Allowable) 1st F1. sq. ft. City Water UBC Occupancy 2nd F1, sq. ft. PRV Required Zoning Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Code y9 Depth On-site sewage SAC Code o i Census Bldg , APPROVALS Census Unit _6 Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ❑ Site ❑ Footing ❑ Framing ❑ Insulation ❑ Wallboard ❑ Final ❑ Draintile ❑ Fireplace Permit Fe vslumcim: $ Surcharge Plan Review ISO License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: SAC % SAC Units C~TY OF EAGAN PERMIT 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 0 3 0 6 2 8 (612) 681-4675 Date Issued: 08/13/97 SITE ADDRESS: 1720 ALEXANDER RD LOT: 1 BLOCK: 1 UNITED STATIONERS P.I.N.: 10-80220-010-01 DESCRIPTION: (ROOFING) 0vil`din4"R,,ermit Type - MISC. Building W6-r-k Type REPAIR ,,~,Cens_us Code ~g 437 ALT. NONRES. i `s w6s a 'awuJ~k REMARKS: FEE SUMMARY: VALUATION $635,000 Base Fee $3,460.50 Surcharge $317.50 Total Fee $3,778.00 CONTRACTOR: - Applicant - OWNER: GRUSSING ROOFING INC 29350557 UNITED STATIONERS SUPPLY 4305 SHADY OAK RD 1720 ALEXANDER RD HOPKINS MN 55343 EAGAN MN 55121 x(612) 935-0557 I'hereby'ackn©wledge that I' Have "-re-ad this a°p¢1ationn,.and etate=th'at`,the information is correct end agree to comply'with all applicatsle State of Mn." Statutes- and City,of Eagan 0, finances. APPLICANT/PERMITEE SIGNATURE ISSUED B SIGNATURE' 1997 BUILDING PERMIT A F LI EAGAN CATION (COMMERCIAL) 681-4675 The following are required with appropriate certification for all new construction: • 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans; ale plans; landscaping plans; grading/drainage/erosion control plan; utility plan • 1 each: set of specifications; set of energy calculations; electrical power & lighting form; Spectal Inspections & Testing Schedule • Letter from MC/WS (phone #222-8423) indicating SAC determination • Code analysis indicating: codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq. R. per floor; type of construction (synopsis of construction components) & any occupancy or area separation walls; occupancy loads; exit synopsis with a diagram indicating exiling loads from each room or area, travel paths & all rated Q corridors; plumbing fixtures; and parking. DATE: G I y6. 3 I7 WORK TYPE: _ NEW REMODEL DESCRIPTION OF WORK: goo -r- gno l ySU~fr~/a'J/~ ~~,RO4Ahi:: ~ ~ 12im~~/~ CONSTRUCTION COST: 6 T</a9. oy TENANT NAME: u~/~ -~-IdN,61RS S&'IPA / (9, SITE ADDRESS: 1790 ,LFjC ~JJD~Ek A LOT BLOCK SUBD. I°A i /J f O1t,I, P.I.D. # PROPERTY Name: 6L77;. Q/ .~rAT/one 5 .;PP4y tfQ Phone OWNER FOS? Street Address: 17!~ O )CO, City: ~f~60A) State:X/f/ Zip: CONTRACTOR Company: e6cx5lt>al,~ Phone 93 b X57 Street Address: -113~05 Sf~Ad>' ~P~J city: Xa~ MAI-1 Zip:5'~5'3'4{3 ARCHITECT/ Company: Phone ENGINEER Name: Registration Street Address: City: State: Zip: Sewer & water licensed plumber (only if installing sewer & water): I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ❑ 01 Foundation 40'19 Comm./Ind. Misc. ❑ 21 Miscellaneous ❑ 18 Comm./Ind. ❑ 20 Public Facility WORK TYPE ❑ 31 New ❑ 33 Alterations ❑ 35 Tenant Finish ❑ 32 Addition ❑ 34 Repair ❑ 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MC/WS System (Allowable) First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. Census Code 17 # of Stories sq, ft. SAC Code Jo Length sq. ft. Census Bldg. i Depth Footprint sq. ft. Census Unit O APPROVALS Planning Building Engineering Variance Permit Fee Valuation: Surcharge ' Plan Review MC/WS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: % SAC SAC Units Meter Size Z. Wall flashing must be a General Notes: min. 8" above finished roof Install new Color- Install new 4" level. Metal wall to be Clad Perimeter cast iron drain 1) Remove roof membrane and returned to original Metal. Color to and properly all debris. Replace all wet appearance. be chosen by Sash, insulation with new. Owner. 124.00--H: 167.00 167.00 2) Mechanically attach Isocyanurate insulation to FM 1-60 O ~ttan~dardsl Solid mop V2" FB. f L rn 3) Sump all drains a minimum of Z „ 8'X8'. Build up areas between Section Section Section drains to facilitate drainage. rrF" , "D" , B„ 1 18,600 Sq. 150.00 25,050 Sq. ; 25,050 Sq. 4) Install Garland Modified Built- Ft Ft. Ft. Up-Roof System as specified. Rebuild all Expansion \ Joints as detailed and 5) Flood coat and gravel all roof 0 _ install new galvanized surfaces as specified. Remove Satelite 6) Mechanical equipment and I-Beam modifiactions shall be completed equipment by approved contractor, i supports. Section Section" Section 7) All units shall be properly ..E" Crr i "A" 29.00 15000 curbed and flashed as specified 18,600 Sq. ~ 25,050 Sq. ~ 25,050 Sq. Ft Ft. Ft 8) New Color-Clad perimeter and projection flashings shall be 66.00 installed at all areas. c W ' 9) Install new drains as required on a price per unit basis. 458.00 Raise and Install Garland install new 10) Remove roof-top equipment Omit Scuppers as Modified Built-Up- equipment and scuppers as directed by identified during bid Roof System and sleepers and owner. meeting. Flashings as properly specified. flash. Existing Roof System: 4 Ply B.U.R. TITLE: Roof Diagram Drawing c. Total Area: 139,314 Sq. Ft. COMPANY: UNITED STATIONERS SUPPLY CO. CREATOR: The Garland Company DATE: 10/20/96 TIME: 12:09:44 PM PG: 1 OF 1 PGS DRAWING SCALE: NTS P-03 U.NlTED STATIONERSSUpp, yCOMP PPP q~yy F OP SAL Dated 19th - day of JUNE 1997 TO: Mr. Darryl Slinde United Stationers Supply Co. 1720 Alexander Rd. Eagan, MN. 55121 RE: Eagan Facility Roof Replacement Dear Mr. Slinde: The undersigned ha Precedin9 ving familiarized contrac~ documents himself °Ompliance with said contract hereby with the labor, equipment documents, to proposes, in etc., and materials, dra furnish all on th to complete all yage tools the followin said work as supervision, g Pages at United herein specified 1) Install Stationers Supply Co. To Stress-ply E Modified Built-Up-Roof system Provide supervision, labor peCpfications roof project per projeCtls and si: I'"mP sum firm price: $ SIX HUNDRED FIFTY SIX THOUSAND SIX EIGHTY TWO AND 001100 H UNDRED ~ Stress-pl -00/100 2) Install To provide y Modified S uitt-Up-Roof System equipment supervision, labor, materials and specificationsxoof project per project P sum firm price: $ V -2 G' SIB{ HUNDRED G~ THI HUNDRED RTY TWENTY FOUR THOUSAND F R NINE AND 00/100-______^_ i ----------00/100 'land Detailed Specifications and Bid Documents Page 26 2006 COMMERCIAL PLUMBING PERMIT APPLICATION V CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date/ Site Address Unit # Tenant Name tS Former Tenant Name Property Owner t ~(/i l u 1 ( Telephone # (~51) tl~31 J _?c20 Contractor 1 aj f I~~r }l Address iL{ 1 j city ~ff,, State A06 _ ~ zip 55 J Telephone # (14 66 45cS Z- License # 5r.2-142M. Expires: JC~ f < The Applicant is Owner ontractor Other Work Type New Bldg _ Modify Space -Irrigation System** -Yes -No Work in public r-o-w /easement? RPZ _ PVB: ew - Repair/Rebuild _ Replace Remove Rain sensors are required on irrigation systems Description of Work To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to picking up meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 167.00 Domestic Size & Type Avg GPM Includes high demand devices? -Yes-No Flushometers - Yes -No PRV Required _ Yes -No Permit Fee $50.50 minimum (includes State Surcharge)) Contract Value $ x 1% _ $ ✓ V , li~ Permit Fee $ - - Meter(s) - Required on all new buildings & boulevard irrigation systems $ Radio Meter Read $ , 5D State Surcharge _ If oemdt fee is less than $1,006, surcharge is $.50 If oemut fee is more than $1,000, surcharge is $.50 for each $1,000 owed. Following fees apply when installing new lawn irrigation system . $ Water Permit Call the City's Engineering Department, 651-675-5646, for required fee amounts $ Treatment Plant $ Water Supply & Storage $ State Surcharge $ t JtJ Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a_permi; ut only an application foM lle_ and work is rrot to start wt tout a pennit, that the work will be in accordance with the approved plan in the ca 7 work iich re ew and a proval of plans. 12y2 L~YJ Applicant's p 7j d Name Ap lica s i is are T 11Ea vlEw FO / / y NE U4 1(IY I/M1 i ~y i % t('J/ / ~.,r /HV.SYM~ _ rxatY<b'E V r s, i / s+lrM1 I SE lia PO 1.07' ° L -1 _J /r}[ / '~lgd ~lyF L m ~ ~r~~Y W SITE LOCATION MAP / r; ePo c mn~ v e~~ ffc.iwr e.. zrx. xzta I .T TO ..lE cp, / Ikuvi View • o ~ •°a .N\ _ (r" ^9 linen ~6 / em's, .y_ 8 - ALEXANDER ROAD, Q dl Arl _ c ~ .SPY F4 0 ~Il#. ^ ~ ,e a~ ~YOar N,'yr~ of :o~ a a k • n . ~ s.v env r no/ .nas.-r:a/ AWk ^I ` SCALE IN' FEET MM~1y Idle n iP' a W11J0'W r ' ~ O `./P!D'e6 :l0/I /~YY/Teile 'W/M Y a rMlbfPS //C/1 /1Wk,lliPllf SP; (rlOf<pp OY :'1tg:5.•(P':^ 1 tleneGy certify M+e[ Mert e ro pelVquent 4ree for all eaea Onion tp 19~ for tlr 1e tlelcrlpeO on Wt. Olat Y R. L. JCHNS N 15T ADDITION on Nla_my of 197_. eolney Aualmr Dekote C.-: , Mlmewtn 0.rnent N r 1 M16by certify Vlat tnla Ilv[ o,t .vY M4 In We CMce Ot Wn ConH Rttoider for record on Nls_ Uey M 197_, ate a'cI lr M. aM was C Ly recarVeO In Ebpk of m Po9e m c-Rewrder Dako4 nty, Mlmesom SCHOELL E E N 0 1 N E E R 6 / /MEADOW VIEW ROAD UNITED 'STATIONERS ADDITION IPA 1EET ,add ✓A v.,. / hl. / nAI SITE LOCATION MAP s~1 % T~% Ir ^ i• 14 / Pte!' f~/ : i, r 7' : i"' s I~ ~ q+S ~4 ~Ti ~,r: ~~wy., `•R~si;~. ' Easements to ~ be Vacated That part of the utility easement in Lot 1, Block 1., UNITED STATIONERS ADDITION / e t s aA as dedicated on the receded plat of UNITED STATIONERS ADDITION described as ;a follows: Commencing at the intersection of the southwesterly fine of said Lot 1 with the ; b northwesterly line of said utility easement; thence on an assumed bearing of North 51 degreer 48 minutes 59 seconds East, along said northwesterly line a y ' t n (o •r A' / distance of 138.63 feet; thence South 38 degrees 11 minutes 01 seconds East' Q i r+~ ~a / i a~ AA C;e ti~ / sr.,7r a distance of 9.0•) feet, to the point of beginning of the vacation to be described; thence North 38 degrees 11 minutes 01 inches West a distance of 9.00 feet to the rodhwesterly tine of said utility easement; thence North 51 ,d+rnn . Sri' j degrees 48 minuses 59 seconds East, along said northwesterly line, a distance of 141.00 feet; Chance South 48 degrees 09 minutes 51 seconds West a : distance of 141.29 Teel, to the point of beginning. .r'! \ _ ''t~' I ~/I That part of the drainage easement in Lot 1, Block 1, UNITED STATIONERS ~~I \ %h ` ~ ADDITION, as dedicated an the recorded plats dUNll'EO STATIONERS ADDITION and R L. JOHNSON 1ST ADDITION described as folows: Commencing at the intersection of the southwesterly line of said Lot 1 with the ,r southeasterly line of said drainage easement; hence on an assumed bearing L I~,Fy' ` of North 38 degrees 47 minutes 00 seconds Egat, along said southeasterly line, a distance of 135.00 feet, to the point of beginning of the vacation to be ' •AADSON, INC. described; thenca continuing North 38 degrees 47• minutes 00 seconds East, EASEMENTS TO BE 'VACATED along said south easterly line, a distance of 45!30 feel to the easterly corner of said drainage easement; thence North 51 degrees 13 minutes 00 seconds West, along the.Torthesslerly line of said easement, a distance of 14.00 feet; thence South 38 degrees 47 minutes 00 seconds West a distance of 45.00 feet; thence South 51 degrees 13 minutes DO freccnds East a distance of 14.00 --feet, to the point of beginning. I- y I Fuse I _ -7 City of Ea~~~ Permit# ~7 ~l 3830 Pilot Knob Road j Permit Fee Eagan MN 55122 Phone: (651) 675-5675 Date Received: l ~02 Fax: (651) 675-5694 Staff. 2008 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION- " nnr~,~ pp Date: //r' Site Address: Tenant: Suite PROPERTY OWNER Name: &,L t ` Phone: Address / City / Zip Applicant Is. Owner Contractor TYPE OF WORK_ Description of work- A~ a_cC.O 4o Construction Cost SC' GO Estimated Completion Dated CONTRACTOR Name: _License C.t-Vs Address LYE, 1,6 4(ilCLc1 City: / ~t~ %)16Z 1 State lmJ 01 zip: ~5 l Phone Contact Person FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads _ New _ Fire Pump _ Addition Standpipe Alterations Other Remodel Other: DESCRIPTION OF WORK: Commercial _ Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ xj% - If Permit Fee is less than $1,000, surcharge is $ 50 60. Permit Fee ~ - 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). $ O s TOTAL FEE 3/4" Displacement Fire Meter - $183 00 $ Fire Meter $ TOTAL FEE `Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used 1 hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes: that I understand this is not a permit, but only an application for a permit, and work is not to start w¢hq a,pe mb, th-1 the work will be in accordance with the approved plan in the case of work which requires a review and approval of 7~V~l I x/~~Z k_ r b l x 1( Applicant's Printed Name c II f)F(- Applica 's ignature ,fdR`bm V9 WG a k`'- ~ ` +~y.It~` t.r} dv t ~~1 W' *`:IM F111-1-`'Y` 1 4 na^ w ; 21 All HydrQ~tatic ` ~,Fl~.w Iarro Drain Test £ Rough in. ` c .r _Trrp ; , 4 Pu#~~'Lasi + GEntrak'5Yatiofl Final - ONodit;opsoflssuartse i it ~ ~.1' e s; 9 x ; le, 5 zig} rl t ki Y ,a~ t 11 "21 To OGN9 ~i d 96a Al From ¢ e- S ■ / ' $■htart e I )20 /J~P~dn~YP~ IOC Vbr yr`~} ~{a7~;GhPrf ! r (O / Date G t9 B~n I/~e e'on7 ae4or -fop -la;S ee{ X Ir ~ L's fh f /h {J~ar_ wep. 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Tub ~ ?mow. 9 ~ ~9 ~ I o t r ~,p°'^C r f~~ n~ z e ma~u a ~v ~ _ ~ ~ ~ as D v o ~ rr 11 ~ N ) ~ C ~ 5t -0• Sri ~.w - ..rv... ~ I ~ ~ r r~ 9 ~ ~ ~ a ~ 5; , ! ~ ~ ~ r~~ ~ ; : o~ , ~ ~ ~ ~ ~ v, a ~ ~ ~ NC,~ F fig. a. m , '1 s w G v,y-.;, , - o < ~ ~ n a s p ,a n"~~~ n, _ _ b ~ Use E or BLACK Ink ~.....~....,..._...,».,......4 For Office Use t fJ City of Eap 1 Permit Fee: / 3830 Pilot Knob Road ► Eagan MN 55122 # Rafe Received- Phone. (651) 675-5675 ~ t SfafF: Fax: (651) 675-5694 L.......,-r-®__rm-d 2011 COMMERCIAL PLUMBING PERMIT APPLICATION Date, 11/2/2011 Site Address, 1720 ALEXANDER ROAD Tenant: UNITED STATIONERS Suite PROPERTY OWNER Name: UNITED STATIONERS Phone: (651)681-1720 CONTRACTOR Name. RAY VIN ZANT PLUMBING License 065956-PM Address: 1541 CARROLL AVENUE ST. PAUL State: MN zip: 55104 Rhone: (651)233-3519 JAMESVINZANT@YAHOO.COM 'TYPE OF -New _Replacement -Repair X Rebuild Modify Space _Work in R.C.W. WORK Description of work: MANDATORY 5 YEAR OVERHAUL COMMERCIAL PERMIT TYPE Ne-w Cc,- `rig +io! P r , . } :sf ii!! s -fit' E2 f required unfess smaller ~-ze- 2V wed by F E . jefs~Yri .,nos Domestic: Size & Type Fire: a€c, GPM High demand devices? Yes No Flush®meters -Yes No C t MMERCIA-1 FEES: $55.00 Minimum includes Siam Surcharge) OR Contras V a,ur- ~ x 1 50.00 weft Fee Required on ALL new buildings and boulevard irrigation systems 4 Radio Meter Read 1 the Permit F-ee is less than Gthe s,arch3€ge .r 5.f3O =,S y t,Referls} t the P A 'R ° , $ t5V 5U _ {_'},St ~'j( 3~'iP ~ x~'v3:[~ !A• i=~A.z. a e _ r- .a,, 5.00 State Swr-tiara Following fees apply € hen installing a now lawn irrigation, s, ~-,cem. S vVater Pe€nizt f v = fr-o r ring D@-- _-rtr znl i4 T x !n- 7,6 , `Gr required `ee a iou€Vs- t - $ State Surcharge TOTAL FEES 55.00 CALL BEFORE YOU DIG. Gar Gap,; f Mate One Cali at (651) 454-1,0,3 `or rotecto n aya nst underground u€ 'i Y « t ad r , tea: r eic ° r d:. - I _ ( , u • €i t E: €s Ems. P6 a. t F iF t ; . . ' - ..cf' F qu:ras _ a,€,i approvaf o-p,*7s. JAMES VIN ZANT x fA- s ?rated Na=me A~T Ucanf.`s- FOR OFFICE USE ApprovaY6 Sy: Bated i equired inspections: Under Ground Rough-`rr Air "east Gas Test -Final PRR! Required, ~ Yes No Use BLUE or BLACK Ink - - - - - - - - - - - - - - For Office Use CV ~yAT j I Permit / 71z9 City of Egti v 3830 Pilot Knob Road Permit Fee: , Eagan MN 55122 I ~"~z I Phone: (651) 675-5675 I Date Received: 'Z I Fax: (651) 675-5694 Staff: 2012 MECHANICAL PERMIT APPLICATION Please submit two (2) sets of plans with all commercial applications. Date: 9 /1 1•~ Site Address: 17,Z6 Al exal7a~l Aa~t Tenant: V/1 Sf`.I~i~ h Suite RESIDENT OWNER Name:L155C,u , skin n 1&z'4,-r;e1W Phone: ~{~-w%C7afro/ Name: L-1,,4'evl S Uir~~ i7~e°5 Cr.E License CONTRACTOR Address: iw G'F~ S City: l©oyr State: x Zip: l'~d Phone: v2 ~ - ~ c>~7 Contact: 60Lg E/le~c~cSvs~ Email C -le //1 c1,S&d7 r Dt~ e7 t~? s ~'~na New ~ Replacement Additional Alteration Demolition TYPE OF WORK Description of work: < _Ze ~~r 5 NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENT/AL COMMERCIAL Furnace _ New Construction _ Interior Improvement Air Conditioner PERMIT TYPE _ Install Piping _ Processed _Air Exchanger Gas Exterior HVAC Unit - Heat Pump _ Under/Above ground Tank C- Install / Remove) Other kRESIDENTIAL FEES: 0 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) 00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) $ TOTAL FEE MERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) OR Contract Value $ :?el x1% $60.00 Minimum (includes State Surcharge) _ $ 7~3 - If the Permit Fee is less than $10,010, surcharge is $ 5.00 Permit Fee - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee 610 Surcharge (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) $ 7 ~4`f TOTAL FEE 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..qopherstateonecall.org 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 Ll~noL ~'~'r2 zZG@- t Applicant's Printed Name x Appii ant's Signature FOR OFFICE USE Required Inspections: Reviewed By: Date: i Underground _ Rough In Air Test Gas Service Test _ In-floor Heat Final HVAC Screening r . , i For Office Use (I pttY .'Su�4z3 Int,, Permit#: / O ,l� •• • rt i ,i � Permit Fee: z EAGAN ._ ) �` „C bbii. g7 Staff: --J SUN 0 4 2019 Payment Recvd: Ye No I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I 651 675-5675TDD:(651)454-8535 FAX:(651)675-5694 Y I ( ) I l I Plans: Electronic )\ Paper Plan Submittal: eplans(acitvofeagan.com L wlN • qr 2019 COMMERCIAL BUILDING PERMIT APPLICATION (— 11-- 06/04/2019 1720 Alexander Roads Ea44..a Mn/ SSl2 Date: Site Address: Eagan Essendant (Staples) - Tenant Name: (Tenant is: New/ ✓ Existing) Suite#: Former Tenant: N.A. Name: Staples - Ken Pargett Phone: 402-630-1734 Property Owner Address/city/Zip: 5823 H Road, Nebraska City, NE 68410 Applicant is: Owner ✓ Contractor ' Type of Work . Description of work: Interior Fit Up y Construction Cost: $90,000 Elder-Jones Name: License#: 1120 E. 80th Street, Suite 211 Bloomington Contractor Address: City: 4� % MN' 55420 (952) 345-6031 State: Zip: Phone: e 7-,7-,.-15 ,--.5.-7,-,-. W*” Brandon Kyllo brandonk@elderjones.com Contact: Email: , Vanney Associates 16907 Name: Registration#: = 55 East 5th Street, Suite 750 Saint Paul Archttect/Engineer Address: City: State: MN Zip: 55101 Phone: (651 ) 294-7612 W "5 Z Contact Person: Todd Gabriel Email: todd.gabriel@vanneyassociates.com Licensed plumber installing new sewer/water service: NA Phone#: NA NOTE:Plans and su„ rtin g documents that rmat ins nno S you submit are eortsfdered io be pcalfflc ► , r �„ or e ' " ' = fie classified as non;Public if you provide specific reasons that would permit the City to conclude: t are gaits ;,;- ,�3 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.citvofearian.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.cioaherstateonecall.org 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 with• t 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 plan / X Lucas George X �� Applicant's Printed Name App' 'nt' rigna 4 re ' DO NOT WRITE BELOW THIS LINE / 0-3'- _ SUB TYPES / `-7 c) i.o(pk d --d, 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 90/ODS. Occupancy B� S.1 MCES System ✓ Plan Review ✓ Code Edition 215 A4bC SAC Units O/ -r=Tl£Z- (25% 100% ✓) Zoning �"..-1 City Water ✓ Census Code Stories / Booster Pump #of Units O Square Feet PRV #of Buildings / Length Fire Sprinklers I/ Type of Construction .X•8 Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier t/ Erosion Control V 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 ✓ Final/No C.O.Required Final CIO Inspection: Schedule Fire M hal to be present: byes No // Reviewed By: , Planning New Business to Eagan: No Reviewed By: etorfG , Building Inspector FEES Water Quality Base Fee 91317S-- Storm Sewer Trunk Surcharge `Ts °'r' Sewer Trunk Plan Review 6 3 8 .I Water Trunk MCES SAC — Street Lateral City SAC Street S&W Permit& Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: * /4.41.741 Page 2 of 3 MCES USE:Letter Reference: 19061864 Address ID:4825 Payment ID:422202 Date of Determination:06/18/19 Determination Expiration:06/18/21 Greetings! Please see the determination below. Project Name: Staples Project Address: 1720 Alexander Road Suite#/Campus: N/A City Name: Eagan Applicant: Lucas George, Elder-Jones Special Notes: None Charge Calculation: Warehouse: 227,161 sq.ft. @ 6950 sq.ft./SAC=32.69 Total Charge: 32.69 Credit Calculation: United Stations(non-conforming GSF 06/94)+Warehouse (Grandparent 1972) Warehouse: 227,161 sq.ft. @ 6950 sq.ft./SAC=32.69 Total Credit: 32.69 Net SAC: o = 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at:toni.janzig@metc.state.mn.us. Thank you, Toni Janzig SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North l St. Paul. MN 55101-1805 Phone 651.602.1000 I Fax 651.602.1550 I TTY 651.291.0904 I nietrocouncil.org METROPOLITAN Eq;r,�/ )44/Iurr. , Linpl%r.er C O U N C I L For Office Us Permit#: 7Y0- 10 EAGAN 0/.4 , Permit Fee: Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 V Kec Payment Recvd: Yes No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 I Email: buildinginspections .cityofeacian.com I Plans: Electronic _) lectronicPaper Plan Submittal: eplans(c cityofeagan.comRECEIVEn JUL 052019 2019 COMMERCIAL ME LAICAL PE MIT 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: 7/1/19 Site Address: 1720 Alexander Rd. Tenant: Staples/Essendant Suite#: 200 Owner Name: Essendant Phone: 651-681-1720 Address/City/Zip: 1720 Alexander Rd. , Eagan, MN 55121 Name: ARI Mechanical Services, Inc. License#: Contractor Address: 9201 E. Bloomington Frwy, Ste A City: Bloomington State: MN Zip: 55420 Phone: 952-884-7140 Contact: Don Bergquist Email: dberg@popp.net X New Replacement Additional Alteration Demolition Type of Work Description of work: Install Mini Split A/C Unit NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. COMMERCIAL New Construction Interior Improvement Permit Type X Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank ( Install/ Remove) COMMERCIAL FEES Contract Value$10,000.00 x.015 $60.00 Permit Fee Minimum $75.00 Underground tank removal, includes State Surcharge =$ 150.00 Permit Fee $ 5.00 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 155.00 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.citvofeagan.com/subscribe. 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 It 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 apprpval of plans. Donald Bergquist x A L Applicant's Printed Name Ap cant's Signa ure FOR OFFICE USE r! Required Inspections: Reviewed By: Date:�l Underground Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening Lilo ChecK---- r For Office Use i e Permit#: / IQ'9 4: : ::Fee: .0o 011 si•• flEC t VE j Payment Recvd: Yes No 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 JUL 0 5 2019 � Plans: Electronic Paper buildinginspectionsCa)_cityofeagan.com alb 2019 FIRE SUPPRESSION S IT APPLICATION 74-/52* AkCylecKribtal_ IdDate: 3 � `� Site Address: 14 Q�. Z% Lev i-l d Tenant: S Chess Suite#: 0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Sv 'Y"Y .( D QEF Name: Phone: € Yc A Address/City/Zip: A.•licant is: Owner Contractor resp, , ltaf p 3 4 �V�� =6/1_, �S'1N �,� � ��. x 4.,x�j�� .;s:� Description of work: tegligglir ; Oa. V Construction Cost: IZIO Q .00 Estimated Completion Date: YY gt r kx3 9Name: '%!-z,.. _ _-• 10.46. License#: • F*�`, �Y� Address: 30t 'aQJL JC City: ....4... r eM4`� 3State: Ma Zip: _mss3a Phone: 4SI- Sift- 330o _?�q�,� �� Rg,,,R�z y ngi-o c ::r: Contact: _1 wrtb Email: /4. DV ogao 4: rT..•-.... ,• 's ICttt.01 FIRE PERMIT TYPE WORK TYPE Sprinkler System(#of heads 3) New Addition Fire Pump Standpipe Alterations Remodel Other: Other: 4. DESCRIPTION OF WORK: X Commercial Residential Educational I FEES Contract Value$ g000'O x.01 $60.00 Permit Fee Minimum h =$ 6.0,00 Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 1• S Surcharge $100.00 Residential New (includes State Surcharge) =$ G/. SO TOTAL FEE . =$ Fire Meter siortif. dt ,�. ✓n 3r, < : `4 �€ f3: li ;;,44f9.0 =$ 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.citvofeaaan.com/subscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start with it;that the work will be in accordance with the approved plan in the case of work which requires 'ew and approval of lans. X N` //1714z 0 Applicant's Printed Name nt's gnature I h ,90er ✓a,...sa:,e.:R<✓.�.�wve.KiE'NKa:BXw:sixi"' .'�S:Ua.&YritlF:x>Ha'Fikea%%nf.'tuwT.v,�rrtG;KV.(frWa<hnxrotiG:.aYce�Y.w.�vwCszx'mx:<'ax39flUFA+6zs�.eXt'aea'¢'/iMaAe.'aRAYzaxvKa+.tu[s'.N�v�euewn.s;:x�::Kex�ti.F.:,ew,xe)iG:4Y.Met.w.H.w'aca.osxa WG:.'1a'a:Ka:.bs:uec.:.+s«.'.k,R r<.nxa,�.F::,..< a.d.avuna<we?,ti:in:+h+C.uau u.,.�,ewa'..4e�u...✓E�...>-.-.s ;P..<,aar�u.�:a e>.¢.WueoLra:.w.�.�-:<y' i' FOR OFFICE USE t REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station XFinal Conditions of Issuance: g k f k Permit Reviewed by:r'. Date: 7, e- , ` 7 ,, aa „c.,<:.z.s,..�.,� sa*au»«<s:x'ns�.vuc:ass�ezai:aersi..�:�'>�ssaracr:mma:ss�'. r�:^ .muas�•.srnxwu::>.,�sa�awa.ea+;=ax:.w<ms+��..;ro�r�.�<>xaw s�aya.x�.,,.F ue,a..:.;:.ew.,, �w x:•«.w_,,:,,::> „F. ,:Y>,.. � ....., ...,...;:,.<,x„ : a-:_: ,s.ti.,M... ., �� ........ �,�......,..,.. ,.,... • FE AGA Nor Office Use „ +F s Permit#: ��CIO / o a a d p Q c/ a a + (1/ C lid 0 (v/ Permit Fee: LJ hm.e� Ro,vn Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 rPayment Recvd: _Yes No (651)675-5675 I TDD; (651)454-8535 I FAX: (651)675-5694 Email: buildinginspections@cityofeagan.com Plans: Electronic Paper t Plan Submittal:eplanstc7icilvofeagan.com 2019 COMMERCIAL PLUMBING PERMIT APPLICATION El 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: 10/15/2019 Site Address: 1720 ALEXANDER ROAD Tenant: ESSENDANT CO. Suite#: Property BRYAN MCCOY651-855-4463 Owner Name: Phone: Name: HARRISLicense#: PC642310 Contractor. Address: 909 MONTREAL city: ST PAUL State: MN Zip: 55102 Phone: 651-602-6539 Email: THAELTERMAN@HARRISCOMPANY.COM New Construction Addition Modify Space Replacement Repair ✓ Rebuild Work in Right-Of-Way Description of work: REBUILD RPZ Type of Work Irrigation System LT yes/ no)(�RPZ/ PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required—Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices? Yes_No Flushometers Yes No COMMERCIAL FEES Contract Value$ x.015 $60.00 Permit Fee Minimum $ 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) Permit Fee $ Surcharge Surcharge=Contract Value x$0.0005 if the project valuation is over$1 million, please call Citi for Surcharge $ TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge _$60.00 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.citvofeanan.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 wit out a permit;th t the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Aift\ x TRACY HAELTERMAN % � �r 9 rnQ'D Applicant's Printed Name Ap i icant's • -- - Page 1 of 4