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3595 Kennebec DrCITY OF EAGAN 3795 Pilot Knob Road Eagan, MN 55122 PHONE: 454-8100 N°_ 5670 BUILDING PERMIT Receipt # Site Address Lot Block Sec/Sub. Parcel # ce Name W Address city Phone p Name u1 Address ~ Cit Phone u? WW Name Address Erect ? Occupancy Alter ? Zoning Repair ? Fire Zone Enlarge ? Type of Const. Move ? # Stories Demolish ? Front ft. Grade ? Depth ft. Approvals Fees Assessment Water & Sew. Police Fi re Eng. Planner Council Permit Surcharge Plan check SAC Water Conn. Water Meter I 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 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 PeMit # Date hoed permil"ee Plumbing Mechanical INSPECTIONS DATE INSP. Rough-In Final Footings Date Imp. Date Insp. Foundation Plumbing Frame/ins. Mechanical Final - Remarks: CITY OF EAGAN 5795 Pilot Knob Road Eason, MN 551n PHONE: 454-8100 BUILDING PERMIT Receipt * -- c. To be wed for INT. FOUNDATION Est. Value 81,400 Date March 17 , 19 83 Site Address 3595 Kennebec Drive Erect p Occupancy t ¢'y Lot A I Block 0_ Sec/Sub.A11W Alter ? Zoning I-1 Parcel # 10 40040 310 00 Repair ? Fire Zone NA l E II id T n arge ? ype of Const. W Name Northern States Power Co. Move ? # Stories zz Address 414 Nicollet Mall Demolish p Length city Mpls. ph,,,,. 459-5580 Grade p Depth Sq. Ft. o Name Owner PLpProvals ~ Address Assessment _ ~ P Water 8 Sew. city hone N°n1e Pol ice j Address Fire Eng . City Phone w Planner 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 Ordinaries. Council Bldg. Off. _ APC Signature of Permittee North A Building Permit is issued to: all work shall be done in accordance with Building Official N° 7840" Fees Permit [ 3 .7 V Surcharge 1.00 Plan check SAC Water Conn. Water Meter Rood Unit Total $24-s') on the express condition that Statutes and City of Eagan Ordinances. Permit No. Permit Holder Misc. Permit No. Holder Plumbing H.V.A.C. Wall Water Disp. Sewer Electric Inspection Date Insp. Other Footings 3 Foundation Framing Rough Plbg. Rough HVA Insulation Final Plbg. Final HVAC Final Water Describe Location: Well Sewer Pr. Disp. ?? CITY OF EAGAN Include 2 sets of plans, 1 site plan w/elevations & v BUILDING PERMIT APPLICATION 1 set of energy calculations. To Be Used For + Valuation Date `7 Tom. / ?T Site Address 3sq3 N 2ekc t'i(V e, OFFICE USE ONLY Lot A- Block Sec./Sub.g-L? Erect Occupancy Parcel #: IV 10Dt{D DID ©C) Alter _ Repair Enlarge Address: City/Zip Code: Move Demolish Grade Zoning Fire Zone Al Type of Const. j .74r N # Stories Front ft. Depth ft. Phone #:? / - S5 APPROVALS FEES Permit Contractor: ; i ,- i' ??c Assessments T.4ater/Sewer Surcharge Address: Police Plan check City/Zip Code: Fire SAC Phone #: Address: City/Zip Code: Phone #: Eng. Planner Council Bldg. Off. APC Water Conn. Water Meter Road Unit TOTAL f T? CITY OF EAGAN ? BUILDING PERMIT APPLICATION To Be Used For P Valuation a,a-?0 Site AddreSS Include 2 sets of plans, 1 site plan w/elevations & 1 set of energy calculations. _ Date d OFFICE USE ONLY Lot Block Sec./Sub. Erect L Occupancy T Parcel #: A2 ?R 046 Address: City/Zip Code: Phone #: Contractor: Address: City/Zip Code: Phone #: Arch./Eng.: Address: City/Zip Code: Phone #: Alter Zoning 1 I Repair Fire Zone Enlarge _ Type of Const. Move # Stories Demolish _ Front ft. Grade Depth ft. APPROVALS FEES Assessments Permit Water/Sewer Surcharge r k l Ch Police ec P an r Fire SAC .1,A Eng. Water Conn. Planner -Water Meter Council Road Unit -- Bldg. Bldg. Off. APC TOTAL CITY OF EAGAN *T 7846 O 9795 Pilot Knob Road Eagan, MH 55122 lr PHONE: 454.8100 BUILDING PERMIT Receipt # To be asad for INT. FOUNDATION Est.Volue $1,400 Date March 17 _ 19 83 Site Address 3595 Kennebec Drive Erect ? Occupancy Lot A Block Sec/Sub. RLS 4 Alter ? Zoning I-1 Parcel # 10 90040 010 00 Repair ? Fire Zone NA Enlarge ? Type of Const. II N W Northern States Power Co. Name Move ? # Stories Address 414 Nicollet Mall Demolish ? Length_ b Ci Mpls. Phone 459-5580 Grade ? Depth Sq. Ft.- o Name Owner Approvals Fees o" u Address Assessment Permit 23. 0 ? city Phone Water 8 Sew. Surcharge 1.00 rc Police Plan check Fw Nome Fire SAC ?Z Address Eng Water Conn 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. Planner Council - Bldg. Off. _ APC Water Meter Road Unit _ Signature of Permittee North. A Building Permit is issued to: all work shall be done in accordance with Total $24.50 on the express condition That Statutes and City of Eagan Ordinances. Building Official CITY OF EAGAN 9795 Pilot Knob Road Eagan, MN 55122 N2 5670 PHONE: 454-8100 BUILDING PERMIT APPLICATION Site Address Lot A Black. Parcel # 10 Sec/Sub. 010 00 Receipt # Erect )b Occupancy Alter ? Zoning _l, Repair ? Fire Zone Enlarge ? Type of Const. ii N Mays ? # Stories na Demolish ? Front na ft. Grade ? Depth na ft. Aoarovais Fees of Name Northern States Power Co. 414 Nicollet Address city s Phone221-4485/221-4401 Name ame ?0 U Address ~ City Phone Name Z _z Address 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 Statute's.and Citv of Eaaan.Ordinahces. Signature of Permittee A Building Permit is issued to: all work shall be done in acco Assessment Water & Sew. Police Fire Eng. Planner Council Bldg. off. 3/28/80 APC Permit 1L. VU Surcharge 1.50 Plan check n /R SAC n /a_ Water Conn. nIn Water Meter nn/a Total 13. 5n t.PC Pnwpr G, on the express condition that State of Minnesota Statutes and City of Eagan Ordinances. Building Official EAGAN TOWNSHIP UI ING PERMIT Owner ..??? .. . ........ . Address (present) ... .... l". . Builder ............... . ... . .................................................. Address DESCRIPTION L/ N° 3178 Eagan Township Town Hall Date /.....: _:...7...3 ............. Stories To Be Used For Front Depth Height Est. Cost ermit Fee Remarks LOCATION J Street, Road, or other Description of Location I Lo! I Block I ,-r Addition or Tract This permit does not authorise the use-of streets; roads, alleys or sidewalks nor does if give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safely, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE EP N THE E WHILE THE WORK IS IN PROGRES . This is t, certify, !hal._9 ... .... . .................has permission to erect a._G ....-upon the above descr' d premise subject to the provisions of the B 'Id 7gr ante for a on Town ship adopted April 11, 195 ............................ .. ............................................... ........ Per - .. .. .. . .. Board_ .............. airman of Town. ..... . Building Inspector actor MASTER CARD LOCATION OWNER STRUCTURE AND LAND USED AS X ' r , ?h Permit No. Issued Issued To Contractor Owner BUILDING PLUMBING 7 3_ CESSPOOL - SEPTIC TANK WELL ELECTRICAL HEATING GAS INSTALLING SANITARY SEWER OTHER OTHER Items Approved (Initial) Date Remarks Distance From Well FOOTING SEPTIC FOUNDATION CESSPOOL FRAMING TILE FIELD FT FINAL ELECTRICAL HEATING DEPTH OF WELL GAS INSTALLATION SEPTIC TANK CESSPOOL DRAINFIELD PLUMBING WELL SANITARY SEWER Violations Noted on Back COMMENTS REVISIONS STAI'1 ORi ReViSIONS GEN4~RAL NOTE . A A~D~D U~cRO.F~R.. D-Z) UtaC,RO.FDR, (.LOCATION OF BENCH MARK FOR GRADE ELEVATION u ES, ARKERS uTES,MAF3tCERS "S AS OQ-%%%Eo "TEMPORAR i Lt' -TOP OF HYDRANT' NORTF{ OF 5 SlGF1S A50UTt.IPIED ~ TR®ET SHAWNEE. ONKTENNEBECDRIVE, wEST SIDE. DMIN•RMS OATE•~11~y ~ N IR H .742,_Ct 230 - FROM i E.RSECTION. ASSUMED ELEVATION C}qK°D-.1N.~' i ~ OF BENCH NIAR 15 ??13.24 1 RMS OATE-VI/7v AN. Or K ~ 929 ADJUS'TME.NT E•iw~€~(A) tos, (Al CERT. - II LIN T II KV LINETO APP'D ~ CERT.- 4KV E 0 S 2.AREA ENCLOSED 13Y.FE4dCE AND EXTENDIN(; 2.0 ~ g-~q- 6LACK DOG SWTNTOWN OUTSIDE, GRADED AND SURFACED WITH CRUS44E® ~~~,gq 3.ry.~ 3--74- - 7y ~ ROCK OR GRAVELTOAFINISHEO (;BADE ELEV• OF ~~m7~-"F~e~~os y 77(0,33 IN 13.$KV SUB AFTER ANO ib?.33'IN ItSKV AREA FtIMEp.. ~~b= ~9sy- ° 6®~ 3.SU8STA?10N .AREA SURFACED VdIT44 4° OF ~'~CLEA4d 81AI~ED TEI.CA,R~ LED - 3-1br-,74 'OF-D TEL- Cta,P 2iG,'. 0 225-0 16;0 0 CRUSt~ED ROCK EXCEPT AS FOL OW fAVYtON 51GN5 E vTeON S16QdS f TRANS. SLAG $ /~'Q A AN A<1D6T1 NA 2" OF RU E` R S ~ CA.TRE.NCFIMARKE4t5 I , T O L. H C Sh D OCK PLACED pWFS•RMS OATS-o•28•"W i REFERENCE l NE _ 40§~ OP OF NORP'1AL N• AR414Np SOnl1'CC61 OPER , CMK,D • ~ Rv-: Xc- 4, MARKER RMS'DATE-00-19- TOE OF NtdPLES AND MOTOR OPER. SWt'TCFi MECH'S E••?~l0(A > €,Co(A) •Q 19 18 17 Ib 14 !4 13 12 I! Id 9 8 7 ,sloPE 1 Z , , FAR ROTECT1o{~ GF OPER. PE~asOt~N~L. ~ ° 4° t4' 14'.14' Ila fW 110' S~F=O 300 34.0 p B)to OF CRUSHED ROC4i ON DRIVEWAY AN'D M081LE APP'DQ CERT- PROPERTY LINE c 15' ~ IS i4° 14' ~ 14' . w' tw I , - 9 1 4- 3 CERT- . M M ~ _ i M~.~.~z~_o N UNIT Pl~t~dSkt~tCs ARE.R' 1~ MAY..TO FI~tE 1N 3 ~ -'r Per~yT M4~ _0_~ _ - "•t` _;°-'-b°'~:_""""- - p----~~,e +~0 ~ LAYERS,COARSEON80TTOM~'OFtt~1F,O~y~'OP. GG`~'+ 9•u.vy . - - ~~b M4 MW MW O M4 M I M'€ M~ 'M2 MV~I - - M`1 ~1i~0 ~ - v1.wa.~ y.ii. ~y ~ C a I !I ~ 2G'O 28'0 N I 4. ACCESS DRIVEWAY 20LOwiDE WITH 3"CROWN AND r1LMED- 9"~ ' 3-tBC 500M M - - SURFACED AS SPECIF?Ep IN NOTE 313. L ADDED ~Q AI,CA. DIRECT ~ o ~ • 0°- M~ I ~ ~ i ~0 DDE-0 `2 R AM5, A5SOCIA UR1Al ip ! I ~ I - ~ TRAAIS,AS~CIA1'i~ B t H- -I - ~ i I I I 0~~M4 •o~ S.FENCE'1=01$IGW,VER'TtCALARM®ARSEDw?RE•TOP EQU1P,Se~OwlEp «,SWdw eo a a ( i ~ M41 g~PIPE I ! ~ I I €r s AND fo'-O HIGH STEELCFtAIN LINK FABRIC IN EXISTING BUSTLE o N~ ~ '1.6 ~TRANvr' ~I. ~ ACCOR ~ A AWD A 5TIW(B 5U5SIE AMD REPLACED 0 a I ~ - ( + A 3j DANCE WITH NSP APPROVED STD, 1(b) 8 Y REPLACE ~ STATIOs~ I & i 0 ~ 6 ~i TRANS AS t Q - I _C U8_ tit Its KV 0 ln.EXTERN LOA T C1UTlIWEO. iRkt4s AS 'U ME.D, rs • _ _ ' > C SU~r, $ ~ ~ ,n ~~v O L AL PDS ON USKV STRUC URE. NOl'TO E?,CEE.Q K ® IM6; ® i C ~ PER P4tAc' PER RASE ON LINE SoDC ANO 2000LF>5 ~ A SE ONTRANS, SIDE. AT 30 MAC ANGLE AND N~ DATEar 1$ •o~ I ~ ~ 138KV SU43. ~ i¢~ ~ Ir~uS ~ .•~,s,~i.. SHALT. MEET NESC FtEAV fit, $ Y LOADING CO€~DtT1ON5• c-i%FNA01 DATE: HAOI ~ o CD+~ CDC , ~ s kF ~ - ~ , EXTERNAL LOADS ON Ex7ENDED COLUMNS NOT TO CNK'D.DD~~ €d I ~ A 62~~1 ' ~ r ~ ~ C \ I EXCEE© 2000 L6S PER COLUMN AND VN'CERCJA<L APP'G QCERi; p.DeW &a,' 'C; f CERT, - ~ ~ ~ , Q LOADS DUE TO STRA?Nt BUSES N0-C 0 EXC. Y~ <!r^".a:.~ :•.x.15 M c ~ ~ 0=0- 403 ~ 3 ; rl qr~ ~'Ct~URCAP.$ OIBS. PEi~ PHASE NE~SCHEAVY LOADING E® l,$~~"'`~ Fe1os~ r-,.rte>~:~.... . •7 5 ,c.G~d./ FE ieoSo - Bev,. ~ s w~,a,.Tttr~P, ~ 3.1(C50OMCM CONDITIONS. FiIMEp 3- whs 4 M D 3- 4 0 CONT° ~o ~ AL.CA. DIRECT U I HSE, q 0~ -TOE OF SLOPE BURIAL 7,E>tTERt~tAL L0AD5 gN13.&KV S'TRUC'TURE. NOT TO - p~ ,~ru FENCE y EXCE.E'i~ 0 LBS PER, Ph ASE ON LINE SIDE AND ~o~ r4 ~M4 v, IOOOLBS PERPHA'SE, ONTRA~IS.S\C1E. AT 3OmMAX. ~ L_ o _ _ ANGLE, AND SFIALL MEET NESC HEAV`4 LOAC9ING CON0ITIOIeiS,EXTE.F?IaIAL LOP+pS AN E.XTE.t~1DE® ULTIidtA'CE FENCE ~ COLUMNS NOT TO Ex CE.ED 0 Lk3S PE 0 LIM ~ C L hl 1 AND INTERNAL LOADS pUE TO S-CRA4N PsUSES NOT T'0 ExCEECJ 0 LBS PER P1iASE NESC HEAVY PARt~1NCs i TOE OF SLOPE LO",DiNG CONDITIONS. ° AREA 1 6. U.G• POKIER DUCTS PA~a~a UPlDER FENCE. MlD4VAY ~ ETw ~ ~ B E,E.N TE.NCE POSTS ANDS WI.6E't~~ PO5518LE, I~.y4 0 NO'T LESS HAN 2'-l~ 6ELOW GRADE. _ pry- 1NDICA'SE.S•CONCRETE.NIA.RKEFi5FOR01REC'C _ _r_,_ ( ~ ~ P,UF,tED CA6LE_RUNS (E~DSTp. EE 1.050f)),ORDERED w/ 6Y FIELD. SLOTS AAINTED RED FOR POVvfER C raSLFS ~ ` CRUSHED ROCK 't COI+E.R (000V) AND UNPAINTED FOR Ti.LEPHONE ANila ~ 1. ~~iFr C,~AI~RAI ~ fl/ r _ CV~3i 1ZOL (:A;31"E~,.MAsrJ,'ei~.-.F25 PLAeCED ~j~(j MAXIMUM ~ ~ I`IOTE 4) FROM EACH SIDE. OFF C P~? EN E. AND AP .,OXIMATELY My - ~ 2oFT INTERVALS ALONG CABLa.. RC7UTE°, U5E F DISCRETIOIy IN SPACING ON LONG RUNS, I p 1 U 10. A[~ INDICATES"CAUTION°SIGN (NSP STOCK Il0'0091) ORDERED 8Y FIELD AND MOU TE T I N D ORt HE. FENCE ANO GATES Wi1ERE. IND4CATED,StCaNS FASTENED TO FABRIC APPROX. S`-(OFROM BAD- T P G CTO 0 OF SIGN. DRVVEWA`t ~ tl.~ INDiGATES`~CAUTION- E,URIED CABLE" SIGN ' (NSP STOCK ic0-0088) ORDERED FIELD ANO . BLACKTOP MOUN'T'ED EACH Si®E OF FENCE FAEiR4C, [TACK-TO-BACK APPROX. 3=(o FROM GRAD c T'0 TOP OF SIGN. ' !K, / I SIDE SLOPE t2,81AC4(TOP 70 EXTEND 20'-0 BEYOND NIGH ROINT p ~ 2" BLACKTOP OF DRIVEWAY, I No cROwN W A I A ~°cRUS1iED O ' ^ ° ~ °a' ROCK r 0 0 SI~E.c.aALNo°cE~ FoR Nlf3gilLE~P+ANSFORMER x . I 20'0 ~ I wN. M - ~ M, I.MOg1LETRAhISFORMFRTO B` FARtCED 1N POS T?ON Sk40 ROV0A. 9 ~ CONC. SEC'C1QN "A-~" T°B.M. El.'I1S.24' ~ I APRON. „q•• 2.HtGH VGL'CAGE LEADS CONNECTED OYER4iEA0 W1Tti HOT LINE N9 SCALE CLAMPS TO BANK LEAD. NE. TOP OF hYDRANT *j M~~ ~ LOW VOLTAGE LEADS CONIVEC.TED V.IHERE SNO,r~N ON ELEC. i LAYOUT SO OtL CIRCUIT BREAKER WILL REMAtN ?h6 THE MC. z IN E ' M`F ~ CtftCU1T. ~ 0 ~4• EBE°t', DRIVi:, 1 A FOR D M4 ®i3••° - K~g~N 4.ENTRANCETO COti~TROL H4USE. FOR MOB LE TR NS ME1i k M~ CoNTR©L eA13LE SwowN ON CONTROL HSE.DwG.NF•~®212° t9 s-`. _ ~ ,,,-',@' LINE ,N ~~C t 1,~ r,,, 1 - 0 _ QRA~AIN RE€ERE.NCE.e:, PROPERTY PLAT NFi-S°/TlQ - r.... _ _ ~ Dxi~. M DaFE{2 13 sfGHIFiCAMTH9fG96Ei? 19?! b260 - CONTOU6~ EGRAt?iNt*aLA<°OUT Nl•'d-/x005 10~~' R S ' ~ ° 4 !'..YB~s? W8f1 6f tiffi a t0ed6 mq diteet CHECKED ~t~ GPOU? 1 2 3 a 5 6 a ~ & t Its NV ELE.CTRICAv LA r041T'---sN,l NH-l~0(7°~ ~ ~,aa~ca~ a ~,€v , TFo i O "°~`GAN' c~ . ~ t3,8XV ELEC-cP,ICAL LAYOUT -st;.l-N~°~oo~3~ > ~ PdiD3.N0. E~~}~~ A GEDA~V~4E SUSS l N A tee . TF4 C4RCUIT£?IAGRAM.~_.~, NH-satDCD°ti ; ~e~ PF°aacExi. TEL.CO. UNK ~ ~~iR0k3t~Dlt~6 LA°60L1T-•--= NF •lQ0319 c~,v~<~~^ LINE TAP tr. ~'P t*E Y UT NH• 4,?i3 /-;o-? r°~• , Q ~ 0 NC~E LAO 323 1°' ~t?CA'~4®~S PLAN h ~ 13.EJ115K11 YA~tD ACCESS 'sTE.PS NN (~81 y $ , KdLMEC - G - a0 gREV. t~._ QRTERDJ S'fA'€ES PE9F#ER C0~lFAlilY SCALE I" :.40•R RE4'. (q E~GIAVEEAtfilGCEPART0.4ENi pp~® [ s~ A4INYEAP0613 p p ° a~3lJ ~ ~ G,~ - ~ 1 . - ___W:c.._.,_. ~a__.._.. - ~._..w ..~.~..,.~,..<~,~,,,t,. o._..a,.._._~_......~_~.~.=~ L. _ • d~ ` _ . RlS60MS REVISIONS . ~ ADDED UMfRRFDR J®E® Utv~RD.FDR, GENERAL NOTE • OvTES,MaRKERS ?vTE"a,MAFZKERS !%A$ AS O% TUNED TION OF BENCH MARI4 FOR GRADE ELEVATION ~ StGMS ASOUTtINED STATION LLOCA TEMpORAR 1 LY -,OP OF HYDRANT NORTM OF rRMS DATE-1/1/2,1 SHAWNEE. OhIY.Ei~4NESEC.DRIVS. WE.=.a-T SIpE. Db6N•RMS OATE•~/t~ty 230' FROM IN-TERSECTION. ASSUI°1ED ELEVATION CkK'D-dN.~ A OF 8CNC1'1 MAR`r; 15 '7T8.24•',1'~2~i ADJUSTMENT. E•'t4bta(~1 4.- a C R P AP D t f , 46Io (oi) CS.RT:- ~~RTH ~~2 -0- CE AND EXTENDING 2'•0 ~-~a 115MOUNETO IISKY LtNETO 2.AREA ENCLOSED ~YAND SURFAC~e.DV3tTFl CRU~vRE.O Q6y,~ 3-rY-1Y ~UTHTOWN OUTSIDE, GRADED BLACK DOG ROCK OR 6RAVS.LTOAFINISHEI3 GRA®E EL~C.V. OF eT~s 7710.33' tN 13.8kV SU$ AREA AN® 7(01.33' IN 115ttV AREA FILMED - >f a= ® ~ ADDED TEL.CA.F t~tElZ - • ,DDFD TEL- CA-R~ 60' 3~SUBSTA?lON AREA SURFACE® VJ4TM OF CLF~ 0 .`F CAUl10N SIGNS #.<11 told SlGa1S G TRE_VkCIA MFaRKER 225-0 /bp CRUSI~EO ROCK EXCEPT AS 1:4LLO~S , cA.'~REIac1ltMRatEI 74=0 A ITI hSAL 2'° OF CRUSt3ECD ROCK PLACED µ•RM5 ORTE-OO.2E~ 2 A A) AN DD NORMAL.'" ARCIUt~~ Sv3ITC!$ OPEFt. ~ , - ~ M-RtAs Dkm-ooo-?$- TRANS. SLA43 { 035 TOP OF A MOTOR OPER. S~tTC~ MECH'S cttK D REFERENCE LINE - klPetV'CtLc S 4v'D cl~•rab(Al 0 PROTECT ION OF OTaE.R. PE.R50PIt.1EL~. Pip CERT- B) q .-t.~ TOE OF lr; OF CRUSHED RUCK ON DRIVS.V°3A`B AND MOBILE AP ~'D ~ CERT- Peru ~4- o SLOPE ! 2 < - I,,tAX.TO FINE 1N ~ ~ Pe»,sl 0 1~3 i~ t? Ib 15 !3 !2 II ~ $ ~ ~ ~;0 33t3~o 34.0- o UNIT PARKING AREIX 1~ ' • I ~ t6 I:ti tt~ 5 _ R COARSE ON OTT®M T® F°1tME ON TOP. GG't^»?~ 9-~~•'y Q 15`~;~t3` tR' !4° t9' t~' 9~' IE4' Iai' 1'3 4 o / LAYS Si ' _ FILMED- 9~/ PROPERTY ItNE M m , _ ~e °'o _M IVEWAY 20=0 WIDE W?Tk6 3"CROWN AND O M2 MK. M4 t©\ N 4.ACCE~as DR AaDEO ~2 rl4 - - --~o - saga - - t7 ~ IE 1 NOTE, 33. L _ -fl- - -sr My Mw M i~~ II ~;•0 26-® a _ SURFACED Aa SPE.CIF ® N My o I - A TPA uow~iED ADDEED -2 TRAMJ5, A5SOCIA19 ~ • o pia , ~ I t °TI S.FENCE'1=01~ItG41,VER~'ICAL ARMti3R•RSED WtRE10P X~1lNC~ BUSTII >%-s?P, Shloweo 3 • I1C X500 MCM G a _ EQts . S ~.o . i AL.c.~. DIRECT ® ~ . ~ , _ ~ ~ , O My. AND fo'0 NIGH S'tEELCNAIN LINtS FAEiRtC~IIVb SAY Atdt?R£PLAC@ :t5,Ti G 3U5T1F- aY AML-)RE?LA(:eo gte~IAL - - - t ~ ~ I t 4 ~ s ACCORDANCE WITH NSP APPROVED STD. It ) ~ d o I 5"PIPE ,g,.. , Y~ - ~ 8 3>. ~I 'TRAMS A3 I ~ ~ , ,-,~St~S ~ A ~ 6 v UUTIINE®, - RkN5 A5 )'TUNED. !n. EXTERNAL LOADS ON IISKV STRUCTURE NO'T TO E,.CE.ED Q J o . I SUBS'TA'T10~ ` , ttS KY e ; ° 2000) l85 PER P41A`aS. ON LINE S oDE AND 200 ONUS ~WN'?A.K DATE L/, t ~ C: SUB• ~'r~ ~ PER PHASE ONTS2A~4`.z, SIpE AT 30 MAX ANGLE ~ - ~ C ~aC -AVY LOADING CONDITi0N5. ~-7'FHA.OI IN-P,4,5 DATE 1.475 74MA0I ~ M8 ~ a~ SHALL MEET NE kC K ® ~ i 13.8KV SUB.: ;~,;rara!~5~ ' EXTERNAL LOADS ON EXTENLZEp COLUMNS NOT ~0 CPit4O.s;~~v tt4 o,r)'DW ' ~ ~-`-~=t-~I q ~M'+ FXCE~®2oooLeSP~R CoLUM~I AND I~aTERNAL ~~~~~c~; , ~ -t~~ ~ ~ CR°°t~ ,k + I J I h,) C \ LOADS DUE. TO STRAII~l BUSES 1~0'T TO E ~~~c,s-~ PErro UJ ~ ~ b2 ~4 " ' - ¢t ~ 4LB5. PER PNASESNESCHEAVY LOADl1VG w! ME. sivh3 c ~ _ o L D 3- ~ ~ : t f r~ ~COUPCn^~ ci ~ CONf31T10NS. LM ED 3- M a ft-0 • NJ~ ~ _5 l ~ ~t.~ ~f~. NI •1 C540MCM - ¢ AI. CA.DiRECT ~ 7"EXT>~.Rh1ALLOAD~a ONt3.8VCV STRUC''i URS. NO'C TO COt.a T. o ~ ~TO OF LOPE P>UR1AL EXCEc.~? 0 L6S PER P9~1ASE ON LtNESIDE AND 4 0 ~ N3E. k~ a a~ ~l C S 1400Lt3.S PER PFIR,SE ON ~Rara~. S1t;aE AT 30° MAK. cQ, W - @a ~lv FENCE ~ SN L MEET NESC 4kEAVY LOADING sec, t'`t ~#,rt~ ~0 ~ ANGLE., ANTI SAL CONDITIOC°!5, ~,X°TEP;4~AL LOR®S OPI'EXTENIJED COLUMhI~a h40 ~ TO EX CEtil) O LBS PEti COLUMN M''~ AND INT'S.RNAL L®PaDS ~?UE. TC> STr"~.~a1N BUSES TI ATE FENCE LBS PER t'I~ASE. NESC FtE.AVY Ul M 1 ~ NOT T'0 EXCEEL'7 O ~~t+t LQ"-.pIt~9G CQNDlTt4Z1S. TOcOF51.Q,E PA tNla 1 6. U.G. 4'O~IER DUCTS PASS UNDER FENCE MIDVdAY `i_ AREA 1 6ETWE.c.N FENCE POSTS AND} Wt~EF:E POSSIBLE., i. ~ NOT LE-SS"THAN 2'•t~BELOW GFZ~eDE. ~ _ _ 4F V 0/. 1 t,-~ COlCRE'TE~MAR4,E..RSFORDtRE.C Y_ _ . I _ _ 9.~M _ - - l:iURiED C~',GLe. RUiv' ~'(E~D SSD. E c 1.0501),OF~DEF;c.D _ ~.r _ - ~ _ YFIELt>.SLQ'~~.~ P,R1R{TEI~ REtJ e'0~; POWER CA~L~S _ ~ , COVER [ODDV} AN;7 UNI~AiN~'~.D F'OPt '~E.LE PHONE Ri~t~m r { rr~ C;UN1 KOLCASL~.m.("1As~„4Ct~~ PL~,CEL% 5~0 thr~XiMUtdi ~ ~ ~ C~tl;SFIED ROCt~ ~ , (~ie.~ t~.ENFR:'at ~ FR4N1 EACF4 SID OF F~h1C„. AN~i APPt;OX MA`CELY A{OT~- 2D FT INTE.C3VAL~ A%ON(~ CALLI~. ROUTE. USE ~ DtSCFi>»TIOIV iN SPACIi~G ON LOi'vG RUNS. ; M~ t " I N"SIGN P;°~P ~,TOCK'~It~-0091) ® 10.[A~10.01CATES CAUT 0 ~ U ORt?ERED BY FIEL17 AND MOURtTE4~ ONSIiv FEi3Cc _1 AhtDGATES WNERtr.INt)tCATF..D,S1C~N5FASTENtD a. I 1C APPROX. 5`-(OFROtJI G'~A€sE-TQTOP OF' S16N. TO FA6R - "CAUTtON• EURtED CABLE" StGhl, : 1°ar+lA~f 11.[~- IN44CATES~ NSP STOCK Ib-008E5) ORDE.PrED SY FIELD AND ( D EACH SIT9E OF FE.t\,CE. FABRIC, 6AC6L'TO•BACK, MOUNTS. gKCK, LACt4TOP APPROX. 3'-(n FROM GRASS c T 0 TOP OF SIGN. ' l 1 E SLOPS. ~ N 01 ",ST ~ S D 12.6LACKTOP 'TO EXTEND 20-0 'BEYOND HtG P i ~ OF DRIVEWAY. ~ 2 13LACK'cOP I Pt0 CROW N fJ ~ 4"CRUSHER .lam e O a~4 RV~ C ~ A I K ALNOTE.S~oR t~a~4LE-C~AN~~oRM.,R o SgEC.4 ~ POSITlo1~ SHOw~. 0 O 20'® (.M061LS.TRtA1~SFORM~'+TO E'a,® Pr~S~&KB.D IN 9 ,~Z ~ a~ ~ T OYERME.AO WITH NO'C!-tl~lE wi M4t , SE~TIC~N el!'P+ 2.HIGH V©L-PAGE LEADS C0Nt~1EC E.D il U NE w ~ canc. AL c1.AMPSTO $,ANK t.EAO. APRON. , ..o-- ca0 sC at0w~1 ON 'VL~C. T.$.M. EL.118.2~ ~ ~ 3.LOW VOLTAGE LEADS CONNECTED WHERE S Alh1 iN TI',E 14 1E LEC:. TEl E. l:AYOUT S4 06L CIRCUIT SiREAS*.S.R WILL RE~I TOP OF HYDRANT M~~ 4 s•" TAtF RAt*tC.$. TO CQI$TROL HOIIsS~ FDR M0131LE TRANSFOR~'iEA s~C3R~~R fo©2.12 i ~2,C', DR146E, y'.S.NT S. h4T Ol. CA131.E SHOWN OIV CONTROL H'3E. DWC~. NF-fr,0212 ~ , ~Eltt~ CO R . D M9 grltEf ~t8" - Er IIdE , ~ ~P~ „ ~ CURS - E~ Q . •~C / Oft _ N ~ - ~ . r q X210 ~a fiS.FE.RE,NCEa _ , . 7 StGhtEICOJ3YNl~tflEH ill [}gAWtNG Tt a; Dsrn.R~+iS oA,Ei'&-'r't3 2 3 a 5 , / N NH-5°1 Q ~ ttficsebyce~tty rfi,;_,~ t fA10 E~ED 5 6 PROPS-RTY PLi~°T A BUT NH-104053 -geaaspcetsaer~lb9~zotundaC~ 8[rsex GfECKEf1,~, ~~i~tJiv A~@ I - cQN-~ov~ ~ GRAS3tNG L ~ ~ NIA-t*r009~ r~lon ~dthntlame ~ A C~~A~VALC ~U~~ v ION e" : HQ' REEVV.. i 115 §4'~ ELE,Iy,'T1~ 1 C AL LP1Y ~ I~T~---~- ~H,t au t ~ cb~ aan~. ato. E- r'~4~,10 °I ° i t°J Kv ~LE.cTRIcAL LAY UT ~ ~r~~c~~1. . ~ W t'~.B U T DtAGI~.iR~----°°.°--- NH-s~l?0;1 CSP,C ~ A!F-C~s~.?"al'~ ~ 775' ;~.~,,,,,-y61-5 'B ~~A~ ~ ~ u4~1?t~dG LAYOUT---. r. r fo ~ L~3 ~Rc NH X0323 TEt..CO.TRtlNK ~~lac~ I.A'~QtDT ~ Nl'1.1pS 1 H ~ ~.t G `A~"+'~a,.sme.~'A,m,~..,,,~,.. ~E'~.>~>..° SCAL£ " <~Q"s~ REV. LII?IET&~P ~ ~+0 13.'81115 KY YARD ACCESS .TERS 4 ~~0 6 ~~1'RP~ STNS P0E1ER Cc~It1iP1~6Y i EPSatAlEERSe~G 4E4APTAIEHT M~ttlMEA 0 ' . e_~ . . _ _ ...w.~. . .e . L . ,.r-.., . , FT ~ jr, . F c S ....a__r . CityofEaaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit#: Permit Fee: / 9 7- ;.?-1 Date Received: 3-2-1 S Staff: n(1 C 7 2015 COMMERCIAL BUILDING PERMIT APPLICATION Date: 2.-27-15 Site Address: 35'5 I Aman3EP DR Tenant Name: a/CEti 'ENERclq (Tenant is: New / k Existing) Suite #: J Former Tenant: —" Name: NOR'ikiERAI SRTSS 214E -R. CU Phone: 6.12-3-..)-/154 Address / City / Zip: 4) NrCOLLET ,MALI /117-713 4"" l Applicant is: X Owner Contractor Description of work: REP LAC F FOUAIDA7.TQ4/f Construction Cost: 4.-5../ 000 Name: 0PLTOW1.-- License #: Address: City: State: Zip: Phone: Contact: SEAN) A111.ER. Email: A N��r W. 11.41.Name: APPrscRegistration #: Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: NA Phone #: 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.gooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work w.' h requir- a revi- and approval of plans. $ A 2AwzER. Applicant's Printed Name x Applicant's Signa ure Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation ✓ Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration t/ Replace Salon Owner Change Public Facility Accessory Building Greenhouse / Tent Antennae _ Interior Improvement ✓ Exterior Improvement Repair Water Damage DESCRIPTION Valuation 5 ODD • a‘4) Plan Review ✓ (25%_ 100%_) ✓ Census Code # of Units # of Buildings 0 Type of Construction V• 6 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) /Footings (Deck) ✓ Footings (Addition) Foundation Drain Tile _ Roof: _Decking _Insulation _Ice & Water Framing _ Fireplace: _Rough In _Air Test _Final Insulation Meter Size: Final _ Exterior Alteration -Apartments _ Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair _ Demolish Building* _ Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building — give PCA handout to applicant U Z7 fto MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers A%/A- E*% Wvo4 Sheetrock ✓Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests _Final _ Siding: _Stucco Lath _Stone Lath _Brick Windows _ Retaining Wall _ Erosion Control Concrete Entrance Apron Final CIO Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: Gmtg„ , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality //13- 2 /$.2 .5-0 7G .70 Water Quality Water Sampling Fee Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: Page 2 of 3 �,sy�s k������ . AMERICAN BLDC ���M�r � /29L?` 1 E1vG�1vEER�1vG ` �REINFORCING STEEL OBSERVATION FIELD REPORT � TESTING, INC. 550 North Cleveland Ave • St. Paul, MN 55114 AET JOb NO. � ,�-- ! �j �7 �� `� PH: (651)659-9001 • Fax: (651)659-1379 .lOb N8111@ _�,,.�ap�rz,r 1/'�,. f r� S c��-a '�`7 _�-�G'� City,State �.��..��.. »� ; �-y r,� __ AET Proj. Mgr. .�i �. .� �c:..-��.� Date: � ;, �, �r° Time: /'�,'ba '�. a 4 m Weather: � � a.-,�, Referenced Drawings: �tructural Sheet No.: Rev.Date: Dwgs.Approve :Yes,�r No Shop Sheet No.: Rev.Date: � Elevation Bars Structural Element&Grid Locations or Level Sizes Number S acin Len th `'� -. /'�o �� � ,� '± "� 4► � v � � ��. �'> ' � i' � 7 # {��,1� ��1 a r-^�° Placement of Reinforcing Steel and Anchor Bolts (per IBC Table 1704.4) NOTES: DE�-Deficiency Observed; CO-Corrected; GC-Generally in Conformance with Project Plans and Specifications; NA•Not Applicable or Ohserved CORRECT TYPE OF REINFORCING USED(GRADE) ❑ DE ❑ CO ❑ GC ❑ NA CORRECT SIZE OF REINFORCING USED ❑ DE ❑ CO ❑ GC ❑ NA CORECT SPACING OF REINFORCING PROVIDED ❑ DE ❑ CO ❑ GC ❑ NA CORRECT LAP LENGTHS OF REINFORCING PROVIDED ❑ DE ❑ CO ❑ GC ❑ NA CORRECT CLEARANCE PROVIDED BETWEEN REINFORCING AND FORMSIGROUND ❑ DE ❑ CO ❑ GC ❑ NA CORRECT SIZES OF FORMWORK PROVIDED ❑ DE ❑ CO ❑ GC ❑ NA CORRECT TYPE OF BOLTS USED ❑ DE ❑ CO ' ❑ GC ❑ NA CORRECT NUMBER OF BOLTS AND SPACING PROVIDED ❑ DE ❑ C0 ❑ GC ❑ NA BEND DIAMETERS ADEQUATE ❑ YES ❑ NO PIPES OR CONDUIT PRESENT ❑ YES ❑ N0 ACCEPTABLE SUPPORT PROVIDED ❑ YES ❑ NO REVIEW OF PREVIOUS REPORTS FOR PREVIOUS DISCREPANCIES ❑ YES ❑ NO PREVIOUSLY OBSERVED DISCREPANCIES RECHECKED AND APPROVED ❑ YES ❑ NO Remarks: �4 , , ..,� "s "'. � L �` e.`j,�r�f.'�� � �-� � +(1 c*..a� '� _ c.'". ,�,, � c:. � Deficiencies Observed Corrected? Date? 1 2 ;t.�' �:a 3 4 � � � � � 5 Person(s) informed of deficiencies: �''' r'' j Co of field re ort left at site? Y r N Field re ort left with who? �,. S� � �� ;� , _ Technician: �,;s L�- � , ' Si ned: "`� --G� �. ,����- Date: Z /'/ S AET Reinforcing Steel Observation Field Report Page 1 of 6 03/2006 3S�S K��� ��- AMERICAN F��G. P£�ti//�# /L 9G�G I ENGINEERING `����2EINFORCING STEEL OBSERVATION FIELD REPORT � TESTING, INC. " µ AET Job Na �'���„ 550 North Cleveland Ave • St. Paul, MN 55114 L. L �, ' PH: (651)659-9001 • Fax: (651)659-1379 JOb Na111@ �" i � V� �- City, State '` AET Proj. Mgr. �• Date: � Time: aml m , Weather: '� � Referenced Drawings: Structural Sheet No.: ev.Date: Dwgs.Approved:Yes or No ❑ Shop Sheet No.: Rev.Date: Elevation Bars Structural Element&Grid Locations or Level Sizes � Number S acin Len th . . � � �- � r Placement of Reinforcing Steel and Anchor Bolts (per IBC Table 1704.4) NOTES: DE-Deficiency Observed; CO-Corrected; GC-Generally in Conformance with Project Plans and Specifications; NA'-Not Applicable or Observed CORRECT TYPE OF REINFORCING USED(GRADE) ❑ DE ❑ CO � GC ❑ NA CORRECT SIZE OF REINFORCING USED ❑ DE ❑ CO Q� GC ❑ NA CORECT SPACING OF REINFORCING PROVIDED ❑ DE ❑ CO � GC ❑ NA CORRECT LAP LENGTHS OF REINFORCING PROVIDED ❑ DE ❑ CO 0 GC ❑ NA CORRECT CLEARANCE PROVIDED BETWEEN REINFORCING AND FORMS/GROUND ❑ DE ❑ CO � GC ❑ NA CORRECT SIZES OF FORMWORK PROVIDED ' ❑ DE ❑ CO � GC ❑ NA CORRECT TYPE OF BOLTS USED ❑ DE ❑ CO 0 GC ❑ NA CORRECT NUMBER OF BOLTS AND SPACING PROVIDED ❑ DE ❑ CO �❑ GC ❑ NA BEND DIAMETERSADEQUATE ❑ YES ❑ NO ��f�'y ,, PIPES OR CONDUIT PRESENT �YES ❑ NO � ACCEPTABLE SUPPORT PROVIDED �LeYYES ❑ NO REVIEW OF PREVIOUS REPORTS FOR PREVIOUS DISCREPANCIES ❑ YES � NO PREVIOUSLY OBSERVED DISCREPANCIES RECHECKED AND APPROVED ❑ YES � NO �``''�� E' F Remarks: '' � '.�f,�-:. � i, � Deficiencies Observed Corrected? Date? 1 2 J 3 4 5 � Person(s) informed of deficiencies: r Co of field re ort left at site? Y or N Field re ort left with who? ,�.: � . � � --.,. �� Technician: � ;,� � � ; ' ���4 � ���' _�- ����� i ned: � �� � � �''�.�"'� Date: �.���� � � AET Reinforcing Steel Observation Field Report Page 1 of 03/2006 INSPECTIC?N RE�QR.D City of Eagan re,�►it TyP�: B�aai�g 3830 Pilot Knob Rd Permit Number; EA129G7G Eagan,MN 55122 Date Issued: 315/2015 (651)675-5675 www.ci.eagan.mn.us Site Address: 3595 Kennebec Dr Lot: 040 Block: 000 Addition; Registered Land Survey 4 PID: 10-90040-00-01Q Use: Xcel Ener Sub Type: Commerci dustnal Northern States Power Co Work Type: Eact Impr Description: Replace foundations Final-CA.Required {i � � � Foo' G /, /� � ��5� (��) -- 5 4 — ! �,�I 6 k.. ��� f rs ,� �x, 5� —` � D i sk 5�t31�`� �.. �� 5 � — j ob � a � i`�j�r Y J�_ � ' � u�A�lL-l.� G-�FS 7' T lz��-T 1�''1�a�-r � �� /�-�` �5��- l�vs,�rz►�--� . • Contractor is responsible for erosion controL . * House#s required far fmal inspection. * 4-hour notice for perrnanent water turn-on for new biuilding:651-675-5200. AMERICAI+C_ ENGINEERING REINFORClNG STEEL OBSERVATION FIELD REPORT : TESTING,INC. � � 550 North Cleveland Ave • St.Paui,MN 55114 AET Job No. ��- ��;� ?. > PH:{651}659-9001 • Fax: (651)659-1379 Job Name :, � '��►'v��G �:�..:t-��• -i-� ��-� ; Clh(,$�8t@ ��_cl rn,Y� r:-, h:J AET Proj.Mgr. ';`��.L e. :.� � �+�. , Date: + ' P + � Time: �' "��� ra / m Weather: `�t�r��� 1 Referenced Draw�ngs: Sxructural Sheet No.: �.- ` Rev.Date; �"" � s.A roved Yes�ir No �Sho Sheet No.: Rev.Date: ` � Elevation Bars Structural Element 8 Grid Locations or Level Sizes Number S acin Len th � _ „ � ' �� ^�l'" � y Vr � �,r J !l ` 4;�r�'� .� V , , f ; , , � � 1 ' { •7'l� '�-' � f. �� ti�r.r �Ls:s.'>i• . {. . . . ...... .. . . ` f�e_C � w�-fl:'lr Lc_..st r;`-�-��V C. �''1� � �f Z)t�1! ! v . 4 PlacemeM of Reinforcin Steel and Anchor Bolts (per IBC Table 1704.4 NOTES: DE-Deficiency Observed; CO-Corrected; GC-Generally in Conformance wNfi Pro]ect Plans and Specifications; NA-Not Applicabie or 06served , GORRECT TYPE OF REINFORCING USED tGRADE) ❑ DE ❑ CO �,�,.�C ❑ MA COF�RECT SIZE OF REINFORCMG USED ❑ DE ❑ GO fti'J'J GC ❑ NA � CORECT SPACING OF REINFORCING PROVIDED ❑ DE ❑ CO 0�GC ❑ NA CORRECT LAP LENGTHS OF REINFORCING PROVIDED ❑ DE ❑ CO ��,�SC ❑ NA CORRECT CLEARANCE PROVIDED BETWEEN REINFORCING AND FORMSlGROUND ❑ DE ❑ CO LJ',,GC ❑ NA CORRECT SIZES OF FORMWORK PRONIDED � DE ' ❑ CO Q� .GC ❑ NA GORREGT TYPE OF BOLTS USED ❑ DE ❑ CO �� GC ❑ NA CORRECT NUMBER OF BOITSAND SPACING PROVIDED ❑�f ❑ CO L�'`��GC ❑ NA BEND DIAMETERS ADEQUATE Q YES ❑ N,Q PIPES OR CONDUIT PRESENT � Y�3 '�NO ACCEPTABLE SUPPORT PROVIDED ��Eg ❑��p REVIEW OF PREVIOUS REPORTS FOR PREVIOUS DISCR6PANCIES ❑ YES C� NO I, PREVIOUSLY QBSERVED OISCREPANGIES RECHECKED AND APPROVED ❑ YES L�''NO ' Remarks: ; , ,�.. `f 4. �'' ��� �.l-� `.'��. �L��n �x� 1 i�� � ��`��� �C ��'. .3l .> `� i.J` � ''r� iy. . � qeficiencies Observed Corrected? Date? ; 1 : 2 4 ; 3 . ' !h 4 , 5 Person(s}informed of de�ciencies.:._� r`� �""�" ; r,. . . : l Co af field re ort left at site?` Y.�or N Field re ort left with who? �; �� ��> t� ��t a- ;� u;. : � r ; Technician: 4 ' t.x 'r �i x:•�s_ ��`II tl@(�: 'y4,t��, ffi:�,�.. 'Wi �. �.t�-� � <,� Date: 4r ��t #' %J. � AET Reinforcing Steel Observatfon Field Report Page 1 of ' 03/2dD6