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2950 Lone Oak Cir - Plans
1 , ~ ` ~ ' i ~ ' : i ' ~ I , r ' ~n a . . . . , ' J. . ~ ? ' , ~ , . . , . ~ . . ~ ~ . ~ ~ . ~ . ~ ' . A% ..r,. e r,;.i . . ~ . , i . . . . ~ x . . f , . . ~ ; . , ~ ~ . . . . . ~ . ~ ~ ~ . . . . . O . ~ . ~ ~ . . ~ . ~ ~ ~ . . . ' . . ~ ~ . . . ~ . . . . . ~ . ~ ~ ~ . . x ' . . : . ~ ~ . ~ ~ ~ . . ~ p RO ~P p~S ~ Q : ~ FR Fp . . N~ ~ W qr~ TR , . J OD A qR / W } Q co '~o ~ 8 Fq ~ ~ V F A ~ ~ ~ ao ~,o 0 6 p 2 0 V 8 ~ 8 ~ ; ~ '~o << ~ ~ ~ '0q <o F ~ • ~ ~ sr :+~r~Y~~ ~ ~ , _ R y o g ~ Q W . ~ Z ~ J Q, ~ F 00 N F a JJ ~ ~ . ~ Q3. Zz , , , ~ ~ ~ ~ ~ r, ~ , ~ ~3 ~ ~ ~ ~ ~w 8~3.,,.,,_ o z ~ ~ +t , ~ ~ ~ Y e 8 874`.--.. ~ ~ -874 N a ~ ~ 6 872 Q 6 W N ~ ~ W S7O ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ O ~ ~ - 0. ~ ~ ~ M O ~ ~ ~ 0~ N ~ ; ° ~868 ~ ~ ~ ~ ~ . c~ 8g '--M ~ ~ ~ ~ ~ ~ 0 ~ 864 . . _ ~ . r ~ , ~ ~ 8 ~ ~ 864 4 ~ ~ 6p ~ 862 - 862 856 Q u ' , 12 RcP 856: 858 ~ W ~ 8~8 . ao ~ sT. s. 8 7-- Z . 858 _ 60 5 862 872 ~ ~ o °f ~ . O 5~' 864 ` . 862 Q -0 866 876 ~ ' ~ ~ G ~ ~ g66..- 868 0> J } m , 8 70 -870 0 ~ ~ ° 8 8 862 64 66 g 870 . . ~ .~m FW- Q ~ W 68 8 872 ° o o ~ HORIZ~ 1~=50' ~ EX. _ VERTICAL~ 1"= 5' CB N W . J O li. ~ ~ ' z ~pl ~ : , Y a~ o-~ 50 0 50 100 z Q i o AP Q , ~ i Z I SCALE ~ ~~IN FEET ~ ~ i~.;~ ( Q ~v~'iffs ~w~~ AP ~zZ ~ ZIX`~ AP POND EP- 9.3 2 3 ~D EP-9.3 fPUBLIC POND) z QiW~p NWL = 863.0 L= 863.0 I hereby certify that this plan or ' Ww~ # 0.~3€~ ~ 100-YR. HWL= POND EP - 9.2 (PUBLIC POND l -YR. HWL= 866.63 ~ report was prepared by me or under rZ ' . ~ DEAD 570RAGE n~w~ a~~.oo aD 570RAGE P~tOVIDED =1.04 AC-FT. my direct supervision and that I am Q W~ I~ o~~ _ _ ` ' LIVE STORAGE 100 YR. NWL 862.69 a d u l y R e g i s t e r e d P r o f e s s i o n a l 3" J W E STORAG E U TIL4 2 ED = 1.5 8 AC-~'T. Q. 3~~~ Engineer under ' the l~ws of the d~,~ a ' ~ DEAD STORA~E PROVIDED=0.32 AC-f7. 7 Sta~te of ~Iinnesota. ~Q W . ' ~Q ~ N LIVE STORAG~ UTILIZEq = 0,74 AC•FT. _ ~ . ~ ~ Z ~ Q ~ ' Gerald M. Sunde, P.E. ~ ~p~ w O , Date August 25, 1994 Reg. No. 8734 ~ o~~ 3 ~ ~ . . . . ....,.<<r,. 'i: . . ~ . , . . ~ . "AP ~ '~AP' . X . , . E AP , ( ~ p V . . . 2 3 . ~ ~ . . . , ~ . M ~ . . . ~ . . . ~ . . . . • • • . , . . . . . . . . O w . , . . , . : . . . . ..i. . _ . . . . . . . • rn • • . . . . . • . ' . , . . . . . . . ; . . , . . , . , . . . „ • • V / O . . . . . . . . . , . . . . . . . . • • • . . . i . . . . . EXISTING GRADE . . . . . . . , , . . . • . ' . . . w ~ . . . , . . . . • . . . . . . . . ~ . U Y ~ \ . . . . ~ . . . . . . . Q V ~ ~ . 85 ......e.,.,............ ~ . , , . . . . . . . . ~ ~ . . , . : . . . . . . . . . . . . . . . . . . ..................i ........................i........ ..i...................................................:....................... : : : : : . : . . . . . . . . . .......~'y++,..~.~~.,,~•~... . . W ~ . . . ~ . . . ~ . . , . PJ ) . ~ Y I . . ~ 0 , . . . . . . . . ~ . . , . . . . . , . . . . . . 7 . . . . . . . . . . . ...........r.~.. ~ ~ W . . .~.......~....L.......~..~~~.......~.......7.........~...........~.......L....~........~...~ .o......... ~ . . . . . . . . ~ . . . . . . , . . . . . . . . . ~ ~ . . . . ...t... `r ............:.........................t.........................:.........................' ........................~.~~.,....................L........... . .f....................... . . I ~ , , : ; . . ° ~ ; 3:1 SIDESLOPES-~••~~••° ~ . Q > ~ . . . . : . ~ . . . . _ , _ ' ~ 3:1,SIDESIOPES' • ; 3'I ;SIDESLOPES 100 YR. NWL `866.63 . J v . m ~ ^ . . . . . . . . . , . . . 4 . . . . . . . . . . ~ W W . . 8 . 65 ~ ~ . _ . . . . , . . . . ; . . . . . . . . ~ Q ~ . . , . . :.3,1•~~SIDESLOPES . . , . ~ . . . . . . . . O , „ Q ~ ~ . . ~ • ~ IC) _ • , _ , . . . , , . . . . . . . . . . NW l.: 863.00 . . ~ PUBL . . , . . , . . . _ ~o ..~,..i...'..".'..'~..~, Q ~ Q Y ; 86 69 . ' 140 R. HWL 2. . . : . o ' . . . : .....................PRIVATE ST.: S. 6l. ~ . . . . . . ~ . . , : . . . ~ . . , :INV. 863.00:., " Q ~ • . . 6 . . . . . . ~NW~'=~859.00~... 'o ~•o ~ . . . . ~ . . . , . . • . ' . , „ . . . ~ . . , . . . . . ~ ~ . , • . ~6 . . . , . . . , . , PRQPOSED GRADE , : . . . . . . ~ . . . „ . ' . . . . , . . . , ~ • . . , . , , , , . . . . . . . . , . • ~ , . . ~ . ~ • • ....5fi LF 12 ~ . . . ~ = 8 0 . . INV. = 859.00 59.0~ RCP ST. S. 55. ~~~N~. Q . . . . . ~ , , . . . . . . °o • . ~ . . ~ ....a................... . • ' . . . . . . . ' ~ . . . . . . 7 /o . . , , .14 . . . . . , . , . . . , , \ . . , . . . : . ~ . . , . . , , . CITY OF El . . . . , : . i PUBLI . CITY OF EAGAN.POND EP.;9.3 ~ . . . • . C?:•• ' . . F • . s . v . . . , , . , . . ; ~ EP .2. . . , • CIT GA 0 - ~ . . _ . . . . ~ . : ~ . . . . . . . . ; . . . . . . 50 . . . . . . . . . . . . . ,..g...,............. ~ ......~.a.~,....~.~.~.~ yf . VD . ..L. ' ........................E.........................t.........................L........................:......................... L........................E......... . . . . 3 , i.. ..i.. .i . . . . . . . 3....................... , .i.. . , . . . . . i.. ~ ° i...................,... . . t ' ' . . , ~ 3 m . a . . ~ ~ ~ N ~ . . . . (~1 ~ C C M .........e ~ ~ ~ ~ . . ~ 1~ ~ ' ' ' . . . . . . . . . . ~ E a ~ . . ~ o m:°. . . o c . . , . . m . . . . , ..Z .Z . . W E . w o . . . . . . . ~ . . . . . . ~ . . fl~~ . . . . . . . . . . . . . . . , . . . . . ~ ~ : . . ~ o m . . , . . . . . , . . . . . . . . . . . , . . , . . . . . ~ ~ n . . , . , . ~ p ~ . . . . . . . ....................u, . , . . , . , . , . . . . . . ' . SL ................a . ,.,.e....,,.....,....., ~ , , . . ,.....:s, . . , . v , , . . , . . . . t~ . . , p ~ ..5,2 . _ . , , . ~ . Q . ~ . • N : . . . . _ - ~ . a ~ . ~ ~k. .....I ~ pc ~ ~ LL. . ...................Q. ~O . ~ . , . . ~ : . . . . . : . ~ . . . . ~ ~ . . . ~ .....................Q . : . s . , . . ..6 + + Q< , . . . . . .,.,.,.o..................... . :6:.. :7:: :g: Q 0 ~ 2 3 4 5 CI• r a CITY OF EAGAN PROJECT NOe 94-BP-T Sheet . 6 6 Shteets 0 94-012 SJR ~ ~ , Wire screen Concrete block ~ • ~IitIMfN DRIVEWAY AIDTfIS 1~ Wire mesh reinfor;emenl = v ~ {----•-•--•-•~--•---...._e~._...----.._~_._._._..__.~--•-•--•----~--------•---~ .,..,~c;-_...-----~' (c ECRESS flOADNAY D/W/ YIDI'H ~ RADIUS ( D/4i/ WIDTkI ~ 6,ADIUS ~ { ~ ( . , : (oplional) Engineering labric N o IANE ~ 9IDTti FF (LIGHT iRUCK ~ ~ S£l(I-2RUCK ( ~ ( . ~ Metai or w~ 12' 36 28 20 34 25 Metai orwood__.~ ~~~PP~ ; I i f ~ ~ ` ' ' st or sia' 12' 44 28 20 32 25 . ; , . ~ ~ I 1 I 1 I post or siake ~ P~~ ~G ~0 N ~ ~o . 12 ' t+4 30 30 ~ - `TQ J0~' , •a: 0',•0,'p; ~ °':°:a••• w , 12' 48 30 30 34 35 " ~ 12 ` ~ 52 28 ~ 25 ~ 34 ~ 30 ~ ~ . 1 o :.o oo;p:°o °d~po. w ~j oY.o¢~ a = , ~ ~ 2G 30 92 35 ~ Fabric anchora e ~ ~o'o~~'~~p'~~° ~ e ~ _ ~ ~ 22' 36 38 20 44 ~ . 25 ~ . _ 3' p° g" 3-0 I I ! i I I 9 °oo Q~'Q• otiti,o:o •o0o,d•° :oo~D,~c, 50' M~NIMUM ~ trench backfiliwilh a, oy~o,°^;;;oo~o. 4o~ w . oV.p'p~~ V~•°~O~ i o0.4~~~pp'Oo ~ ~ ~ . . ~1 t~ 2~ ~I Z ~ 5 . ~ . • ' . . . BERM ~ 22' I i 3 ~ I I I -4-,.----' ~ ~ a ~ ~ 4o I 3o I D~recU~ tamped naiural soii , odw o • ~n:ao4~: • o ~o ~~o. ~ ~ d oc> o o• o Direclion of °Q;Q~~~o° ~:o : ~Q o,~p .oooo~•• ~ o ' SEEDED~SL(N'ES (TYP) 22' 4a ~0 30 44 35 GCaVeI filtQC ' ' 1 C F V~ M F E R I 1 I I I I Y runoff 1 runoffilow ';^~Q o,Q~ggo oo°•~~,-~''ooo. o~ J N BoTH SI~S I 22 ~ ~ s2 ~ 3s ~ 2s ~ 44 ~ 30 ~ o ~~ao o :d.• ~:.o•0•L a ~ ' ~ ' ~ ' ' ' ~ aepa qQ4e ~ 00;~ AS REQUIRED ~ ae~~° w w 16 30 42 35 RUIIOff ro~s~i~ ~ ~ . W~re screen ~6 inch minimum Q ,~o o'~ .o , . . . r ~ :;1 6 MINIMUM Qo ~o 0 ogo 0 o:p. o. , o ~ ~ ~ ~ - ~ ~ ~ ~ water with ~verflow ' ' ' Filtered water • Natu Natural soii , ° ~ • °o ~ o 0 0~ °&o~;d. ° o~~ a • • v~ o ~ o'y-,o• oo., v ~ . ' • oao~..5)~ apoOQVd~~' ~ uaa90oao .N~:~ C1 r~orE s~E aaov~ cHART se~iment SIOf?E UARIES N SPECIfIED ; %.i ? ~ REFER PAVEMENT FoR REaN~o ~~us . . , ' M1N T~i ' TRANC ~ , , ; 7 , . ~ ~ ' . . SHEET C3 ~ ' a EN E , • . I I, , ' u u a'~0 ;~v~'? °O O~'~o o~~ ° .:ZQ ? ~1 I -2 WASHED ROCK -f °o,a~ cP.o• ° °~ooo ~n ~ ~ . . • ~ . , , ~6 inch minimum ~ a ~ ° r°~," ° ~ ~ • • a ~ WIDTHS. s. . uy ~ , ~ ~,ao,,poo° ~ m m ~i , . . ~ ~o°~ a : . T ~ 7~~MIN THICKN 5S REQ. _ ~d ~ . ~ ; ~;r°~ _ NO E E ~ l ~ ~Q: ' Note: b~t n ` ' . . ~ r . , N ON ENTIRE APRON . I~U ~ ~ ' , • , pe c Note: b~tpending upon coniiguralion, attach tabric to wire mesh wilh . u~ 9• ~ ~ hog ring~, ste~ ~ - Drop in et hog ring~, stee) posis wilh iie wires, or wood posis wilh staples. a~ ~ ~ - - - - - - - - - Sediment - ~ ~i , wiin grate TENIPORARY RQCK CONSTRUCTION ENTRANCE ll . ~ ~ t i Typfcal installatlon for sflt fence , ~ ~ Ii ~l i ~ ~ ~ o - 4 BENT ; a ~~2" AG(~EGATE 6ASE . e, RA~, - 43-6 CURB~ sP~c~o ~ 2~-0~ o~c ~ , a . ~ ; , ; i Type ~Biock and gravei 'm ~ m e ~ _ n ~ ~ N~ d-.° ,y~ b ~ ' 5~(~AFaK 4° ~2 a, x~ANSioti ~o~NT ' ~ dron iniet sediment fiiter ~ m 0 N . . . , e E ~T AlL E& S JOINTS ) a M9AX. e rr CAl~''ACTED SUBGRADE ' ~ ~ . a.~D . n e:° . a' . . e ~i.'fv . . . ~ . . . . ~ . ' O Z = Y w 3 w . . . ~ . . . . . . _ = Source: Virgirna SWCG ~...0 Q ~ V NOTE~ f_XTC-~D BhSE AS AEQUTAED T ~ TYPICAI. EN RA~NCE fOR A~ COMMERCIA.L ~ INDUSTRJAL PROPERTIES 3 SITE SICN LEGEND S"2 INOIChTES SIGhJ NUMBEfI WITtI INSCRIPTIaN~,AS IJOTE~. ~ ~ ~ N L W+~ERE h~W D631YE'M1~.YS ARE T'0 BE ADDED 3. CONTRACTION JOINT PATTERN TO BE , -s- INDIGAIES' A SIGN ON A POST, ' ' ` ACROSS EXISTW~G C~G, REMOVE EXISTING DETERMINED 8Y ENGINEER . . . NEENAH R•3067 CAStING - A..•0• •C" . 0' E' F' ~ U C A S T I N ~ -'-y-- iNDICATES A SIGN OIJ APlD SECUFlED t0 A FEMCE. ~ ~ z wo NOT TO SCAL E" C 8~ G ANO R£POIJ~R IN'PEGRAL WITH T~IE CUtdC, u m _ ENTRANCE. ne- s~ oa• o• e• s'tci.wrnanTOFe.c.~ w m 1NSTALL MINIMUM OF 7W0 - NOTE : - ~ ~ oF ~ ~ ' 0.21FT, REINFORCED CON- 4. REOUIRED MIX DESIGNATION = 3A32 ea- e• ~a• s• s• a•ic.i.ir+rnor~roFe.c.~ ~ ~ ~RETE ADJUSI'MENT RINGS. DF~~TWO ~ ~ PlOT ALL SIGNS LISTED ME REOUTAED, ONLY TNIOSE ) CON ~ ~ NOTED IN TNE SITE PLAN. SIGNS ARE fORN[SNED ~Y Z~ ~~j~o W . . . . . , ~ TT T ~92' A' 8' :7'(C.L.OEIIINDB.C.1 Z p . T RINGS. ROADWAY, WSTAIIED ~Y COtdTIiACTOR. Q ? ~ B 2 CONCRETE APfi'Gt~ TO BE R'EOUiRED FOR ALL W Y ENTRANCES. a~• s• wa• e~ e• s•tci.acrin+on.c.i ~ a PLACE FULL MORTAR BED AEFEtI TO SPECIFfChTfON SECiiON 10406. ~ O ~~N R~BED SIGN -SIGN U)~U7 W~~ m BETWEEN RINGS, AND se• s~ ~io• e• a~ iric.i.oem~ioo.c.i I MORTAR INTERIOR AND AND NUM6ER INSCAIPTION '0° ~`z ioe• ,o• iar io• u~ EXTERIOR OF RINGS. iS. & S„~ r1orICE A~' x ~ F ~ . . ~ ~ . ~ 120' 10' 140' I!' 12' . . NO ADM[TiANCE - UPlAUTHORIZEO PERSONS OA PLAN VIEW OF RAMP X~z W° a ~ standard ` MAXIMUM 1 FT. OF RINGS. PFl[VAiC VEFIICLES NOT AL~OWED DEYOND TIIIS 6"°16" ao~A s~~s" W~~ Q~~ RIN6S, PO(hIT - VIOLATORS WILI 8E PAO$ECUTED 5 ~ ~oa ` • a~ ~ REV SED C~ty of ~~gan COMMERCIAL & INDUSTRIAL pl8te INCLUDING MORTAR ! - - . S"2 NO TAESPASSING „ . : , ; U Q , ~ ~ o P'UBLIC ~ I - 9Z '440 ' ' REINFORCED CON- j~ ~ WORKS CONCRETE ENTRANCES E ~.--24~~~ CRETE COVER L•~N' Sa3 PRIVATE PflOP[RTY 6 6 6~ 6 Q ~ d. ~ g ~ NO TAESPASSING ~o" P~ s'o' 'o' dLilW N m~m g ~ ~ CONFORMit~ TO ~ -S DE PART~IE ~ s" MAX. ~ _ ~ ASTM C476 TO - - . „ ~ ~ a o COMPANY GARAGE <C J ~ r'' ~ ~ B ` 24 x 36 \MORTAR JOINT OR S"~ UNAUiilOA(ZED PERSO~dS OR ELEVATION OF RAMP Q Q~~ JT OR VEHfCIES NOT PERMiTiED z F-~o ~ ~ RECTANGULAR ~ USE PRE-FORMED OPENING ~ ~OINT FILLER iRMED - . Q = ~ R S°5 ENTAANCE ONIY ~ 4'p° ~ ! ~ (yJ: ~~z A ~ REINFORCED CON- ~ ~ iNEENAH R-1981-J ~ CRETE SECTIONS CON- S"6 EX(T ONLY twe « " W ~ } - ~ 'IONS - u.nmacu~~ ~ i i n.a~ A ~pa MANHOLE STEPS ~ CONFORMIN~ TO ~ OR APPROVED ~ ASTM C478 i TO S°7 EMPlOYEE PAf1K[NG z , ~ . U~~ ; .1 ~ S"8 ViSfTOR PARKINGJ~ ' , EQUAL JOINTS SHALL BE .s~' GK~MYIk LL BE S°9 NANOiCAP PARKING W/ SYMBOL OF ACCESS(41LITY r-~ ~TYPE R-4 WITH , IITH - - SECTION A•A s C.3726 S°10 'STOP ~roTE ~ ~ AS REOUIRED MNOOT SPEC.3726 'RU88ER "0"-RING • RI N G TM c~~e a+e a.e ~ra~in;on a~ ro~ rc~? wu M r«~ tK a M+ ~l oe~v.w a.? a oarnw ..?.~i ~wr S°lt SPEED LIh~IT 10 MPH TM''°'<°"°"'i~a~°i°~°'a'w°"M'd«x.~""~~ s~~?+M.,r+NNMee.~~nlw~+o~ ~ t._-. GASKETS. - ( .OI 9~ D" dimembn moy b IrcnarG vFw '~r~Yk, b pavfN a~1Mlr ~ ` ~ S"12 Pl~T EPITEA ~ Qz zhe i/n siooe +non ee ao~si~~ued in~a~pn ~ne cu~h io ine pme~ .~~e :o ~o N rne Wne~ ~ SEAL OPENINGS NGS S"t4 NO'DUMPING ^ REVISED standud ~ i AROUND PIPE WITH ' CONCRETE BIOCK E WITH Clfy Of B8eai1 Dlale N: O IOCK S°15 ALL VIS(TOAS AEPORT TO OFFICE PUBUC PEDESTRIAN CURB RAMP 16 O.C. AND MOR7AR. BOTH ~ 7ixse quonliiies and dass ol rip•rop shoutd vary based on vefocily. INSIDE AND OUTSIDE . BOTH _ - - FOR THE HANDICAPPED OUTSIDE S"16 N!A wORKS 530 ~ ~ - RIP•RAP REQUIRED (See MN, p.OL ~RAINAGE MANUALI OF;MANNOLE STRUCTURE SNALL S12E OF PIPE < CU Y0, 16 MAX. r , ~ BE FINISHED Sh~OTH: s~,. e oy., ~s , y SNALL S"17 N!A - DEPARTMEN Sh~OTH. 5°ie . - -N/A ~ Z O 36 ,o ae° ~z : . . .PO~C~'~ ~ e S"1g N/A--- ~ Q ~ ,pQ~~. e,''°, 2Y ~e 33" l~ R: ~ . i ~ ~P 2<~ B lees 4 q op s1ont os SpeCit ed in MN. D.O.L : a p p • o' S°20 N/A ~ ~-fE5 Si9n slond or d s e ts: 2 5U. 3A B 8 7 C E o n d ' ' D ~ ~ ~p o:\.. .:-%>,°...e. ~ ~ ? `3601.2 AI~A2A~9 BL .o. . . e. D C { HMA TYPE ~r'. 1 ~ Chonnel Poe1 Cioss HI rip=rop(MN:D[O.T. 6peC. 3601) ~ i5 rCqui~td: CONSTRUCT BENtNES WITH ~ ASCPif~iAI T( SI~FACF COIk~SE Ct~LY ) ~1 ~ NOTE~ SIGN MAY BE MOUNTED ON FENCE INSTEAO r~EiNFORCEO coNCRETE-J THE`eENC~~ES"sHA~~ MATCHF )P"OF OV~.11 FRIME COAT ~ ~ ITCH ° . . . ` - ~ OF POST WHERE FENCE IS AVAILABIE. easE s~Ae coNFORM~NC sPR~NCUNe oF THe P~PES. ~ ~ ~ ~ ~ ~ - ~ TO QSTM .C4~8 ~AND I" MINIMUM pOTTOM OF BENCN SHAIL ~ CONCRETE i i~ AG(iREGATE BASE ~ CL ASS 5) . . - ~ , - PROVIDE A SMOOTH TRANSITION ~ , MNDOT STD. PLATE 4011 Fi~~• FaoM iN~Er To ouT~er, ; VSITION . ~ , nrt ~ ,.,~„~a~ A r ' / ~ ~ ~ / ~ a~x ROADWAY SERVICES, INC: . ' ~ " hwi on o~ uw. nwx~t viro u~u 1-~2a ~ In ~ ~ , ; , T,< ~a5~ 3;«~~S:~s~ 2~;~ e~, t~~~~~s p~. ;o;~~ STANDARD ~TORM SEWER CATCH BASIN N OTmAin o an m~uvAr sR+uS r[ anaraDn anmx~ I io~~ rai~m ~liu ~ il~ i ~ ~ , " ' Ms~oiieE a1 60° fram top or bonom o! pipe. ~ ^ / . ~ 'l ^ ~ ~ . . ~ . . . jc; ~ t ~ , i ' W , ~ ~ ~ ~ i~ f i i SIGN ftlAN HEQ BY , o ~ ~ ' ROAOWAY fNSTALLED ~ 8 ~ ~r a ev co nctoe. ~ COMPACTED SUE3GRADE ~ ~ ( ( r ~ ^ ~(--(~Q ~ AEFER ~-~t 3 / C4 f~~ ~ 1 < i I V i i FOR GN LEGEND. rt( ^ <<;/~ ,N p- , . , , ~ `b o , , ~ c ~o , , , „ (1 p ~ p ~ 0 aia.aAn ~ PAV~MENT TYPE I ~ ~ ~ fI o ~ Q OQ ,a~ ~~h d ~ ~ ~ b TRACTOR PARKING AREA ~ ~ _ . Q ~ Prc;"9e 3 tli s tp laslen 7iosli Guard lo ~ NOT' TO SCALE ~ ~ A O A o~ - - 2' 1 0 G A I V. flored EnC. Hol dip Qolvonite alle~ fobritolion' P P T . . ~ , Pf E OS ~ , ~ P X t0'•0' LG. ~ ( 10'-4' lG. ~ ASPIiALT SURFACE COt~SE (HMA TYPE 41) ~ " a S'9 ) ASPHALT 81~ CC~RSE (HMA TYPE 31 ( HMA TYPE 41) Mo~ , •N 0 0 ASPFIALT CONCRETE ASPHALT }j K V ALT » AGGAEGATE BASE (CLASS 5) ASPHA~T ( SIRFACE COURSE C~LY ) s~oPE Awar PAVEMENT PAVEMENT PA EMENT ~ENT OUER PflIME CoAT DASHED LI E [ 4 , ~e, N P - nPaaox. ce~E ASPFIALT BEFOF ASHED LINE [NDICATES TOP Of ~~AP ~ AGt~EGATE BASE~c~ass a> , 50 (INSTAL~ ADD[1 ,SPFIALT BEFORE COMPACT[ON TACK COAT :NSTAL~ ADD[T[ONAL 3/4" X 3" ` r N ~ N ' ~ ° , WIDE ALONG PE , N SLOPE : PLAN ' JIDE ALONG PER[METERa - . _ „ ~ - N ~ ~ . . ' if c Ti~ai.~~rm'1t mei~llp~.~r vil~t. ~ul~ . . . ~ ~ ~d'~' . ~ ~ . ~ . . . ~ . ~ - - . . ~ ~ ~ : ~ . . . nr I'tt~ni •~7P~~UII 1 ~1~~~~h ~i9~'~. ~,(~hn qxl~llm~~ ~ ~ x . w,~~..rr.i,11 I1 II~ ' ~ . . . . ~1 ~ho J;<.iei pr~ nl Ihc~ !'il ~ F,n~innw ~ . ~ . . . ~"~~Ni~~~:r.?~1~.3~r I~~IYF~Ii~}{~~3E~~~~}~~j~ ~~j3t7r ~ . D . o ~ ^ 4 i 3~i ir ?lif'§~~,~C~tl~ }°klir~!IPp~.li3 ~ . . , k_._w ik-'--N--'- r r, , ~ PRIME COAT ~ ° ' ~ ~ rs~~r~,~x~,,,,~:?~,s~~n,~;1 ~ _ ` - _ G ' ` ~ ~ ~ 2~ RIP- RAP ~ b e~~f ~ - 8 ~IA. 4 . a~ . : ^ . r ~ I ~ PLAIN CONC. - .T~. SIIE OF i19E DARS "H° BOLTS N . r~ , ~ • ~ ~ . . . ~ ~ . , . . ~ . ~ . " G . b ~ . ~C COMPACTEQ SLSGAADE ~ ~ o 4D~YD 12 ~ I IJ~` 12° I.' ~ . . SANO F~LTER BIAMKET . _ ,p~ ~ \~~~~~~~~~~~~'Ci `'~N ~ECTION A-A FILTER fAeRlc , ~ . . COMPACTED SUBGRAUE PAVEMENT TYPE I I N a~cna'eon, s~ m TACK COAT VE{iTICAL =~TIC~~ PAVEMENT TYPE 1 2~ AUTOMOBILE TRAFFIC AR~A o~ SURFACES (TYPICAI) R,p.paP SIGN INSTALLATION DETAIL PICAI) ~ NOT TO ~CALE ~ o~ ~ REFER SHEET C2 FOR LOCATIONS AG6~IEGATE OASE TRUCK TRAFFIC AREA ~ o~ ~ Q NOT TO SCALE ; T C T I O N NOT TO SCALE ~ o~~~ . ~ ~ ~ ~ ~ ~ SAND FILTER BIANKET ~j' ' 1 - - - - - - - H FILTER FABRIC ~ ~ CN _ T s~cTi~N ~-R BETWEEN ASPHALT & CONCRETE SiDE viEw NOT TO SCALE . ~ ~ ~ ~ ~ ~ m O~ 6~.r ~ ~;C ~ 0 w 0 ~ ~m REVISED slandard ~ c~t of ea n Y 9a , ~ O O pla te # : ~ nn &~ffi^)I ~ ~ PuB~ic FLARED END SECTI N w - _ ~ xW.W. anu ~rwa K a4 PU7J$T $ ~y+ . m~~ w~wa o ~ p. 3 g) o-~ m R ' ROADWAY SERVICES, INC. , WQRKS ~6O ~c ~ ROADWAY SERVICES,' INC. _ 0e°~° "nx rrn cc~ n.va ' p+asrt aiio uan II`71~. R awwm ~ ROADWAY SERVI(~S~ II'll,. . ~ ~ ~q o uan 2-~ O~ ~,,,n,~ aro~st arx rrn a.w:~ a.va wv~+, a~ro ccsn 2"~ o d~ • ~ ~ g~ w0 ~w. a~II,93 arx ry bEPARTMEt~ , ~ ~ v~ &T,{ urr9t arx U'd n ~mart o en ro~cw+r a;m.f.i Ic arevo.~EM+~pae ~ CQhPoO(( 0 09l RU~OHAY ~iYKF3, tC ~ adeU~A.lUtr~einlel xdeU~A.lUtr~ciniel ~~R Q~ PaONaY 9++GtS, pC °°~yiu~eL.~2l~'nr~~~5 san~~ t:rk. e w.ce~lao.l.tr2 ~0 1 . . . ' y . . . ~ SHEET~'NO CITY OF EAGAN. PROJECT N0. 94-BP-T 4 C ~ 94 - 012 ~ . . y.~ . . . . ~ YI ~ U ~ W • N O F4 X 24' lG. f~ R O.C. . . . . ~ ~ ~ NOTE ~ P~OVI~E "S" TYPE JOINTS ' APPI.Y 8C@D. Bf~A!(Bi (c~ -l0 -6 O.C. ON ALL t S~C£ F W ~ ~ ~ W TRAIIER PQRKING DOLUES, ' ~p~~pv ,pi~ EXISTING NEW ~ EE- ~ N ~ l 0 1 ~2' 7' -o' WITH EUERY 4TH JOINT F:IAT~IAt (TOCI A PHA T fIA ~ HEING "E" TYPE BaTH SIDES) S L ASP LT q• r Dtn. H~ 1''DtA. HOlE3 FOR 3!4' ~ ROUNDED W ; SAWCUT OIl AOTO-M[Ll EXIST[NG DfA. x 32 ~A1FN7 AS f~QV ` " FOR READYLINE - PAVEMENT FOR A CIEAN, STAA[GHT EDGE : ~ M~CHOR A ~DfA. X 32' IONG CONC. TOP MICHOR AODS ~ ~ ~ ~ STOPLINE DOLLIES, TRANSfTION ~ PROVIDE "S"JOINTS ~a ~ ; " ~ ~0 5' S I 0: P[PE - p ~ 14' O.C., WITH o ~-TACK COAT ALI. VERT(CAl SUAFACES ;r „ f(LL W/ CONC. ~ w 0 ~ EVf RY 4TH JOINT - F,;~ y~, - - BEING °E~~ TYPE ` ~ ~ _ REFER SHEET C2 a ~ 7~ ~I' FOR LOCATfONS W w ~ I ~ o _ 1/2" [Gp,7E;BpSE ~ 2°4 X 6'-8' lG. ~ ~ ~ ~ ~ TACK COAi AlL AA~UNO N ~ ca~ac~ s~ P C. CONC. TRACTOR PARKING Ai PAVB,B~T o p~ ' ~ _ ~ 3 PARKING BUMPER ~ ~ ~ ~ CfOTEXTIIE fABHIC ~ NEW ASPFIALT PAVEMENT OV~f~ aASE ~ ~ ~ nEr-E~ 2~ 3o REFER SHEET C2 ~ NOT TO SCALE II 3 d~~ , -EXISTIPIG OASE ~ ~PAVEMENT ~ ~ ~ c ~ NEW/EXISTING ASPHALT INTERFA T0 ROW OF TAAffIC. AAO'SITE ~ ~ ~c~~a. NOT TO SCALE I I 4~ ~ : ~ ° I I FTG. O ~ ~ ~ d, _ e• ~arc, siAS wi s• z s~ i wz.s x w~.e wwF iNS~r z• r~au mc~ o~ ~.as ~ rrP. ~ ; NOTES~ DRAINAGE S~OTS ARE JOB SPECIFIC. vi~ ee~n~siav .a~NT „ v'~ m,._..~., R SPECIFIC. _ i i ~ ~ ~ o . . ~ . L 1 . ~ . ..O Z Y ~ar~ia~ froa. r~ ~o ROADWAY SERVICES, INC. . r on a~ n.w. ~t oia wo V8' X 2' PA1H SIOESI 4 X 24''l6. m,,,. , . . ~I~ . . ~ ~.p~ Q~ .K 2 SAWCUT SEALANT AS PF{I9 C~ 12' O.C. m~mnn o wc wa«.r smaz ,c ^-o«voaavz s: . - • I1~ ~ a o ~ v ' , . , . , .N , q ~ a' ~ . ~ . AWJSi 9E ~ . ' D. ~ e i ~;p., . p~-t-, "_d; , 'b"!'.^..' N ' D ~ ~..i . ~ . . . . . t~p , . . , _ , , , m.. ROADWAY SERVI(~S, INC. , . . . _ o~. ~x O~ O : t ~ . ~ . ~ . : ~ vn COUE~0.w.. . uanL tlw wo - Rvl(~S, INC. , - - R , , ~ ~ . ~ v~ aut . . . ~ . . . . 1 w++mro o m rRw er~:9'fMCC rC aroiA.~7M~roi / . . . . . . . 2-~IOa ~/~J EXTERIOR GUARD POST ar~~~A~7M~romao 1 yn x<ttMi~Ln2~~d 1 J't • I : . ~ ~ . . ~ . ~ . . . . . . . . ! U NOT TO SCALE~ 4V , • z vx+~ r'aas~ Fo O ~ PAOV(DE KINDORF °H-12D SAODLE ~ ~ ~ ~ CO~PACTEO S1,8(r~ADE t : TYPE WASHEA (TYP. 21 ' `5? ~ . . ~ ~ . . w3o - KINDORF "8-906 SOLID CHAN~lEI. a~ U ~ . DA1lL HOIES AS AEO'D. FOR U' BOITS. ' , _`~Q z~ ~~o ~ONTAOL JOfNT 'S' IXPANSION JOINT 'E' ' ' ~ PROVIDE KINDOFlF "C-105 314' ~TE~ A110 SEAIPM AT EXPNJSIIXd JOINTS WHBJ WA7ER COhDITICNS DICTAIE. CONDU(T STRAP. . t~a,0 ' ~go ¢ 7~~+ 3/4' RIG[D GALV. CONDU[T. w~w ~ a CONC. , = ~ APRd~ (X : DOL~Y~~ S~R~P- ~OIN ITJ 3' ~AIV. P[PE POST BY EIEC. CONTRACTOR. , 9 6 -0 R ' ~zz X'g~ , ROADWAY SERVICES, INC. ~_~O 6' -0' '"n~ mt aaE a+n ~arn oou um d~-- z W$ o NOT TO SCALE ' KINDOAF " H-286-3 U' BOITS - & HEX NUTS. 3/4' NOLES FO ~ S~arH ~ ~ . , ~ ~o 3/4' FIOLES FOR i a n a n o~ a. c + r ~ n m w. • a«„ m. i u~,~ n. s~ r m. u, y~• w i W~~ Q~ 8 1/2' Dfn. X 24 ~ ANCIIOR RODS- ~ v2~ otn. x 24' ~c. ~ o o ` ANCIIOR RODS~ SECTION THRU PIPE - ~ ~--zz Qap `~UQ °~o _ 3^ ~~_p° C~~Q. ~ „ i ~ ~ Na _ . < d. .~s ~ PIPE CAP j i ,rr~. Q W Q u ~ ~3m R PIPE POST BY ELEC. CONTRAC1t?R , ' ROADWAY SERUICES, iNC. r- ~ W ~°z 'm•" a''~a'a '+na+°°° 'cm , " 3"12 TYPE 'XHHW. " - 2 "4 X,5'-8' LG. ~ vavarx - ~ 3/4' NIPPLE X 2 LONG. CROUSE HINDS vw arK, & t"10TW GND N 0~~ ~moR o mt roq/+~ ~+xX rG r:nlm.uM.r.m I r.Y. ~ ntNn.tL?2'A 1 ~N sta~ Rcc - oA EQUA~ Fs aox fFSCZ7 wi rtis PC. CONC. AUTO PARKING E ~ ~ ~ ~ "5352 RECEPTACIE SPLIT W[AF~~ON~~~ Q J PARKING BUMPER _J ~ , Q ~,W= DELETE BOTTOMo TWO CKTS. (SYMBDL )~NI TAYMAC NOT TO SCALE ' Q ~ OUT~ET-0N r 90510 OEEP VERT[CAl RAINTl61I'( COVER.' SY~dBOI - 6°12 TYPE "XHHW' & 1"IOTW GNO o ~5 ~ W W A [N 3/4' RIGID GALV. CONOUIL > ~ ~ 13-30 / ~ ` -CONDUIT SUPPOAT (TYPJ ~ ~'I~ ~ ~ ~ ~ O 4 j ' " ' REFER 5A / E-L - o - . . . saev' ~ ~ F(XED ARM WITN 3 NEMA 3 BAINTIGHT JUNCT[ON ROADWAY SF~VICES, (NC. ~~~~s °°^^^w° RP ` STRANDS QARBED WIRE o~ ~ ' ° . vn cc~ aw.. ~n aia wn " vzi WI BLANK COVER. SIZE BOX °m" ~ ~ 2 Q AS REQ'D. FOR NUMBER OF ENTER[N6 rc~ ~s~o,E ` ^^a r~~/ao.llN.7~~a., a~,i airo u,n ~"'~0 u' ~ O ^,ar~~/ao.llN.7~~a . . ~ ~ I ~ ~ ' ~ ~ ~ • • ~ ? CONDUITS. fURNISH MEYERS NUB ° " . . . , . ' : , 6 ~ CONNECTIONS OF CONDU(T RUNS. • . . , - ~ - OP RAtI ~ ~ ~ - ~i ` a---~--'~ ' • . • , • = INTERIOR OF SITE ~ ~ e 0 , . . . - : _ . . , . , , ;..o ~ 12' DIA. CONC. BASE . o; p~ ~ W/ 1" WASH BY , . . : ° a - POSTS @ 10'-0" O.C. ~ . • : . ~ • ' 3 ~C ~ m e ~ " ELEC. CONTRACTOR i ~ t ~ ' . ~g 6 a' \V w .r MAX, . ~ _ o ; ~ ~ : ~ , ~ ~ . ~ ~ ~ ~ . . . ' . , ' ~ a ~ ~ . ~ . ~ 'D' ~ 1 . . . , ~ ~ , . . , " , , ° ' . ^ ~-FURNISH PVC TO RGC ~[~'f~[j~A S E-gpTTOM RAII OR Z . . ,..3i • , ~ ~ . ~ CONMECTOR ON , 5. Setliment Filters: A Block and Rocl< Inlet 9. Any a 9. Any soil or dirt stockpiles containing more J 1H t TENSIO~i w[~tE 0 , . ~ . " ~ . ~J •r , . CONDUIT R(SER. ' ' ~ ~'~F'~ . ; ~ Sediment Filter shall be installetl at ail thar than 10 cubic yards of material shaii not be ~ ~ CoNCRETE ~ ° , . Q~ , ' Pvc coNOUtT 70 ' catchbasin inlets which receive runoff from loc~ .~jl~' e " ~ ~ ' ADJACENT RECEP7ACLE~a~ located with a downslope drainage length of ~ Q ~ , auN nT 2a" M~N. d~sturbed areas. Block and Rocic Inlet F~Iters ~e5g VOQ • 12" DIA. BELOW GRADE. consist of open-core concrete masonry roac lesS than 25 feet from the toe of the pile to a Ffr11SN GAADE ~ roatlway or tlrainage channel. ff remaining for . p--;~~ - ~~5 2~ blocks wire screen {0,5" o eningsl, and mor p P p more than seven days, the stockpiles shall be ~ NOTE ~ FURNISN ALL KINDIN~F washed rock. Open-core concrete masonry stak ~ ~ DEVICES SPECIFIED W/ GALV, bIOCkS 2re laced len thwise on their sides tar~ stabilized by muiching, vegetative cover, t, r~ % • a tarps, or other means. Erosion from piles e~~ ' ~ ' . KROM RUST.IPaiIBITOR FIN. p g ~`~D ~ around the catchbasin inlet. Wire screen is whi which will be in existence for less than seven SEE ~~oTE 6ELOW ~ \4~ laced around the erimeter to the to of the tla tlays shall be controlled by placing silt fence , ; FOR f09T[N6 SIZES ~ BLOCK HEATER OUTLET DETAIL p p p v y ~R - block barrier before the rock is placed. The ban ~ NOT TO SCALE screen acts to prevent rocks from being rep~ barriers around the piles. In-street utiliry , ~ o; ' TYP. FOR fENCE G~ washetl through the biocks. Rocl< is placed loc~ repair, construction soil, or dirt stockpiles i~ ~ & GATES. located cioser than 25 feet to a roadway or d~ . a~ , s~.,,,,~ against the wire mesh to the top of the drai drainage channei must be covered with tarps FOOTING SIZES: 5--,; m ~ ~ Kww ROADWAY SERVICES, INC. R blocks. The rock size shoultl be 1 to 3 inch or s u a ~ ~ - or suita b le a lternative contro l if exposed for n. L f N E P O S T S~ - 1 2' D I A. X 3 6' D E E P more than seven days, and stormsewer inlets B. CORNER AND TERMINAL POSTS - 12' DIA. X 42" DEEP W W=;18 ~arx diameter such as MNDOT CA-1, CA-2, or CA- mor DIMENSIONS -•,h„a,~,~,~,,, . 3 Goarse Aggregate. Two rows of 8" bloclcs mu: must be protected with rock and block C. GaTE POSiS - 2~" DIA: X 4B' DEEP ~ CONCRETE + sl~nultl be used in order to form a barrier sed sed~ment f~~te~5 ar S~~t ren~~. TYPICAL FENCE DETAIL height of 16". H' A B ' CU. YDS./ LIN. FT./ 10. ; Mai L I N. F T. C U. Y D. 6, Ali other storm sewe~'inlets (cuiverts, flared ' sed . 10. Maintenance: All temporary erosion and I`1' NOT TO SCALE ~ ~ sediment controi devices shall be maintained Q 1" = end:sections, etc.? shall be: protected with silt in 6 8 13./2 B6{8 0.0582 I?.2 p in piace untii the contributing drainage a~ea ~ , Fl fence supportetl by wire mesh reinforcement has ( NOTES CONT. FROM C31 ~ until paving and turf establishment operations Cor has been stabilized. It shall be the ` - have been completed. Support posts should tem Contractor's responsibility to inspect all temp~rary erosion and sediment control ~ ~ 10. Ail manhole and catch basin structures shall The fabric shall be anchored in a trench dug be driven at least 2 feet into the round. tlev ' be pre-cast reinforced concrete with 4 ft. on the upslope side of the support posts. The g . p tlevices on a daily basis, The Contractor shall C Posts shall be 4 inch diameter wood osts, or rem ~ ' C - inside diameters un(ess otherwise indicated. trench shail be at least 6 inches deep and 6 . . . standard steel fence posts weighing not less beh remove accumulated sediment deposits from inches wide. The fabnc shall be la~d ~n the than 1,3 Ibs. er lineal f~ot, with a minimum ~ behind erosion and sediment control devices as needed, Sediment must not be ailowed to 11, RC Aprons: The Contractor shall tie the last trench, and then the trench shali be back~illed p as ' three sections of all da li hted RCP storm and com acted. length of 30 inches plus burial depth. acc~ Y 9 p the accumulate to a depth more than one-half of sewer with a minimum of two canopy tie boft 7, ' Ali denuded areas which have been finished v the height oI the erosion and sediment control devices, Deteriorated, tlamaged, or rotted T R fasteners per joint. This requirement applies Erosion control fence filter fabric shall be de ~ ROADWAY SERVICES, INC. ~ ~ erosion control devices must be immediately p~~o ~ 2~oo to both u stream and downstream i e inlets FI 1 OX r r vetl e ual furnished in 9~aded, and all denudetl areas for which other ero: P f~ p MIRA 0, o app o q, grading or site building construction repl ~ and outlets. Trash guards shall be installed a continuous roil in order to avoid splices. ain~ arx replaced by the Contractor. m.n,rNr oen mw.a wn~ rc an:um.inaz-ia , • ope~ations are not actively underway shall be on fiared end sections or aprons for all pines When a splice is necessary, it shail be made ermanentl or tem oraril stabilized a ainst 11, A larger than 12" in diameter. at a fence post At splices, the fabric shall be p y n Y 9 1 11, A 15" thick layer of,Ciass III riprap shall be ` o placed on a 7.5" thick layer of coarse ~ verla etl at least 6 inches folded over and erosion due to rain, wind, and r~~ning water plac 8.00' 29.33' 8A~' 12. All ductile iron i e shall be Class 52 D,I.P. ~ p~ ~ ' within 14 days. Stabilization methotls indude agg aggregate fi~ter at (ocations indicated on the d FAC~ o~ p A securely fastenetl to the fence post. seeding and mulching, sodding, and the early lar ~ p VARIE VARIES appiication of gravel base on areas to be Spe plan in accordance with MNDOT Standard q 0 13. The Contractor shall notify the Engineer of 2, The Contractor sl~all remove ail temporary paved, as : Specification 3601. Riprap shail be installed ~ as shown on MNDOT Sta~dard Plate No, a~ ~,~=tik~a~~~ ,fr,, o o ~ any discrepancies. synthetic, structurai, and nonbiodegradable 1 ~f#c F ~5 hL S . . ' Z . ~ ~ 1 ~ . ~ ~ ~ 3133B for the size of pi~e indicated. For pipe ~ t~.y L`~l y~ <N erosion and sediment control devices after the • • ; ,,y.» ,~.t~s r.. ;£tt,.,:,,.~~~~, ~ W- ~ All denuded areas which will not be paved size ' 14. Utilit Trench Com action Re uirements: site has undergone finai stabilization. ; ; ~ ~ Q , shall be covered with a minimum of 4" of sizes smaller than 12" diameter, the minimum ~~o ~ co~c. cuae ~ 95°/o Standard Proctor maximum dry density to soil immetliatel after final s~b rade qua ~ P V 9 less ; d cutr~ ASTM D698-78 r quantity of riprap and filter blanket shall be no ~ aN less than tliat required for 12" diameter r~~~~~ ~ v ~ , ,y ( o AASHTO T-99) from the 3. Temporarv Rock Construction Entrances: A completion. These areas shall then be seedetl ; ~ , pine zone to within 3 feet of the round rock ad shall be i~cated at all oints where 12. All E ~ O ~h ° ~ 29.33' 8.00' ~ 0 9 p n and mulched, or sodded and staked, within 8.00 ~ surface, and 100 /o Standard Proctor vehicles exit the construction site, The rock 72 hours after com letion of final radin 12. All erosion control practices shafl be o"' r~aaESr ossreucriau ; maximum dry density in the final 3 feet p g g perf ; . 5.58' , ~ 2.42' OVEAHANG pads must be installed before grading begins w rk w h r ermittin . To soil shall meet 0 1 e a t e p g 1 p o u t l ~ o R ~ c~ P A V E~ T-~ ; ~ he r ir m nts of MND T 877 for To soil ~ performed in accordance with the methods ~ o~~ outlined in the best management practices ~ on th e si t e. Th e r o ck siz e sh o ul d b e 1 t o 2 t equ e e 0 3 p han The Contractor shali provide tlensity tests in inch tliameter such as MNDOT CA-1 or Borrow. Other soil stabilization methods shall Ar handbook: Protectina Water Qualitv in Urban ~q ~N~s5 ~'=~~~'t s~~~~} nsa~iA~r ea sra~E ~ backfilis antl fills placed beneath footmgs, MNDOT CA-2 coarse a re ate. The e~ ~ ~ 99 9 Areas, pubiished by the Minnesota Pollution ~ o o~ ~~~.s ~~,~~RRI s,~rY;<,Ma; PnvE~Nr ~ be installed as directed by the site engineer or Con ~ ~~,~E~~,~~.F,, , slabs, and pavements. At least one re ate should be laced in a la er at leas ~ ~ ; ; a99 9 p y t by local government off~c~als, Control Agency. ~ m ~ ~41 N,. compaction test shall be provided for every in h hick acros the entire witlth of the g~ ~ cax. oo~~v en~ i rrPicn~ ~ ~ , 6 c es t s 13. The 100 feet of trench at vertical intervais not 13. The Contractor shall clean out all temporary R W o N ; entrance. The rock entrance should exte~d at sedi ; exceeding twa feat. least 50 feet into the con5truction zone, A Unless otherwise noted, ti~e appropnate dates sedimentation basins to be used as permanent o ~a , for spring seetlinglsodding are from Apri415 tivat ~ 0 5.00 14.33 ~'i g,pp~ ~ geotextile fabric may be used untler the rock throu h June 1. Fail sodtlin is enerall entr~ vvater quality management basin after the ~ o m entire project has undergone final ` 15. All pond banlc slopes shall be no stee er than g g g Y P in flrder to prevent migration of soi) into the ~ acceptable from August 15 through stak ~ , ~ o 3: 1 f o r s a f e t y p u r p o s e s. r o c l<. stabilization. ~ 3.50' ' ~.50 OVERHANG a r~nAEST ODSTRUCTIO~ I November 1; fali seedmg from August 15 aa EocE oF Pav~ur ~ throu h Se tember 1, e in m 14, Th , g p 5 Se d g ust take e ' ' ; r 4. The Contractor shall remove aii soils and 14, The Contractor shall construct all proposed d sideslopes with grades not exceeding 3:1 (3 ~ a,:. E R 0 I piace prior to September 15. After side ~ S 0 N C 0 N T R 0 L sediments tracked or otherwise deposited m r h ri ; Septe be 15, the Contractor shail wait until o horizonYal to 1 vertical). onto pavement areas. Removal shall be on a BACK-IN TRAILER PARKING Tne ~o~t~a~to~ sna~~ ~~sta~~ ~ros~o~ ~o~t~o~ November 1 to perform tlormant seeding. In dai! basis throughout the tluration of the . ~ ~ fence at the locations shown on the lans Y w h II be areas that are to be seeded, MNDOT Standard NOT TO SCALE . P construction, Paved road ays s a BENCHMARI<S . onor to beninninn cnnctn~rt~~~ Cilt fonrn _i____a t,.. ..I,J..~.,r Spec. 3882 Type 1 mulcn shailbe appiied , -1--l-I.. -111 Uiemieu uy a1iUve1111y vi avvccNiiiy, .-~uwi uniformly over the soii surface by hand or . oP installed without a supporting fence shall be washing shall'be allowed only after sediment , , 1, Top nut of fire hytlrant at the Southeast m a c hin e wit hm 24 h o u r s a f t e r s e e din g i n Q u a ins ta l le tl wi t h post spacing o f 4 feet or less. h a s b e en removed b shovelin g or swee pin g. Quadrant of the intersection of Lone Oak Road and Neil Armstrong Boulevard. , - accordance with MNDOT Staridard Spec. Posts shall be 2 inch square or larger Roa 2575.3, Immediately after placement, all Elev hardwood, pine, or standard T- or U-section , Elevation = 857.45 Feet (N.G.V.D.). steel posts. T- or U-section steel osts shali mulch matenal shali be anchored into the soil - SHEfT N0. p by crimping (straight disking) in a direction 2• Top weigh not less than 1.0 Ib per lineal foot. perpentli cular to that of the overland storm Oak 2. Top nut of the 2nd fire hydrant south of Lone ~'r~° Oak Road on Neil Armstrong Boulevard. CI 0 F EAGA ~ l.e 9 0. P~ I C 5 Posts should be placed or driven at least 2 water flow. Seed mixture shall be equivalent feet into the c~rountl antl shall have a Elev Elevation = 856,54 Feet (N.G.V.D.). minimum len th of 3 to MNDOT Standard Spec. 3$76 No. 500 g 0 inches plus bunal . . . OF:.. depth. unless otherwise specified. _ 94 - 012 ~ ' ~ , . LEGEND: , t .._`v~.;,, ~ ~ ~ . , , - ~,Q , ~ ~ ; . ~ , < ~ ~ ~ ~ ~ ' NE~V CONCRETE PAVEMENT ~ r,' ~ V~ ~ , ~ , ~ ' , ~ , ~7~T,~~ D~~~HAL~ :~afit~MENT ~TYP~~E ~1 : ~ ~ ~ ! ~ ~ ; HEAVY DUTY CONCRETE CllRB & GUTTER ~ ` T(~ `N~1N. CiiRB, APF?RbX. '14' WID7H. , ` ~ ~ ~ , , ~ e PORTABLE CONCRETE TRACTOR ` W ~ MAI~T#~11V ~LOPE ~QF~ EXIS~ING A~~H~4LT-~ ~ ~ ~ : . \ ~ . PA"~~M~t? ~E~R' TQ 7-C5 FOR_ , REMnVE EXI5TI~C CONCR~TE . ~ BUMPERS, 26 REQ'D. INSTALL STANDARD CQNCRETE CURB & GUT(ER N' ~ ~ ~ ~ z ~ ~ ~ ~ NE4~~~t~5~'~N~ ASPM~C7 I~TERFACE~- ~ ~ ~ ~ ~ ~ CUR~ AND GUTTER AND ~ ~ ; WIT~i F.O.C. 2' FROM EDGE TRACTOR BUMPER a QF PAVEMENT. ' ~ - ~ ; ~ ~ ~ ~ G~A~SED ISL~tl~D. R~PLACE , ; , ~~:T~tiL z~~ = REMOVE EXISTING . ~ ~ ~ ° ~ ~ , ~ ~ WITN ~ A5PHALT TYP 1. RE~ER , ~ ~ ; ~ ~ ~ ~ . i NEW 6' HIGH CHAIN LINK FENCE N PORTION OF EXISTING` o~o~vi : FENCE & ELEC`CRICAL TO 7-C5 FOR I~iTERFRCE , ; , ~ , FENCE TO REMAIN. ~'o Q~ - ; T TO' EXiST, RESTRIPE 1'RAILER ~ „ ,y HEAVY DUTY CON~. CURB & EXISTlNG CURB ADJACEN DETAIL. ADJUST GRADES TO , .ER - SEAI: COAT PAVEMENT IN W W~w~w TRACTOR PARKING AREAS ZoWO~z TO t- 4 EMPLOYEE PARKING . MAINTAIN POSITIVE DRAINAGE. PARKING SPACES ` ` < GUTfER, REFER C ' TO REMAIN ' ; , - i~ EXISTING DOLLY PAD'TO REMAIN. z• . ~ T ~1' ~ ~ ~L , „ X . ~ C , > ~ ~ ~ U . ~ ; ~ , .r : P~ . ~ ~R1`Y !~1~iE ' ~ ~ ~ ~ ~ , ~ , ~ ~ \ ~ ~p~~N~ ~ _ ~aa~~a i / : ~ ~ w w-w ~ ; ~ ~ ~ ~ / P~ ~ . . ~ ' ~ \ ~ ~,~3 a ~ z ~ ~ , . ~ ~ y~~ ~ ~ ~ ~N~ ~ ~ss. ~ ~ ~ ~ ~ , ~ ~ . ~ ~ ~ ' ~ . ~ ~ _ ~ C r ~ ` ~ . . ~ ~ ~ . , , ~ r - = _ ~ _ ~ ~ - - , , ~ ~ [.l, 1~cF ~TCR ~G~~ ; ' T , ~ ~ ~ . , , ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ U.< ~ A U E " " ~ ~ ~ _ . _ 8 SAN S _ ~ ~ ~~F i ~ ~ ~ ~ ~ ~ . , ~ - F0. , ~ ~",T F~li~ ~ - - r'`'---_ ~ ; r.- ~ ~ , .w _ _ _ : ~SIaN - ; d~ v ~ ~ ~l N N 00 ~ ~ < = , w_: . , - - ~ . . 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SALVAGE PORTABLE ~ ~ ~ ~ , ?0.65 ~ ~ p 41.3 - ~ ~ ~ • ~ ~ ~ , ^ HEATERS FOR P & D ' . . ~ ~ ~ ~ . ~ ~ ,r ~ ~ , ~;,~~tc ~ ,_o_~s ~ , , , . ~r ~ „ . ~ ~ Y ~ ~ ~ ~ ~ ~ CONCRETE BUMPERS ~IN ~ ~ coNC ~ E. ~ e~~ „ ~ ~ ~ ~ ~PAINTED WALKWA ~ ~ ~ ' . ~ ~ , ~ . ~ i~ u~~ ~ l i~8~$2 ~78 , ~ ~ ~ ~ z ~ NS I , ~ ~ r F~~liI~DIN~-° °o J~; 2s3 : ~ ~ ~ y~~ ~~PARKING (TYP)~,~ RE~'ER' ~ ~ I ; . . . : ~ ~ ~/i {p ~ ~ ~ ~ ~ ~ ~ , i, ~ ~ ~ ~ . TALL ~ OC € ~ ~ ~ ~ -___r = r=-~.-_~- ~ ; _ ~ v , ~ ~ ~ ~ ~ ~ EXISTING~ E PLOYEE ~ ~ INSTALL NEW CON~~E7E ; ~ ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ _ _ ~ ~ . ~ _ ~ ~ ER TO ~ 12- OC ~ ~ o ~ - , • ~ x. . TO DWG 12-C5 ER TO 12-C5 0 ~ 1 ~ ~ ~ ~ ~ z~ ~ wo ~ F1~51 FL OR ~ SiA~IUN.:.:.. ~ ~ ~ ~ ~ < ~ ~ ; ~ ~ ~ PARKING ! AREA EOR ~ ~ [7~CLY ~ PAD~ ~8~.~ RESTRIPE~~ ~ ~ ~ ~ ~ ~ a _ I ; . ~ ~ ~ ~ ,Q ' ~ , . ~ , ~ L ~CTRIGAL ~ SEE E . ~VE NA~v~ . ~~6.3 r : _ : _ ~ ~ CTRIGAL I ~ ~ _L - : . . . . . : ~ ~ ~ (SEE EL"ECTRICAL} ~,.f ;f _ ~ t.~. RE-USE IN TRACTOR ~ ; ~ E~iS~'. T~AII:ER` SP.ACES . ~ ~ ~ . ~ . , ' ~ ' ~ ~ ~ I I c . 1 I ~ ~ x' ~ 0 . . ~ \ .y... . ?y~h.\ ~ . . ~ ~ . ~ ` N r ~ i TRA~TOR PARK G= 81 STALLS ` ' Z~ P T „ ~ ; ~ „ , " " , ° " - ~>!l~~rA~ ~ C - - s , . ~ . 120.60 . : ; ' r. , 88~ ____.TM ~ , , . . , , . . . T - F n ~ . _ . . , . ~ ~ , , : . , . . _ . . . . . . . . . . . . . . . . , . . . . . . . . . . . ~ . . . . . I _ : ~ . ~ ,-P NEW 6' CHAIN LINK r~~ Z~e . , _ . . . . . . . ~ . . . . . . ~ . , . . ~ . . . . . ~ , . . . ~ . . , , . . . . . . . . . . . ~ . _ . . . . . . . . . . . . . . I ~ _ . : „ ~ E ~ ` ; ; _ ~ ~ . I-~ ~ , t~ ~~t~ ~ , ~ ~ ~ ~ ~ =~r INSTALL NEW ~ ~ u 1 ~ ~r \ FENCE t/i .O _ ~ - I;! J~R~,~~ F ~ : - ~ ~ ~ ~ , i ~ ; , ~ , ~ CONCRETE • : . 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B ~~I' ~ U M ~~~~~N ~0 , . . ~ , r . ~ . . . . . . , . . . ~ ~n , ~ ~ , M I N O U S~ ._„I (w ~ N NEW STANDARD CU.~B w ~ ~ ~ , . „ . ~ r. . m ~ -~.:M „ ; ; \ ~ ~ ~ . _ ~ ~ ; - ~ , , ~ „ ~ ~ ~ ~ ; ~ ~ ~ 3. ~ ~ ~ ~ ~ , i ; , ~ G, EE ~ ` ~ ~ ' o AND GUTTER. REFER'~ \ ~ ~g\, ' % ~ o~g ~ ' . ; ~ . . ~ ~ ; , ~ ~ ~ < : ~ . ~ - • ~ ~ • : : ~ • , ; , . . ~ ~ ~ . . .s. . ~ ~ ; o;. 1~ , t~. ~ .43 ~ ~ ~ , • ~ iuv = ass. ~ ~ ~ ~ , . ~ ~ , . . ~ ~ . _ _ ~ ~ ~ o~: s • • • • ~ T~11-C5 _ . ~ " r JI a ~ \ \ ~ J 0 ~'~14.13 ; ~ , ~ ~ , ~ ~ ~ ~ _ ~ti ~ rTRUCK ~ 5CALE'' . . _ _ ~ - c. : , ~ ~ r 0 I.- - - - ~ ~ , . _ ~ , : . ~ ~ . . . 1 . 3 r~ , . , , 3., au , _ , . y ,;w . . , x, . . . ; . ° ~ ' . . ~ : ~ 0 , .~z~ > : ~ _ ~ ~ , ~ , {N57~lLl..NEW ~~1N~., s~7 ; . , , ~M~ ~ ~ ~ ~ AMP g ,o, ~ ~ , ' .w_ ~ , . , , , ~ , 5 . ~V ~ ~ ~ ~ ~ ~ ~ ~ ~ : : . o ~ IEt N , ~ a . . ~ - •o `~„r . . lRON . , . , , FQ R . , UP` 8 : u~ . ~,,~~E~.-~~Q ~KfS~GI~G o t ~ _ x n 3 . ~ ; = ~ - ~ ~ ~PF- N~9 W ~ ~~5~~0 r~ n o ~ , . „ . , K :c - 65.a0 _ , ~ ~ r~ ' _ _ z ° , ; , ' _ t . „ ~ S~IGN ,~2 ~ _ - ~ m _ _ _ _ ~_~..~~~.d~ ~y ~ ~ , 2 9 0~ ~v ~ r~~ ~ ~ ~ ~ ~ , , . . , . , , ~Q' , . r 133A0 23~0 _ . , _ ' , ; , , ~ , vVALt_ M - ~ ~ ~ ~ ~ ~ _ ~84. `~a ~ - s ~ _ ~ - , ~ , ~ G ~ ~ ~ . ~ , ~ . . _ ~ ; . ~ ~ . _ ~ , , . ~ ~ ; Ct~NG ~TE ~ ~ ' , ~ Xi~~ ~N . ~ ~ ~ , G : ~ , ~ ~ EX_ I ~ R~IOCATE ~ ST ;,.G . - ISl' ~ ~ ~ . ~ ~ c~ . ~ ~ ~ ~ . , ~ ~ ~ , _ . ~ O _ ~y,.! i- _ . _ r~ _ 5~~2 ~ _ ~ ~ ~ ~ ~ ~ ~ , , ~ ~ ~ ,rc ~ ~ ~ ~ : ~ _ I ~ ; ~ _ _ ~ ,gti, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ H,~~~ .~.~~1~ ~,~1~~~ , ~ : . ~ r ; 16 ~ ~ 16 ~ ~ N ~ , r. , l _ _ , ~ ~ , . ~1~k1~ Ol~ ~ ~~Ua \ - r~ ~ / ~ ~ ~ ,~L, ~ . _ _ , _ _ , : ; ~ j; -r`` t ~ ) 1 \ ~~q n ~ar c : ,y ~ ~ J~~,J . . . ~ , . , . ~ ~ ~ ~ n~o A 1 " , ' . T y,,;~ ' ~ . ' - f. ~ . } o - ~ a . ~ 60.00 60.00 ~ _ . ' ~`j , . . . , ~ , ~ ~ _ , ~ , `1 ~ ; .,r; ~ ~ - ~ , ~ ~ ~ . t, ~ ~ ~ ~ ~ . l j ~ ~ p , , , ~ ; ~n ~ ' , ~ ~ ~ ; ~ . ~ ~ . / . OIVG:. - ~ - ° • , ? : . r- : „ v ' Z ` ` , . , , , , ~ . . / , ~ , ~ J ' f ~ / , . , " ~ ~ ~ ~ , ~n a . ~ ~ f HI I ~ ; a , ~ ; , , . ; , . . , . ~VV :~5- CH,. #N K w o r~ N HEA~f~~l~ CONC. NEW CONCRETE DOLLY F'AD NEW 6 ~ HAIN L. 4C • a , ~ ~ o° U . < . ; . . ~ x. . , i , , . . , ~ , _ A~ OF:; . - ! CJ _ ~ . R; . . _ , . . ~ . ~ ~ URB A~UD ~f if`~R. REFER TO 6-C5. EDGES FEN~E - ~ Q C.) ' ~ , ; i r~. ~ REFEk~= , ~ ~ , ~ ; x t" ~ . - ~ ~ o ~ ~ 1 . ; ~ ~ ~ ~ ~ ~ ~ : ~ ~ REFEk~TO 1-C4. OF CONCRETE TO MATCH " ' ,o~' Z ' Q _ ' ~ ' ~ ~ ~ ° ~ 60' ~ ~ ~ a , ' ~ / ~ ~ ~ ~ r~ ~ ~ ~ ~ ~ ~ , , ~ . ~ ~ ~ ~ ~ ~ ~ ~ ' ~ . ` ~ ~ ``r~ ; ~ c ~ Q ~ ; : w ~ ~ ~ , , ; ~ ~ ~ , ~ ~ ~ ~ ~ EXISTING GRADES. : " ; ' , , ~ r. v.. : ~ ' . ~ , ~ ~ ~ ~ ,y ~ ~ ~ ~ ~ : ~ . , ~ i, , ~ : : ~ ~ r' ~ • t~ ~ ~ , , , . 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EXISTING BOUNDARY, LOCATION, . . „ _ 8 ~ ; ' ~ 2, ~ ~ ~ j- „ , 1~ : ~ , ` , ,f , - S 11 : + _ , ~ \ . 42.00 " . . . ~ ~ d~rA , . ' , " , ~ ~ TOPOGRAPHIC, AND :UTItiTY' INFORMATION ' ~1 , . .Y. ~ ~ ~ = ~ ; ~ 50 R 14 \ ;30'R ~ \J ~ ~ z ' , . . \ \ : ~ ~ . ~ . , ; , , j J SHOWN ON THIS PLAN IS FROM A FIELD , , . I ~ s R . , ~ ---~-~.r: ` c~'~ ' ' ~ ' : ti r ~ _ ~ ~ NEW SNlING GATES SURVEY BY SUNDE LAN~D SURVEYING, INC: ' ~ N - ~ , , _ ~ ~ / , ~ ~ r ~ . ~ ~ ~ ~ . ~ ~ ~ , ' ~ ~ ; ~t~ ~ ~ j ~ ~ ~ DATED 5~9~94. ~ ~ ~ , ~r , ~ • ~ ~ , , s - ~ ~ . , ~ , . ~ . 0 : ~N~W ;6"~ CH~~ Llt~K~~ ~ - : ~ . ~ 1 ~ ~ ~ ~ ~ ~ \ ; ' END CURB & GUTTER 2. ALL DIMENSIONS ARE TO FACE OF CURB g ~ , _ ~ ~ - ; . ~ P ~ , . Q~~ D~AI~IAG~. ~ ~ ~ST;~N AR CURB ~UTTER~ A ~ ~ 30 ~ ~ ~ ~ . , : _ ~ , ` ~'~N~~ , ; , , ~ , . PROP S 'D qRA NA EASEMENT " p . . ~ i . w~.~r ~ r.~~m. ,~4~ R . ~ e . i'J : ~ : 1 - . M~.1` . : : R T 11-C5 ~ > h AT PROPERTY LINE UNLESS OTHERWISE INDICATED. ~ ~ „ r - t~ ; , , r , R E ANDALE CEN D STRIAL , , , ' ~ / , . , ~ ~ ~ , ' ° ~ ~ ~ ~ Pk I~G. 2 ` , 40 ' t„ ~ . ~ . ~ ~ - r. , Q , " s ..`~...~+a. . m a. m .e ~\`-i ~ = - - `~~~.,L ~ ~ . . . ~ . ~ ~ ~ ~ ~ t : ~ ~~7 p~ ,A, ~ .r` r ~r .~r ~rr f~" 3. THE CONTRACTOR SHALL NOTIFY THE ~1 . , . . , . , ; i . ; ~ . ~ ~ . ~ . GYY ~.R: .YY. . . c~~~I~y ~ . , . , t , . ^ ` ' . . ~ ~ . i , 1 ~ ' ~ , ' ` i ' ~z : . , ~ , , , 'r..~.;.~_.V 3~fV--~S-- ~ - - . , - - ~ ~ ENGINEER OF ANY DISCREPANCIES. a 3 ` ~n . 42' ~ M o - - . 42' : ; . , ~ . ; < ~ 6 ~ ~ , ~ , 6~ ~ V~ ~ ~ ~ ~ , ~ ' rs 4. ALL APPROVED PARKING STALLS SHALL BE a ~ ~ ~g~q ~8~6 _ ~ , i ~ ~ ~~<<T i~c~~vs~-~~, ~ ~ v• 35,R , ~ , ~ , ~ : = DESIGNATED 'WITH, 4" WIDE SURFACE ~q 3~ ~ ~ ~;7 ~ . " ` . . 7 . ; . o ' , - A : - - - - ~ ' ~ - - - - ~ . , ; - - - - ~ _ , . _ ~ ~ , ~ ~ „ ~ MARKINGS. ~ ' ~ v ~r - - . ~ ~ r , . . s~r~ o ~ , ~ ~ , _ - ~s ~ _ ~ ~ < . ~ ~ . r. ~ „ ; ~ ~ , ~ . z ~ ; ` _ CITY) ; ~ ~ ° ; .a;, . : , : r - - - _ ~ ~ _ ~ ~ ~ ~ _ - ~ ~ . - - - ~ ~ ~ > ~ ,_;4; - _ _ _ ~ ~ ~ _ `~uf . ~ . ~ ~ ~ ~o- ~fiEl.~ - - - ~ ~ ~ . ~ ~ ~ ` , - _ . - ~ ~ _ : . . , - - - ~ ~ ` 5, SURFAGE MARKINGS (LEi'TERS AND ~ ~ 0mM ` SYMBOLS) SHALL 'BE IN CONFORMANCE ~ o~~ao ~ ---GAS, ` ~ - r----- T ` _ :T~ ~ ~ ~ ~ : ~ „ ~ ~ ~ - - ~ - - - - - ~ ~ 4UITH THE STANDARD ALPHABETS FOR 00 ~ ~ _a' acp ~ ~ _ _ _ - - - - ~ , _ _ ~ ~ - ~ , . . , - ~ ' d. ~ ~ 16' RCPY : - RcP HIGHWAY 51GNS AND PAVEMENT MARKINGS, ~_o° o~ , . ~ i , . , . . „ ' " ~ . N ^1r . . . - , , . , _ . . . . , , . . , . " ~ . . . , „ . . . _ ~...s_--'---------.,._ T ~_~5..,..__. ~hj. i . _ ~ ~ . ' . _ t...__.. . . . . ~ . , , ~ , . . ` . Iy ~ . . . ~ . - FHA (HT0-20). ~ m ~ ~ , , . . ' . t" ; , I . Cy: , 11.. ,!1 a _ . _ . _ . ~ ~ _ ~ ~ . . , . - - - - - - - - - . . ; , . ~ - - ~ - - - . , . . . . . . _ . . , . ~ x, .k~ . . . ~ ~ W~4T~R ~ . . ~ ~ . ~ W ;,tr°~- _ ~ W p y . . , . ~ . . _ . _ - " . - ~ e . • . . ~ - . , , ; , z - i ~ ~ . . . . . 6. EXISTING WOODEN LIGHT POL~S AND ~ RELATED ELECTRICAI TO BE RELOCATED ~ om BY THE LOCAL UTIUiY COMPANY. THE ~ , , . . , , , , ~ , ~ , , , . ~ . CONTRACTOR SHALL CONTACT NSP:AT 825 ~ a. y . . ~ ~ . ~~i . RICE STREETy SAINT PAUI, MN 55117, . . . , , : ~ . , . ~ . . : , , - , , ~ : . . (612) 221-4i 03 AND COORDINATE THE ~ . , , . . r ~ . . . . _ 60 0 60 I20 RE~OCATION WORK. ~ ~ SCALE IN FEET 7. SEE 'DRAWING C4 FOR SIGN I.EGEND CONTRACTOR SHALL ~ ~ , ~ _ ~ LONE OAK ROAD RECONSTRUCTiON AND COORDINATE DRIVE- , "BITUMfNOUS WALKWAY WAY ENTRANCE' . :BY CITY OF EAGAN'INSTALlATION WITN CIIY RECONSTRUCTION' SHEEt`N0. ' 0F LONE OAK ' ROAD. ' . CITY QF EAGAN PROJECT N0. 94~-BP-~T r r > , ~ . . ~ ~11), . . . . : . . . . . ~ LEGEND: ~g.-~..~ 1 "~tG ~ ~ ,r' ASPHALT PkVEMENT TYPE I ~ ~ `'4~,,. - . . ~ ~ ~ . . ~ . ~ ~r . t~ . . . ~ . . . . . . . . 12"RCP ST. S. _ ~ ASPHALT PAVEMENT TYPE II , W ~ b . ( , ,t , , TYPE TYPE III PAVEMENT, REFI , TYPE I PAVEMENT Z) ST. S.CB ZZ ST. S. CB ASPNALT PAVEMENT TYPE III , REFE REFER TO 2b-C4. REFER TO 7-C5 FOR ~ REFER TO 2-C4. INTE TOP= 872.80 I i TOP = 876.30 REFER T0 7-C5 FOR INTERFACE DETAIL. ; N ~ INV. = 868.80 + ~ INV. = 872.30 INTERFACE DETAII.. ALTERNATE 2 ASPHALT OVERLAY AREA Z7 OIL/WATER ~u ~ SEPARATOR ow a~ f . , , : "HIGHLAND" MODEL a°' cn~ , ~ : t HTC-7000 ~w °z3w, ~ NN a~N ~ ~ ~ , -r , f , i ' _ ~ - f...~. `~l^ W N J N _ . . ~ . ( ~ ~ , ~ f', •``~a~ 28 ST. S. C B o o z'o ~ j - , ;f • a : . ~ TOP = 874.50 oa 3wQ f ~t INV. = 871.00 aW zZ~ 1•JY E69 I . ~ ` ' ` l ~ . _ ~ wUP~,~IEEF? ~ _ i r - . _ _ .J y . , , n , ~ ; ~ I UP~,~1EEF? ~7Ci~th;rE I ~ ~ ~j1 ;o. 3oa w , . ae l} ~,y ~~~li ~r^ '..i ~"a i .r ~y„ ~ ~ fi . .~~fYYM1 . ......m_ ~ r~ ~ ~ . - . . ~ : w rv~ N: r~ . _ _ ~ ~ ~ „ ~ , ~ - i , 6f ` ~ w> wzw , ' ~i ~ z r- z a v~ . , ~ , ~n . , ~ . .m _ r, n ; , i; ; ...ti.~ ~ . . M~ . . . . . . _ . . . _ . . . . . • , ~__.._.w_ _ 4 . . 9~, C~ i r H ai~ ~ rdr f/. ` ~ 4,~ o.. w_._ ~ ~ - ; ;Y ~ m ~ ~ : " - ~ . : w . ,~.,~,.,n~r::.. <.; . ; ` . . . . . . . . . . : , , . . . . . . . . . .w. M.,~.,~ . . . . . . ~ . . . . . . . r ~ , . . . . < ~ . w,M~.~ t . . ; . . , . .,~~r~ ~ u . . . . , . . . . ~ m.. ~s : . . 1 , , . . . . . f.., ~ . . . ? ~ , . ~ . . , ~ ~ ~ vb r . . . , . , . . . . . . ~ . ~ • _ , ; , ~ _ ~ ~ 0 ~ ~ ~ , ~ , ~0 ~ _..._...~~3 , ~ ii... »~+,~»~,~r°.~,., . ~J" " " ST. S. CB ~ _ . . . . . . :~w~ M C ___,..w.W.~,.~:~:..,~._ . I7 ~N i J . b~. w,. . .._w:.,.~w_.......;.:;... , . , . . ~ . . . , ~ . : ~ ; , y..: :r...~~'....w.-.. ...,..._.`..`~"w-":..6.._..... r' ~ ~ ~+..:i.w.~.~...,. . . . . ~ Jv t . ' , ~ , , ; „ ~ : , , J , '..o..., .,....~u..ww:....».......:.s..,.w . 7 ~,.y...._:. ~_,.w . ' y r ' :.w~.n.w...;::~...... ..u,.~;.c.:......:_.e...,.. ..:........:.._......,~.v....... ~..i._...~~.M:,........... ___••y„wc...... TOP - 878.90 _ ~ , r . , , ~ ~ . , , ._'F~.,, ~~il r~ f `\k~1 (0 ~ INV. =870.71~ ~ . ~~IN L~~i< ~E~r~ EiF~', ~ ~ ~ ~ ~ lNl~~-- f ~ a: ~ , l ~c~ ' ~ , . % ; : ~ 5 ~ LI'4h f~` 60 0 60 I 20 . ~ ~ ~ _ _ ~ f~N~i 1 "v ~P ~ p,~ , i ` ~ ' r,(\ C . _l,[.....sL. ~.ti._..(... ~ ~ ~ II ~ y ~ d`" ~ ~ L ~ ~ti_~,~.. _ , . ~ ~ ~ ~ 1 ~ , ^ , d ' l r^ ~ SCALE W FEET ~ _ ~ ~ ~ r ~ . E~ I ~ i.~ P~~~ I P~~~a . , ~ l ~ ~ ~ ~ ~ ~ r .w:~- ~ . ~r~~ s~ ~,a ~al~d l l~l~ v ~ . . J w ~ ix 1 . ~ ~ . ~ ~ r.tJ ~ ~r: ~u ~ ' . . l. v . ~ _ ( . I . . . . v~.......~ t.ll ~ ( ~ I ~ 1 ~ ; ~ . „r . . . . ~ , ~ ~ . „ r . ~..w..,~.:.. ~ V ; , ~r ° m ~ ; ~ v , ' ~ ? ~ - ,IT~~~v~I'~~ ~ ~ . . u ~ , SILT FENCE ~ ~ v ~ ~y ' . i ! f,i.,.~^ . . ~ : . : v. ~ ~ """""".w.~_ . . I 1 . , . ^ . _ . _..~.....,'...a~,." ~ . . ' r. a~~ ~ _ i ~,~r i N ~ ~t:RET~ ~~,JNi;RF`E ~ i , , ~ o ~ ~ a J,_...~__.____--~':1N' F'F:"F~ ~ z z Y " ,I; , ' S E w - ~ f E ~ C~ ~ ~ 1 ~ ~ ~ . . _ , i ~ , ~ ~ , w~~ ~ ~ ~ w , , , ~ a y~~ w 3 W ~ ` I , ~~~~v i.,~_~N~~A~ F ..a~ _._.r.. .w...,,.._ , ( I.~~,.,i ~ ~ i, ' ; ~ , , ~ o o n , ` ( - : : ~ , . . . _ , . - ~ ~ ~ . . . ' I _ ' ; 3~ ST. S, C8 0~ * 12" RCP ST. S. o a~' x ~ ~ ~ ~ ~ ` ~1~ ~ TOP = 877.50 ? ~ J ~ 7t;t; . , , ~ t , ~ ~ _ - ~ r J ~ 1. , .g ~ ~ c ~ r~ } , , ~ ~ ~ii i INV.=873.30 ' ' ~ . 1 i ; ; ~ . _ ~ a ~ ~ ~ , ~ 1 ~ ''r. . ~ , ~ i 1 ~ _.J r , . . , , , , E,, 1 ~,~I~C. ~ ~ . . - ~i ~ I ~ ~ ~ ~G ; ~ N N ' ~ ~ ~ 32 ST.S.CB ~ ' I ~ ~ ~ ~ ~ ~ r , ~ , ^ ~ _ , , , . . ~ETE E:.~l., C P'~; , E. ~l : C~ P'~ ; N ~ ~ ~ ~ ~ , , ~ O ~ ~ g . ~ , ~ TOP- 875.80 I ~c,.~,. ' • I , ~ ; „ ' r ~ ( ` +a'aCI . I ~ ~ ` ,~,;1 z INV.'=871.80 ' I . ~ s ~ ~ 1 ~ fl~s..T F_U~.f? af„fl.,'V ~ ~ ` ~ . . . < . , ~ . v W , i t~ ...fihi~~~y j ~E;6.,~ ~ ~ _ ~ ` ~ ~ ~ ° _ I 1' ~ vY N~ ~ . ~mm~w.. ' _ : ~:.G. ; . . .k.....~.: ~.m~mm~mmeea.ooowwwe~+nmew_...,...~eeo~~ ~awomrc.. . . ~ , ...........e~soww..o.e.~..,~~m~...:.....+~.m~ss ~ . ~ ~ . .r..... 1 . ~ . _y.....,. I , ~ ' ~ ~ ~ ti~'. ' z a Z' ci ~ o ~ , ~ . ~ . ' . i . . .m..~. r..~. , : . ~ 1 ~ .v v . . . ~~J, i . .,v~~i~.~~:.~E,.../ . . ~ ~ J..~ - _ . l • _ ~ _ ~ . ; . $ k X . ~ ` ti . . ~ , ~ Q ~A ~ H ~ Z ~ ~ I I I ~ ; ~ ..~,n y~ . Q ~ . ~ ......................W_.._.. _----...v..~_....---.._.....~. ' \ I,I~ ~!pr._.._ ~T:.F'~;--~,. i. . . _ I ~ ~ 5 ( I . ~ . ~s ~ ~ _ ..~..~j 4 i ' ~ 1 ~ ~ ~ ~ . ~ ~ ~ • V ^ ~~n ~ i ;fo ,~g ~ ~ a ,~~~~a~ - ~ ~ ~ ` W 0 ~ ~ ~ ~ d.. ...i ~ ~ ~ / , ` ~ ~ . ~ r , . ~ I ; . : ,r : - . ~ , ' , ~,,P•~ . ::.1 I:. + i ~ _ ,~t . ~ , ~ ~ , . _ . ~ ~ ~ , . , 1_. , ~ Z ~ K VJ~ y ~ ~l``` ~ ~ x;~ w i ~ ,;,yr E..:~,a,....wPo„--- ~,.,.s RIPRAP ~ ? ~~Z Q ~ t . eo ~ ~ _ _ ~ , ~ _ _ _ . ~ _ , r~', ` ` ~•;,9 ZC 10° SDR-26 x ST. S.~ CB ~ ~ ~ 16 ~ LT., ~ ~;~~.;r,~~r~ _ ; ~ ~ ,~,s ; ~ ~ ' - ~ _ ~ _ _ _ . . . i ~ ST. S. PVC wlW-~ 3~~ ' r~~ z 12" RCP ST. S. '18 RCP ~4 . ~I~fJr N:~q.~4 x~ ~ 7 ~ ~ : ;~.I:E.1-~;. _ . ._._r -87290 _ TOP . . ~ - . _ , ~ : ~ t ~ 1~1-1 ~ ~ ~;~~J~% ~~tr.~ ~ ~ ~ ~~~~5~`a ~ _ w ~n~ , , ~ ~~B , , INV. 87000 w ~ , , ~ ~ a a Fy ~ . , ~ ~ Q € W I NV. 868.19 -~---E--~ rr f r~~ c; ~.k ~ ~ i,:C'~ ~ ~ ~ ~ 1 ~ . ; ira ~ . , ~ i,.i ~ , ` I n y a 31 sT. s. cs ~ x , ~~o ` , ~ c,~ ~ _ ~ ` ~ ti ? ~ W Q d~=s , ~ ~ ~ ~ ~ ~I , / ~ ~ ~ r,~~ ~~~~~{,~,IN _INF; ~ _ , ~ ' ~ 4 ~ ~ , r . t r7 ~ ~ ~ ' - ' F~~1d::H r _...1.:_ - . , ~ s__r _ ,J N , _ ~ ; Q J W ~ ~ TOP 877.50 ' . ~ ~ TYPE ~I-PAVEMENT ~ ; - ~~~~,r - ~ ~ ; , , , ~ ~ , t ..::.__...:..L. , ~ INV, =873.50 7~ : ~ ~ f uw__.__....... _ ~ , , - ~ ~ • ">,j' _ ~ ~.,,.•V?^^^,...w,~...^~ . „n^"^.'....<.. 5' 1 f ~ . : . , ' ' ' ; ~ ~ ,»K~ ~r Ll , ' . , ~ ' ~Fn :-~.-r- mwpap*~r ~ . . . ~ . ~ . . . . .J P, F.~ . . . ~ , . , , .,~h. . ~ . , . . , . ~ ' . . . . . . . . . ....,-~Ae . ~ . . . . ~r::' , . , . . . . . . . , 8 ~8 „ 65~°, I-' ~ ~ . ~ ~ ~ z _ 7 , 4 h , 'A Z ~ E- o , ~ i ~ L ~w~ ~ ~ . ~ ~ ;t.~ ._l ! {5 , ~ ~ ~ : > < ' ___,~~.____M_ ,m . . r , : . . ~ ,,y. ~A fP' ~ - ~ ¢ . ~ ~ . ~ ` ~C ~ Q Z. _ ~ ~d w ~ Y, y~, / ( ~ U' ~I = ~ST. S. GB ~ ~ ~ ~ . ~H ;_~H ~ ~LE~;.,.r ~ ~ . I 9 / . r ~ , , . ~ , > ~ ~ , , < . ~ , ; . , ~ ~ ~ ~ . ~ ~ ~ ~ _ ; , . ~ . . . . . ~ _ . . . . : ~ ~ . I ~ ~•.J~ ~ . / J~ ( ~ ~ ` ~ n ~~i ~I 9 0 .~~A ` ~ , ?OP ' ~ ~ , ( l ~ , I ~ ~ ~ - 867.~~i0 ~ , - : . r t . ~ , ~ _ . . # , . . ~ . . . ;.r _ . , m ~ _ . . . : , , , INV. 861.26 , : . ~ ~ W a v ~ 8 ' , . : .ti ( < ; r . ~ , - - ~.........._.w__ 3 ; i;t; . . ~ 7 ~ . 1 ~ :;.-.~-ry . „ . ~ ' ' ' ' ~ / ' ~ ~ . .:E'I~A~~ $~'J / .i ~ . t . : . ~ . . . . ~A, / , , . . , . ~ x ~ 866 l` ;1 ' Op~ ~ i ~ ~;.;p ~ r F~:;~~:~~< i~~ ~-N ~ 10 ~~BENBC~ `,;a;, ; , , . , . . . . . ' ; : : ; . ` 12" RCP ST ~ : ~ ~ . . . ~ ~ S j j ~ , . +~--~~mM+.. ~ ..,~-y!»-,~-,~.nri,: „y ~ , . ~«~-w~. RcP o , ~ ~,s8s ' o ~`~~~0 ST. S.,~~ ~ 0.50 /o 12~~ RCP 'ST. ~ 884 ~ ~ ~ , , t; ~ . , . . ~ : ~ ~ . : . : .^x, .,A.. % . ~ . i~:. . . . f . . . . ~ : J ,.c : . . . . . . : . . ~ , . : : ~ . , . . : „tl . ~ : . ..:...r y ' ' ; _ ~ c.~ ~ . ~ 872 ' a:...: ~ i; . . . r ~ _ . . ~ . ~ , . . . . n , w. . ~t,_... ' , . ~ it~.t"`t m~.w , ~ , ~ „ E - . . . . _ . . . ~ ,,.t^~., . ] ~ . . . . _ . . - _ . _ . ~..~M:.. . , w<' . . . . . . . . . . . . . . , . _ . t _ ~ . . . . ~ . _ . , , . . . . . . . L . . . ~•p~:.,.: ; , . . ~ . . . . . m~ . I'~ . Y ~ ~ I . 1 1 „ _ . . P ~ . . , , d ~.m. , _ ~ . ~ . . ^~w~ ~ . . . . . . : ~ ~ ~ . . . ~ . . . . . ~ ~ . . . . ..u. .h ' . , . . . ~ . . . r . . . ~..:7'~. , ~ . , . 0.50%~'f PRIVATE 1-880.T--.-~ , 880 1 ~ ~ o ' : _ - _ , ~1 ~ < ti ~ U 876 "f ' ' ~ , 876 r . . . . . , . t~§ ; :7,r ~ . : . . . . . . :u; ~ . . . . . . ~ ~ . ~ ' . . . . . , . . . . ~ : ~ ~ ..:.•:.;.•.r.• ~ . . . i,i: ,~,3 i.. : w _ _ _ . . . . . . . . . ..;~M , . . . . . k::.~: ~:..;e ~ . , ..j.:...i::~~.:~::. . :i.;:, ~ . . ,y . , . . , » "V~e . . . . . . +,.~,w . . Y . ' ' ~ g . . . . . .wNSr~. . . . Y~' . , . .i . . nwl . ~i~ , ~ ~ f~ , , ? ~ ~ ~ , ~ d`~' • . .~,f . ~ .e. . , . , . . . . ~4' . . . . . ,'..~..F . . . . . 1. . . . . . . r . ~ , . . . . . , . ~4rcu. , '..'.'H"-i.`m . . . . ~ . ,vn . . ,,.ii ~..me.'M . ::i i ~ . . . . . . . . . . ~ „ . „ ~ . . . , . . ~ . . . t(~'?ztl . . . . ..e:!. , i . "i4b . . . . . ' , , , :.i~.~~.i . n^h. ~ rrrt~ . 1t . . . , r . . x. . , n ~ . _ . . . . ~,wuN , . l . . . . ~ ~ ~ t . . . . . . . . 5 . . ' . . • . ~1. . v., , v:... „.,::r : . vnS-,. . . ,,.~e°R,}. . . . . ~ , : l : „ ~ . . M. . . , , . . . . . . . ~ : . . . .M~ . . . ' MMM~.IY , t . . . . . -^r . ~ , . k. . . . . . { . . . . , . . . ,.[w„ . . . t . . . ~ P ~ ~ . o::~~. . . . . . , ,~,i:' ~'M'ry..l~' . . :.;....:..e~. . . . .:,r., . . . ,.n.. ~ • . u . . . . . . . . . . . . . ; . . . r~ . . . . . ~ • ~ ~ R; ~ ~ ~ _ . . ~ - f ~ r : . - _ ; - ~ - ~ . ~ . . . . . a, . . ~ . . . , '4 ,.t . . . . : ~ I ' ~ . . „ . ~ , . . . ~ ~i:.. . . . . , ' n ~ 'v~S~'vi:4+:: i: ~ . . • i . . , , . r . ~ . ~n ~ ' ~ ~ . ( ~ 1 . ~ ~ r ~ i . • . . . ' .t . ~ . .~:1 ~ > , ,..ra.~~ . . . ~ . . . . . . . : ; : . . . . . . . . . , < . . . . . T>. ~ . . . . . . . . _ . . . , , ' I . . . . . . . . . . „ wn. . ,.4 *..^1.'. h . . . ~ ~ . . ~ . , ; ; : : . . . . . . . : , , . . . ~ ;:'~t.<. t ' , . ~ ~ _ " 29 18° RC APRON o , _ : _ ' ~ ~ w, ~ . . . ~ , ti . , J . - , . . , . . _ ~ ~ , . . . . . . ; . . , , . . . ~ , . . ' , . . . , "f , . , . ~w . . G : ; . . ' , , . .t~: , : . . . . : ~ . . . ~ ~ i i . . . . . . . . . , . . .v ' I" , , i J 7 . ~1 a , . . , .wrr . . P ~ . . . E C~ ~ . a~t. . , ..::,w^.,;,..... „ I S.. C , . . . . . . . . . . , ~ ` , . , . . ~ .u. : . _ ~J~ G , . . ; . , : : . : s ' ~ ..a ~ „ , . . N . . . . . . . : 4 , : . . . . ~t' +1 ~ . ST. S. CB ; . . . . . . . ~ i < ~ , , , . ~ ; ~ ~ _ - ~ r - ~ ~ , _ _ - - ~ ..w i _r ~ INV. 870.00 `;'l' ~ _ ~ . - ' ' ~~1 . ' ~ . _ _ . , . ~ . . . . ~ . . . . . . . . , Oi: l . . . v . . . ~ . . . . . . . . ;',.~~~~.i . wnv.W+:n~.y i , ~:t ~ . . ~ . . ~ . . . . ~ . . . . l. . . ~ ~.1 . . . . ~ . .:'GV . . . . . . . . . . . . . Q~ i . . . . ~ . . . ~ . . . :r:~,a... : ,p . . y i ...:..t ~ , , . . . . . u::,, , . ~y,~ v 1 • . . . . . . . : ~ . . . . . . . . .y.< . ~ . . . . . . . . ~ ~ . : u . w , . . . . . . . . . . , . . . . n . ~ . ~ ~ t a ~ . ~ ~ . . . , . . . . . ~ ~ ~ . . . M" .r 1 . . . ~,.r . . / . 1 ~i . . . . . „ i/,.'.':.i..q.-Y.+l.... , ' . . : ~~7 s . . . TOP. 66.00 , . ~ ..w~. , . . . , . . E r,... ' . . i . . . y i ~ . , . ~ ~ ~ ~ O ~ ~ j ~ ~ ~ ~ , . c~ , . . . . . . . ~ ( U7 . . . . . . _ . . . . . . , . 1 . . ~ i ~.r , J~ t . . . , . _v..F^... .v, . . . h., . . . . . . . . ....nw : . . . . . . . . . . . . . : . . . . . . . . : ~~e ~ ~F . . . . . ~ : ~ . . . : . v.:..: ~ Y~~~ / ~ . ~ ll~ l . . . . . . . . . . . . . . . . . ~ . . . 1 . . . Y . . . . . . . . ~y. . r . , . ~ C . . . . . ..'w. . . . . . . . . . : . ~..m~/"'!.. . . i . . . . „vr. . . . , .i.~:. G ` ~11Y ::iF~~:~ . , ~fXv~.. . . . . . . . . . . . . . . . ~ . , , : 7 . . . . • ~ : . . r . FV I V: 62.00 . . . . . . 8 N , . _ . . . . . . . ; . : . . . , : . . . . ` . . . . . . . . . . . . , ~ , ; . . . . . . . . . . . . . ' ~ - 12°RCP ST_ S: , 74 , /~w p - ; C4 ~ f ~ , ~r~~~ .ti_ ' - ~ . . , . . . . . _.m . . ~ . . r ~ , , . . . . _ . . . . .4 , . . : , . . . . . . . ,.w. < ~F,,. . . . . . . . . . . . . . , , . ~ . . . . . ~ . . . . . . . . . . . ~ . ~ . . . . ~ . . . . : . . . . . . . ' I + . . ~ 'f'~ ? w . ' . • . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . n . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . n : . . . . . . . r - . I.». . . . . , . . . . ~ . ~ . . ti . . . , . . ~ . . . f . . . _ . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . ,J~. i . , . . . . . . . . . ~ ~ . . . . . . :t . ~ . . . . . . . . Q . . . . . . . i. . . . . i . . . . . . . . . . . : : . : . . . . . . . : . . . : , I y Q ~f ~ ` ~ J Y / r . . . . : > ; ,.LY~ ' 7`'~' : I ~ . . . . . . . ~ .:....p.., , . U . . . i. , . . , . . ~ ~ ~ i_t.J . ~ . y~ . 1 . . , . . . . \ . ti . . . . i. . ~,.Y:: . . . . . . : . . ~ . . . . . ~ . . : . . : . ~ . ~ . : . ~ . I. ~ . . . ~ ' , . . f . . ~ I . . . . . . . . . . . . . . . . . . , i ! ' . . . ~~l . . . . . . . . . . . . . . . .:"T~Y': . . .'~.2::;~.. . . . . I . . . . . . . . . . . . . . ~ . . . . r . , . ~ . . . ~ . , . . . . . . . . . . . . . ~i;? ~ . ~~t . . . . . . . ~ . _ < o ~ : : ~ . . t. . . . . . . . 1 . . . , . . . \ wl ~ ( .w F . . . . ~ . ,P. . t . . . _ . . , v w ~ . . . . . . . . . . . . . . . . . . . . . i . \ . . ~t ; r ~ ~ ~ ~ ~ ~ ~ 12" RC APRON` - J ~ fX.. . . . ~ . . . . . . , \ : d: : ~ i _ . F . . . . . ,x.. , . . . . . . . . . . . , ,;i, . . \ . . . : . . ~ . . . _ . . . , . . 2. .CU. YDS. . . . . . . . . ~ . . _ _ . . ~ . . . . . . . ~ ~ ~ _ ~ ~ , , , . . _ . , ~ . _ L _ . . ~ , . . s ~ . . . . _ . . z~ . . . . ~ . . . . ~ . . w.. . . . . _ . : . : m ; : ~ . . . . . . _ _ . . . . . . _ ' : „ . . . . . . I . . . u ' : i ~ ~ . . ~ . . . . . , , . < . . _ r: , , r S ST. S. MH . 9 ST. S. MH iNV.=870.00 f ~ z ~ ~ ~ . . . . . ~n. . . CL. 3 RIPRAP . . . ~ . . . ~ . . . . . , _ . . . . . , ~ i . . . , _ . . . . . . . . _ r . . . w, . .'.r. . . . . . ; . . . . . . . . . . . . . . . . ~~.~;7 ~I . _ . . . . . . . , . . : . : ~ . . . . ~ . ~ - r. . . . , ~ ~ . . . . . ~ , . . i . : o ~ , ~ . . . . ~ ~ . 1 . . ~ . . ' ' , t ( . . , . ~ . . , . . t . . . . . . . , , . 1 . . . . r . . . . _ . : ; . F ' , _ . . . ~ , TOP = 880.50 TOP= 679.60 ~ ~ ~ ~ ' " ~ INV. = 86723 INV. = 668.5~ ~ ; , . ~ . . . . . _ i ~t ~ ~ 'I . . . . . . . . . . ~ . . . o• I d . . . . . , . ~ . . . . . ~ . , . . , . . . . . : : v . ~ , ':i: . . i ; ~ . . . . < . . . . . ~~.t L . . ti ~ : ~ . ,a r .i . . . : . ...1 . . . . . ..sl:.... . ~ ~ . . . . . , . . . . . .i .Y,. . . . . . . . . ~ ~ . , . ~ . . , . k li ! . : i ) :~i . . . . ~ R I ; . . . . ~:~L ~:'.t 7 : . ~ i . . . . . . ~ . . ~ . . . . . . . . ,.n::< . t.::: . . . . , . . . . . . . . . . : . . ~ . . . . . . . . . . . . . . . . . , . r)~~-< . . .;5::, ~.',I.:'~:. . ~ 4~~ ~ ' ,.;1; ' A . : v~A . . . , , . . I w i ~~C; U ~ , . . , . . . . . . • a . . : i , l ~~{l ~J , , ~ ~ . . . . . . . . , . . . . . . 5 C . . . . . . . . . , _ I R . . , . . . ~ r . . . . . . , . . ~ < i~ . i r,~, . . . ; . i ~-r------- . . . . ..n . . . . . . ~ . , . . . . . . . ~ . . . . . . . . . ; ~ : . . . . w . . . . . . . . , . i i~ ~ IO ST. S, MN : !n ~ ,r.~~. 4 . . . . . . . . + , . . ~.~.N . . . . . : . '.,',i: . ~ .y.N . . . . :i . APRON ~ , ~ , . _ _ . . i , ' ` 0 s- . ~ l. . . , . , ,<.::<. . . . , - . : : . ~ _ . . < . ~ . . . 1 w . t . . . . ~ ; 7C a , . . . . . . . . . . , .t.. , , : „ , . f . . . . . _ ~.J~„ . . . : _ . r . , - ~ , . . : , ~ f ~ . . . . . . . . : ' ' . . . . . . . w.:.;~ .I.'.,.... ' . . . „ f . . . . . . I , _ , , t . . . . . . . . . ~ Il...td :w . . _ . . . . . . . . , ~ TOP = 877.00 V , ~ i INV. = 869.88 W V. 9 . . . . . . . . . . . . . : : I IN 85.00 . . . . . . . . . . . . . . _ ~ . . . . . . . . . . . . . , . . . . . . . . . . ~ . . . . . . . . , , . . 4 ~f . . . . . . . . . . . . • . . . . , . . . . . . . . , . . . . . . . . . . ; , < . , . . . . . . . . . . . , . r 1 . . . ~ ;?w:. ~ Y ~ ~ . . . . . . . . . . . . . . . . . . . . . ~ E ' : . . . . . . . . . . . . . . ~ _ . , . . . . . ~ . . . . . . . . . . > . . . . . . . . ~ i . . . . . ..:e: < I' ( . . . . . . . . . . . . . . . . . ~ ~ ' r . . . . . . . . . . . . a 7. ~ . . ~ i~ ! i ~ , ~ I i ` Q ~ • . . . . . . . . • . . . . ~ . . . . . . . . S . . . . . . . -w . i :~i . . . • . ~ ,r::,, I ~ 1 ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . ~ . . . . . . . ~5 ~j ~ ~',i ~ i , ~ . . . . . . . . . . y . . . y:'; ' . . . . . . . _ . . . . . . ' . . . . . ~ . . . . . . . . . . . . ; . . . ~ . . . . . . . . . . • : . . . . . . . t9.... .s•... i i r ~ . . . . . . . . . . . . . . . ~ . . . ' ,l I . . . ......r. : ' . . . . . . . . . . ~ . . . . . . . . . . . . . I . '.',:0 ; . . : ~ . . . . . . . i , . . . . . ~ . . . . . . . . . . . . . . . • .r . . . . . . . . . . . . . . . . . . . . . , .,.'i 7 ' . \ ~ . . ..:t. . • . . . . . . . . . . ~ . . ~ . . . . . . . : ~ . . . . . . . . . . . . . . . . . . . sr:.. i . . . . . ; . . . , . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . 2. . . . . . . . . . r. ~ GENERAL NOTES ~ ~ ~ ~ , ~ m X . . . . . ' , . . . . . . . . . , . . . . . . . . . . . > , ~ i . . . . . . . . . ~ . . . ~~..~3. I I . . . . . . , . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . ~ . . . . . . . . . . . . i , . • . . . . . . . . , . . . . ~ . . ~ . . . . . . . . . . . , : . ~y , . . . . . . ; . ~ _ ~ . . . . . . . . . . . . . . . . i : „ . "LL. ~ : , . . . . . . . . . . . . . . . . . ~ ~ . . . . . . . . ...c. . . . . . . . . . . . . : . ~ . . : ~ . . . . . : . . . . . • . . . . . . . . . . . . . . . . . . . . I i' 1. Existing boundary, location, topoc~raphic, and W W . . . . . . . . . . . : . . . . . . ~ . . . . . . . . . . . . : ~ ! , . . . . . . . . ~ ..3 . . . . ~ . . . . . . . . . . . . . . . . . . ~ . . . . . , . . . . . . . . . . ~ . . . '~i S .::.:.6 . . . . i.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . , ~ . ~ , . . . . ! . . . . . ~ I ^ ~ . ~ . . . . A . . . . . } . . . . . . . . . . . . . . . : - : . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . : ~ : ~ .S. . . . . . . , . . . . . . . . . . ::~Wf.. . . . . . . . . ~ . ~ . i . . . ~ . . . . . . . . . . . . . . . . . „1.,: . . . . . . . ~M . . . . . . . „ . . . . . . . . . n. ~ . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . ..i.. . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . : . ~ . . . . . ..i.... ~ Z ~ . • . . . . . . . . . . ~ . . . . . i: . . . . . .1. . . . . . . ~ . . . . . . . . . . . ~ . . . . . . . . ~ • • . . • ~ . . . . . . . ~ . . . . . . : . . . . v . . . . . . .:4 . . . . . . . ~ ~ ~ . , . . . . . . . . . . ..i. . ~ utility information shown on this {~lan is from ~ . % 1 . . . . . . . .i. . . ~ . . . . . . . . . . . . . . . . • . . . . . . . . .....r.,~~. v . . . . . ~ . . . ~ . . . . . . . . . . . . . ~ ~ . . ~ . *l. . . . . . . . . . . v ~~..:..i~~ 1 . . . . . ~ . . . . . . . , . . . . . , < . . . . . . . . . . . ~,Q . . , . . . . . 4 . . . . . . . . I . . . . . . . . ~ . . . . . . . . . . . . ~ ' . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . : . O.~ . . . . , , . . ti~ . . . . . . . ~ . . . : . . . . . . . . . I . ~ . . . . . . . . ~ . . . . . . , . . . . . . . . . . . . . . . Ai~ . . . . . . ~ . . . . . ~FF . . . . . . . . . . . ~ . . . . . . 1~ ~ . . . ~ . , . . . . . . . ~ . . . . . . . . . : . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . : : . . . . . : . . . . . . . . . . ~ . . . . . . . _ . . . . . . . ~ ~ i . ~ . . . . . . . . . r; . . . a,: . . . . t.,a... . . ~ . . . . , . . . . . I , . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . ' . . . 7-.;~ . . . . . ~ . . . . . . . . . _ ~ . . . . . . -3 . . . . , . . . . . . . . . . . _ ~ . . . , . . . . . . . . . . . . : . . . . ~ . . . . . . . . . . . . . . . . . . a field survey by S~nde Land Surveying, Inc. ~ ~ dated 519194. ' ; ~ ~ ~ . . . . . . . . . . , . / ~ I . . . . , . . . , . . . . . . , . , . . . . ~ , . , . . u. i i~., . . . . . . . . . . . . ~ ~ - . . . . . . . . 4 , . . . . . . . . . , . _ . . . . . . , . ; . . . . . . ~ . . . . . . , . . . . . . . ~ . . . . . . . . . _ < . . : ~3 r . . . . . . . . , i . . . . . . f~J . . . . . . . << : . . ..Y , , . . . . . . . . . . . . - , , . . , ~ . . . . . ~ w . . . . . . . . . . . . . . . . . T,, . . . . . . . . _ ~ _;8 ~ . . . . . l}~ . . . . . . . , . . . . r. ~ . ~ . . . , . , ~ ; . . , . . . _ . . . . . . ; ~ . , . . . ~ . . . . . . . _ . . . . . , ~ . . Z5 ST. S. CB 4~ > NCE . _ . . . . T FE . . . . . . . . . . . . . . . . . . . , SIC , . . . , , . . . . . . . . . . . , . . . . . . . . . . . . ~ ; . . . . . . . . . . _ . ; ` . . . . . . . . . . . . ~ ( , , . . . . . . ~ . ~ - . _ . . . . : . . . . . . . . . _ _ . , 2.. . rv~~ . . . . . . . . . ~ . . . . . . . 0 . . , . i . . , ; . . _ . . . . . . . . . t; . . . . . . . . . . . . . . . . . . . . . . , _ . . ; . . _ , . . ~ . . . . . _ . . . . . . . , . . .:::r : ~ ti. ( . . . . . . . . . . . . . . ~ . . ~ . . . . . . ....,..s... { , , . i. . . . . ~ . w . ~ . . . . e \ r . . . . . . ..,:.v,: ~ . . . . . • . . . . . . .h:.:~ ~r . . ~ 1 . . . . . . . . . . . . . ~ . . . . ' ti . . . . . . ' . . . . . . . . . . . . ',,.i~ . ,..X ~.1 l 2. The locatio~s of utilities shown are O r ' TOP = 876.90 approxa~ate only. Other utilities may exist ~ o ~j j . . . ; o::.:.~ r . . . . . . . . . . . ,,:i., , i:::, v: , . .4/~ : : . . . . . . . . . ',;i:,..,, ~ ~ r ~ . . . . . . . . . ' . . . . . . . 'r . . _ . . . t . : . . . . . . . . : . , ~ . . . . . . . . . ~ . . ' . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . ,~',5 . . . . . M4 . . . ~ . r;:: :i. ~,o . . . . . . . , . i;< ,~i . . , . . . . : . . . . . . . . . . . . . . ..i . . . . . . . . . . . ~ . , ~ . . . . ~ , r . . . . . . . . . . I ..w..... c . . : . . . . . . , . ~ . . . . . . . . . , . , :,,1!,: . ' ' ' . ~ • ~ ,.p , . : . . . . . ' . , p:~: kY: f . . . . . . . . . ,:n„ ".i: . . . . . . . . . ~ . t . . ~ . . . . . . . . . . . . . . . M' . . . . . . . . . . . . . .::r ~ , . ; ..d . . . . . . . . ~ . . . . . . . ,...,5., INV. = 872.90 which have not been shown. The Contractor Q , . . . . . . a . : . . . . . . . . . „ : . . . . . . . . V,.:,::, . . . . . . . . . , ^ 1 . . . . . . . _ . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . i . . . ~ . . . . . . . , , ' . ,:'r ; i~: ~ . ~YfM ~ . . . . . . Tr . . ~ . . . . . . . , . , . F , . . . . . . . . . . , r' . . . . . . . t t. . . ' ; . . . . . , . . . . . ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ~ . . . . , . . 'i . . ~ . ~ . . . . . i... . . . 1 . . . . IM~ ~ . . . . . . ...y. . . . . . . . . . . ~ ,:a, , p r•' . . . , . . . . . . . . . . . ~ . . . . . . t . ' . . . . . . . . . . . . . . . . . . . . . . ~ . . ' . ~ ~ 1~ . ~ . ~ . . . . . , . . . . ~ . . . . ~ . • Y .S"i"i ~ 1 4-._~~~ . . j~ shali contact GOPNER STATE ONE CALL at . , . . , . . . . . . , , . • ' ' ~ . . . ~ . . • . . M ' .l . ~ • . . . . . ~ .1 ~ , . ~ . • r~ . . ~ r, . < , k. W . . . ~ \ a I i . . . ~ . . . • . : : : ' : : . ; 'i 3 . . ^,1 i . . . . . . . . . ' i j . . . . . . „ : > ~ . . . , • . . r . , t' ~i: s: i i r' 454•0002 for exact locations before ~ ~ ~ I , , , . . ~ ~ ~i . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . ~ . E.. , ~ . . . ~ • . : u i . . . . . . . . . . . . . . . . . . . b' . ~ . . . . . . . M:. ; . . . . . . . . ,.s. ~ . . . . . . . . . . : t4 . . . . . . , ; j;: . . . . . . . . ~ . . . . . . . . . . . . . . . ~ ~ , , ~ . . . . . . . . . . , . . . . . . . . . . , . . . . . . . , . . . . . . . . . _...s . . . . ~ ; ' beginning any construction, ~ . . . . . . . . . . x.. . . . . . . . . . . ~ I . . . 1.. . . . . . t.. . . . : . . . . . . ~ . . ' ; II . . . . . . . . . ~ _ . . . , . . . . . . , i. . . " i'~ . . . . . . . . ~ . . . ~ . . . . . . . . . . . . ~ . . _ : ~ ~ ~ . . ~ . . . . . . . . . . . . . . . . . ~:.i~i' . . C. , . . i l . . . w . . . . . , r,s. . 15 RCP ST . . . . . , . . . . S. . . . . . . . . , . . . , . . . . ~ ~ . . . , . . ~ , , . ~ . . . _ , . . . , . . . . ; . . ~ . . ' ~ ~ POND EP-9.4 (PRIVATE POND) ~ ~ 3. Contact Person: The contact person for this ~ . . . . E . . . . . . . . . . . . tY~ . . . . . . . . ~ . . . . . . . . . . . . . . . . . ~ . . . . . . r. ; i i~ . . , . . . . . . . ~ ~ n . . . . . , . ~ . . . . . . . . „ _ . . . . . . , . . i ~ . . . . . . . . . . , . . . . . . . ~ i . . . . . . . . , ~ ~ . . • . ~ . . . , . T . , • . 4.. ~I I . . ~.S . . ; . . . • ~ p l . , ,t; k , D I .L ~ ~ . . . . . . . `w . . . ~ I, ~ ~ ' project is Mr. Steven McBumey, ROADWAY NWL =$70A , < , ~ . . . . . , , . . . . '~'n . • • . ,.~t. . . ~ . 6' ~ I ~ : . . , . . . . . . • . . . , J _ . . 5 ~ I n ~ . . . ~1..•. .4,.... . ~ 11~ • • ~ . , • . . . . . . . . . ~ i , a' i ~ . . . . . . . . . . . , CORE R ~L . . . . . 4 ~ , I . . I'~ CP . . ~ . . . . . 4. ' i r . SERVICES, II~'C., 1077 Gorge Blvd.; AI<ron, I~~- YR. HWL = 672.23 ON 44310, 12161 384-9000, ` . . f~ . . . . . . . . . . ~ ~ ~ y, . . . . . . 8 : ~ a , 1 . . . 4 0 ...ST ~ i , ~ GONNECT TO - . . . . . ~ t . , ~ ~ ~ ~ ~ ~ . . . . . . . . ~ , ~ . ~ , ..5~. ~ • • . Q, o . . . . . : . . . . . , . ~ . . . . . . . . . . . . : , . . . . . . . , , ~ ~ ~ ~ 24 ST. S. CB DEAD STORAGE PROVIDED =IA5 AC-FT. . . . ( i , , EXIST. T. , C . ~ S 8 , " S , r~'' , ; I . . . . , . . . . : 8 ~ o. ~ ~ . 8 74 5 ~ , AT INVERT ' :f. ; ; , s , _ __..w.~ ' ~P ' ` ~ TOP = 875,00 AII proposed spot elevations shown are to L IVE STORAGE UTI~IZED ="0.96 AC-FT. , , 72 ; Q ~ ' . , $ d~. ~ ~ ~ _,i ; - 850.70 ' ' ` , , , . - ; , ~ , , . , . ~ ; . , INV. = 871.00; bottom of curb unless otherwise indicated. , ; r ,r ~ r '1 N ~ 3:1 f , , ~ ~ i , ~.8'~--~=--..~.,,, ~ 68 ' ~ ~ , ~ , ' , } ~ 60 ' 5. All utility work shali be performetl in 6~,-'' w , , . 86 . ~ r - ~ 4 , ~ ~ , ~ , . , , . . , , . , . i , i fi ~ y - rr ~ ' 3. ~ "~'1 ~ , . . , . f . • . ; . , ~ . :I:. , ,~,I, , ~ accordance with the Ciry of Eagan ~ •~.w ~ ~ ~ . ~ ~ ~ t~ ~ i x 8540 u RCP PROP SE i~~ I~ 0 PROPOSE , . . ~2 856~ , . . 858 . , , . , , R~ sT. , . ~ , requirements. e ~ ~M i ~ RAINAGE ESMT. . DRAI AG~ 2 ~ Y~ a ~ W 1 ~ f PR~ 1 4,'r"i ~ } ~ ' ' ' PUBLICI ~ EASE ENT ~ ' ~ ~ a5s so . ~ 872 n ° ' J 6. At the perimeter of pavement removal areas, ~ ~ ' Q 662 874 r ~ \ 1 t ~ . ~ ~ ' 862 , _ 864 ; ~ : ; „ a 0 ~ ~r`~. the existing bituminous or concrete surfacing p NEW 'R.O.W. ' ' w`°k ' ~ J ~ $66 < _ . ~ Q ~ ~ . ~ 868 . ~ ~ : , . ` - 8 76 ~ : : shall be saw-cut. Q 3 w~ 870 :.w~ ~ ' , NEW R.O.W , . . r G. ~ i - N E W R. O. W. 7. T he cas ting use d on C B N 2 1, C B I/ 2 2, C Q ~ v~ ~ ..4 . '8 864._J ' 8g 870 ; ~ ~~~s-~,,, ~,,Y, ' ` ~ ~ 868 ~ ~ . ~ 6 ~ ` ~ ` ~ 2 4, an d C B N 2 5 s ha i l be a Neena h R- 2 5 0 1 " frame with T e "G° , 872 , Y, ,...M.. . - ._....,.m ~ BIT.' WALKWAY i BY CITY1 .~t" i f" a~ , ` ~ . . . , . . , ' ~ • yp grate, or approved ~ ~ ` 7 ST. S. CB equaL o~ wc; ~ s . _ , air. wa~KwaY i , , , ~ . .......wU v....:... , BIT. WALKWAY IBY CITY ) TOP = 873.60 - ~ o~ M - :.,a ~ ~ - . ~ . ' . _ :::,:._p . ~ - ~ , . _ ^ . ~ ~ ; ' u~ ~ _ • , _ ~ , r ac, . r . , _ --E--- ~ r 3 - , . 'u . ,.°..l)F~ I N V. = 8 6 5. 6 3 8. The castin gs used on CB ~5, CB #6, CB k7, CB #31, ~ ~ . ...........~...,..,..r.»..........d. ra:^ . . , . xw.: ~ ~ ~ . n, ~ X. 2.40 ' ~ . ~ ..,r~ ~,r . . . . " _ ~ ~ . . - . • o---~- - ; ~ , _ - ~ y , . - ~ ' ~ ~ CB#16,CBIt13,CBli1~t,CBJ115,C6~19,CB#30 ~ ~ c~ _ CB ~20, and CB #28 shall be Neenah R-306T : ~ 4 . .M. " . . ........................Sf µ1.~....,..... ~ . . , . . ~ rv ~ . . ~ . , k.,4 ( ~ ~ . ~ ~ , , , ~ t........ _ . f - ' ~ r : o o ~ DRlDL with curb box, or approvetl equal. ~ o cN : , , _ _ ~ . . _ ~ , ~~.r . ~ ~ ~ . ~ ~ , . , ~ , \ ~ ~ . ~ ~ . .a-..._.: ~ d . , . ~ : , ...---'...M...... , ~ ~ ~ . . ~ ~r-- ~ I HEREBY CERTIFY THAT THIS PLAN OR ___r..__..._. p . ~ ~ _ ......E; ~ ~ G" ~N ! _ . . - ~ 9. The castings used on CB J~32 and CB ~17 REPORT WAS PREPARED BY'ME OR UNDER ' ~ a E T shall be Neenah R-3455-C, or approved equaP. M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M W o , , - ~ ~ ~ EXTEND RIPRAP ' TO POND BOTTOM i __,..m._.. @ ( NOTES CONT. ON SHEET C5) A DULY REGISTERED PROFESSIONAL ~ 000 ENGINEER UNDER THE LAVUS OF THE EXT~ND RIPRAP • , • . OIL/WATER STATE OF MINNESOTA. ~ D 23 SEPARATOR ~9,~.,~,~~ ~~~Y,,,~ ~ T0 POND BOTTOM ' ~ ~ ~ „ 12„ R~ 12 RC HIGH~AND' MODEL GERA~D M, SUNDE, P.E. 6 ST. S. C B HTC - 3000 ~ 15 RC APRON RFPRAP 2 3 APRON I5 ST. S. CB ST. S. CB APRON I4 ) N V. =8 5 9. 0 0 _ I N V. = 8 6 3. 0 0 TOP = 871A0 TOP= 871.00 ~ 2 2 4" R C A P R O N 4 1 8" R C A P R O N 5 S T. S. C B S. CB TOP = 871.00 DATE July 19, 1994 REG. N0. $734 WV. = 864.88 - ' INV.- 859.00 . . . . . . . . IA11/ -OGGGT I~IV _ nrn ce i~~~i _ nn~ nn ~.n. _ n~.a ~ ~ i m V. - auv.oI ~ V21" VY. ~uvv=ono.w ~ IUF'=tf(I.VU (I VU I NV. = 864.78 i4.78 PONO EP-9.2 (PUBLIC PONI~) - TYPE IIPAVEMENT POND EP-9.3 (PUBLIC POND) REFER T0 2a'=C4. NWL 859.00 \\rE XTEN 100-YR. HWL=$ 2.69 P ST. S. O 21 RCP ST. S. sMWrNO.. POND BOTTOM NWL = 8630 6 - DEAD STORAGE PROVIDEO -Q32 AC-FT. 100-YR. HWL= 866.63 CITY OF EAGAN PROJECT N0. 94-BP-T c 3 LL ; GIVE STORAGE UTILIZED= 0.74 AC-FT. DEAD STORAGE PROVIDED = 1.04 AC-FT. . LIVE STORAGE UTILIZED =1.58 AC-FT. 94-012 379/I I T.27, R,23, S.2 SJS '94012002.DWG ~ . r . ~ ~ ~ ~ ' ' ~ r. ~ ' ~ , k ~il~'~, C~tJt. . ~.~uii~~~_ ~ ~ ~ , , , . _ _ ~a .,j ~ , > r ~ ; t. ~ ~ t q ~ . ~ ~ ~ ~ .c ; ~S 4 , i ~ ' ; ~ ~9 . ~ ~ ~ . . ,X . , ; ~ ; ~ ~ l = e ~ ~ ~ ~ ~ AT"e - ° ~ ~ s @ ~ ? ~ ~ : k ~ ` y f ~i . s 7 ~ at ; ~ 4 ~ ; ~ ~ ~ ~ ~ l ~ . . s _ t " ~ ~ ~ 1 . . . ~ i~ Y'^~ ( , i ~`:,4 ~ --~_~_.~~._T.~.. _ ~ z _ z ~ . . + ~ i 21. 1,,,'~t4Q U~W ~ r S 4.N`Y f ~S~)ti,~~1V~ . . ' . 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' E ~ ~ ~ ~ . i : ; . ~ - . . ~ j ~ ~ ;rv ~~:h5~'~et a~~it~ ~ M a : l~~i~~ " ! _~r ' ' ~ ~ A~:;w~.•~l~ 4~-l`r~~~: "~i _ . i ~ i i \ , .'f ; : 3 : , \ $ , . , ; ~;~r~~~, ~ ~ ~ ~ • ~ _ _ ~ ~ ~ ; : ;N o w ' ~ : ~ ~ ~ ~ ~ ~ ~ ~ ~ , S ; ~ ~ ~ ~ ~ ~ UBJfC'~' ~ ~ ! ~ ~ . ~ ~ q ~ ~ r~ ; TO FlNA ~ ~ ; 2S" 2, ,~Np t INSP~~ . ~ ~NY f a~ CHAtNGES ; 5 ~ ~ . , Y~ NoT 3 r > _ ~ ; , ~ ~ CON , , ~ ~~v~:, ; _ 1'ACi , ~ , _ . C~t ~IRE PRtO~ AUi'HORI ~ ~ j ~ ~ ~ T~ T}~ ; r pRaJE~ ~ . ~ StARt ~ ; i~ ~ ' ~ ~ I ~ ~ ~ tAT~ FtRE ~ ~ ~ ~RSF! 3 ; a~ r z ` , 1 ; By; ; ; . i ~ ~ar 4 - ; ` . ~ , . , , x , x . . ; , ; . . ~ ~ ~ ' ' , . Dat , a ; „a ~ ~ ;•'"t , ~ i , y ~ ~ ' . j ti ki t'~ } i t f Y ' ~ . - ~ ~ M ~L t~ ' V~:.. I4 ~ `y t i} ~ . . ~ ~ . . ~ . 4 1! , 'q id' . . . ~ . L- ~rvp 3~L:, .~a..,~~~~~Y ~ . r - ~ ~ o ~ E ° - . ~!s ~ T ~ ~ r .T ~a V r ~0 ~ R C , .....,..a~...~.. . . . . . . . . . . . . . r v t i . bs . . . . . , . - '^~~!"r5 ~..J'f1.t vl i ~ . i~ _ , + ! , 2/ _ ~.a- . . . , , . ~ "?E3 RuL~'~ ~R~ulr~ ° ~ . , _ ~ ~ . . - , • _ ~ , , . ~ g , ~ ~ ~ ~ 4.. .M~t,t;'1"a~€ ~,.,a~i1 ~ r~~;~ ~,~.~t~ 4, ~ ~ _ ~ ~ ~ ~ . , ,~.41 . ~ ~ ~ C~ 0 ~ r~ . ~ ~ ~ . . . ' ~ ' ~ ~ . ;.d~~~~.'.. HImM ~ ~ar,,:~ ~ ~a~~, ~ P ; t ` j Yc! ~ 1 i {d: i ~ ~ ~ ~ ~ ~ rz s ~ ~ jpy~?~~~ ~~r~~~,~,"' ~ ~ ~w~ r~ . ~ . ~ k A $G~Rl:E: ` APPRQVED BY: ~ ~ r ^ . , s. Any j ; ae~: ~ _ ~ /0 2 9 f, . ; , ~ „ ~ , ~ ~ ~ ~ ' i t~~~k~.~3~~ , ~ , . . . . . ~ ~ . . . . ~ . . m' A . , : . ~ . ~ . ~y ,r ~ . . ° r . . . ~ . ~ ~ . ~ l ~ t3. h{ a> ~r!`1 l,.,~: ~ ~ u',. G= ~ , , . . . . , „ . z* , . . ry, . s!. 5 / > x, t ~ ~ ~ . . ~ . - . - . . . . - . ~ . "i ,4", . ~'''j'~. 6~# > x v , ~ . , . . , . . . . . ~ ~ y . ~ . . - . . _ ' . ~ ~ , _ ~ ; . < ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ 3 fy ~ ~ ~ „ r r , ; ~ ~ ~ s . , - i ~ ~ , ' ~ , , ; _ . ~ . ~ . . ~ _ ~ y.. ~.a~~. Z 2 4'~'¢ . ...:c_...~ ~.vL-+:a •.«..e"ft3a~.~SS<.:;'' uraw - bc4P:..u '~.3cXLr.t..`a3`+3Gv ~ ~ . 0 = V ~ w _ ~ ' NOTES N I. ' This surve or is not aware ;of an easements or other matters of record or not of record 9 ° ) Y Y ~2 20 ; affectin the above described ro ert other thon as shown. Surve is sub'ect to revision 9 P P Y Y J u on recei t of a current attome 's title o inion or a title i~surance commitment. AS INE 3 N ~ s. p p Y P G L WATER SANITARY SEWER STORM SEWER PROPERTY_UESCRIP? ON o a 2 Location and'size of all under raund` utilities shown hereon are a roximati'e onl and ore Peo le's Naturol Gas ) 9 PP Y P ~ 'shown based 'on. field location of uisible fixtures in combinat~on with available data rovided Cit of Ea an ' 2665 145th St. W. P Y 9 ~ Lots 3 ond 4, '-~~;ock EAGANDA~E CENTER INDUSI~RIAL PARK N0. 2, according to~ ~ ~z~ the recorded piat thereof, Dakota Counfy,' Minnesota~ ~ ~oz b various ~ources. 3830 Pilot Knob Road Rosemount MN. 55068 Y , 0 Ea an, MN, 55I2I Hro 9 ~ and . °w o ~ ~ . ~ ~ ~ . ~ ~ ~ . ~ . ~-~~NW 3. Contact GOPHER STATE ONE CALL at 454-0002 for recise on site iocation of utilities ~ Phone: 423-5900 I > P , ~ . , . 0 ; rior to an excavation. Phone: 681-4600 S~ P Y Contac~~~~Person: The~contacfpersonfor~this Lot 2(2}, EXCEP~ the North =5G fee~ of the West ~200 feet thereo{ (os meosured of ~ ~~~a projectisMr.Steven~Mc[iurney,~I~O~DWAY right angles to the North ond West~lines, respectlvely), EAGANI)ALE GENTFR INDUSiRIAL ~ TELEPNONE pr` CABLE TV SE 4.) ' Area of property = I,030,658 Sq. Ft. or 23.661 Acres ELECTRIC SERVICE SERVICES,INC,, 1077 Gorpe Divd., Alsron, PARK N0. 2, acco~d~rg to the recorded piat thereof, Dokota County, Minnesota v~ OF U. S. WEST Communicatian OH 44310, i2161384-9000: o~ m 5.) ; Property is zoned 1-1 (industrial) Meredith Cabie NSP 4~ h.~~ 100 South 5th St ~ ~ Said plat of EAG~~~DAi_E CFNTER 1NDUS~I~RIAI. PARK N~. 2 was recorded December~~~~2i, ~ . 93 ood Dr , , i 967 as H Plats, ~oge 37. ~ ~ 6. Setbacks are as follows: front = 40 feet Sides = 20 feet R r= 30 f e Hei ht = 4 f 825 Rice St. Roseviile MN. 551 13 Minneapolis, MN. 55402 ) > , ea e t, g 0 eet ~ St. Paul, MN. 55117 ~ Phone: 344-2491 7.) Property is in Flood `Zone C per FIoL,d Insurance Rate Map Community Panel No. 270103 001 B Phone: 483-9999 _ ~t Dated '8- I I-78 Phone: 22 I-4103 SYMBOLS ` ~ T 1 75.2 / ( n ~ r GM DENOTES GAS METER p~ ' 75.4 ~ _ _ _ :.w . . . . . 7" 876 I I L _ ~1 I ~ , ~ ~PPI_P ~DENOTES ~OWER ~~POLE L.IGNT POCE ~ ~ , / 674.9 ' \ ~s.a^ PP DENOTES POWER POLE ~ m o „ 73 ~_P DENOTES LfGNT POLE ~ Z Y CB WVg75.0 875. 676.6 / : 877. I ; 87&9 _ w iNv = ess.i a . _ . eao.a xeao.s _ aao.3 ~ / e~s.s a~s.a LUMBER STORAGE xg~~.5 a~a.~ ' r~ CB JENOTES CATCN BAS~N o Q~;_ - _ -K- OP = 674. 75.1 ~ p `,C _ _T.,F._ _ _ _ . _ _ _ / . 30 i` n V R; ti V G • 880.3 Y x 879.8 x . 879.3 876J 87 „ • 8~4.9 \ ~ ~ MH DENOTES MANHOLE' ° ° " ~H TS SAN S - HYD K 876.2 6~4,8 -.~._~II___T_'-li"__FORCE MAIN i8° SAN S _GF ~A$ 875.9 g B?5.8 ~ ~87' n WV ` DENOTES WATER VALVE y , x 878.9 876.5 ` 877:3 ~ ~ PPLP / 880:8 PPLP 88I.4 ~ - 881.4 - - - 5.8 I -GNAIN UNK 87a.a ~ ~jC~~_ ~B74.Q HY(~ ~ ~DENOTES FIRE NYDRANT z~ ~ g ~ C~ P? P 882.1 p 882 I 881.9 \ PPLP ---~-r--- n ~ L1-. 7 PPLP '~d@3-._ _ _ _ PP ~ ~ _ _~9:b _ 879.1 - 30 p, -f}~ ----«-~-~I=---- _ _ w. . . . x eei:a" _ , ' : 860.6 _ _ ,r _ ~ ,f __.,r _ _ _ _T_ _ . _ , ~ ~ - IB.3oa . az~.o \ GP DENOTES GUARD POS~T . :;.-.JL_._'__'.__.__ .....Y._._._ L . K..__ . 879.7 880.6 880.9 88 i.3 ' 68 i J ~ -~_.T; 879. rn ; ` 8~. I 681.5 ~ 881.2 880.7 860:3 BBO.I g79.8 x8~9.5 _ . ,r._ . -__,r o:. 875:2 , ,,B CHAIN LINK FENCE OH ELt~ ! 878.9 878.7 B7e.~,~_ ~~~s ~ B7 e76.8 EM DENOTF_S E.LECTRIC METER cv ,,r e~s. ~ ~ ~ ~ ; ~ ; t~ ~ ~ ~ 8 . cH~ ~ ,~4~ _ ~ ~ ~ ~ ~~it~k 8'' CNa~r~ b~ ~ COL DENOTES COL.UMN ; ~ C~t~K ~~a~s.;~~ . ~'~p ~~~e~a.o ~ia. ~ ~ ~ ~ ~ ~ ~3~ DENOTES TElEPr10NE E30X ~ ~ i Q. ¦ 876.J x 679 7 879.9 ¦ , x 860.4 ~ 880J k 881.3 ¦ ~ 879.4 ~ ~ \ ~~FEN~ 875, 5 C> 681.3 .~p.9 x gg0 ~ ¦ ~~EN~~ 878.;`~; 976.7 ti ~ ~ ~ ~ w ~ ~ ; ~ ~ ~ ~ ~~I GW ~ DE.NOTES GUY VJ~RE~~ ~ z ~ 8763 ~ N ' - x 880:5 ~ ' C NCRETE ~ , _ , _ i ; x ; 0 n a.a;~ 8 F6T c~ Sa~ N i~. e~s.s e~s.s ~ e,e ~e." ~ ~ ~~a.a s.~. TMN UENOTES TE~LEPNO~IE MANHOLE ' U~ TS^"8.3~~ ~ BITUMINOUS ~ ~ ~ ; ~ K8~9.6 x8~.3 , W cb CHAIN LINK _ u ~ ~ u~ . ~ ~ 877.3 WELI g7 ~ ~ . ~ J p~, ~ ~~~mB77.5VP x xB3 SA'N ' DENO?E~S SANITARY SEWER MANHOI.E zQ ~~o IN = .5 L_ L/ ~ ~ t ~ 8?9A rn W FENCE - , . S?9A 0~ 878.2 876.0 873.8 ~ i T ? i B ~ ~ ~ ~ e~az ~ B~~ ~ en.s FcnP ~E . ~ JdE..I ~ ~ DENG, E_S MONITORING WELL -.d Q ~ 88~:6 86 ~ .8 , _ , ~,BITUMINOUS ~ cn g 5 ~ K 881.7 „ x 8fl1.9 8B 1.8 881 J _ _ ~ x ~ ~ 881.8 881.9 ~ 88 t.8 881.8 88a.5 BBO. i _ ~ Bc~', s~,8.2FCr~ 8732 TRANS GENGTFS ELECTRIC TRANSfORMER ~o~ WgW ~ ; ' ee .i ' 6e2.~' - , CONCRETE ~ ~ ~ sei.a ~ • i.2 ' sea. x sea. i ( - _ _ _ . CRE TE C O N C R E T E ~ ~ CONCRETE x ~ " ` ~ ` T _ GP ~ T ~ 862. I 862A C 0 N C R E E ; 881 J k~ 880.5 l g:2,. cRETE~ ~ a~e,s , s, ~~'s ~ ~ IR~ DENOTES TRF.E ~ w w tA 3~D.2.~ ~ • 87 .1 J E4 &82c 1 Q~ 860:0 TC ~ t_ _._~7EPS $TEPS 881.9 882.0 880.4 ~ - ~ , ae3:o , . 4_-- 8$2 - - ' ee ae2.o ~ ' • ~ 8 ~ s sTa EVG DEN~TES EVERGREEN TREF ~ ~zZ Z'a3~ ~'~78.0 ~ U~ "87 9 e~' ~ z W~~ - 109:37 - 882.I '~'f 882.0 ~ CONCRET~' m ~ ~ ~ ~ - ~ TC ~ 88Z 5 x 882.8 866.3~ki 886.4t ,E 882. i - GA5 ~ _ _ _ ~ 866.~ #~.4 . BB~.? 88U.6 88~.i 1~! ao a m a - m a - . _ ~ 6 ~ CDS DE.NOTE.S CIVIL DEFENSE Stf~EN X~ - ~ ~ 881,6 ~ 82.~ 881.6 # , 681.4 " 880.9 " ¦8B1.2 r ~ m ~ ~ ~3 ~ m ~u m c~ ~ 883.I . ~ ~u x x I.7 ~ 7~6 M WELL x r ~ ~ 875.e SAN S DENOTES SANIIARY SFWFR w~ 3~e ` " ~ ~ ~ 8~~ Si S DENOTES STORM SE'WEP ~ ~ }:~z - ~~~o~~ 673.9 B73.9 679.0 i WELL 6 I. 881.2 m ~ i - - 883.1 ' 881.2 BB I.4 r A~ ' P'~'° 881.7~n I10 ~ ~~S ~~I.B 7C ~ BBi.3~ 8'' ` ~ Q x a~is ~ UG ELE~ ~ENO?ES UNDERGROUNQ ELEC?P,IC `Z W Q Z: ~~o I TC p' .B ~p _ ~ 86I . w o ~ e 8 0;5 ~ ~ p ~ 8 8 2 M H 8 6 1~ i C 8 8 i. ¢ 8 7 B H 7 8 8 ~ 741.35 ~ F ~ 881.7 881.8 ' x 577.5 878. I ~ 675.9 ¦ g~+~p ~ n , ~ v(`~ O ~ a ~ ai.35 ~ a~^ F~ a~, ~~l- DCNO ~ E:S UNDERGROUND~ ~I[~EI~ OPTIC ~LINE ow Q U o=m v ~ x 8 8 E X I S T I NG B U I L D I N G w 3~ ~ c e z o. s 5 ~ ~ C O L , ~ W E I I * Q~ P~ 0 ~G eao.a i`', c~ 5 ' uG TEi_"r: DENO i ES UNDERGROUND T~LE:FHO~IE l_INE Q ~ w - 879., . ` ~ Z • ~~.s CONCRETE ~2~0 5~ EXISTING BUILDING ~ I 1_..- K i oa:sz _ ~z.4 2~a , ~ ~ ' 87i uG GAS DENOTES UN6ERGROUNQ'GAS L1NE G Q t~ P ~ ~ 872.9 ~ N ~ ~ A7 q - . ' - - - -j= o WEIGH ~ ~ ~.B ae*. a c:; ~ ~ ~ aeo;e ~ ~ ssi.z . eei. <ea~.s c~ ` esa. ss.o FIRST F~OOR STATION ~~.s m G R ~ ~ UG CA~I.E. DENQTES UNDERGROUND CABLE TV LINE ~ Z~~~ ~j ~ B76 i i x ~ e~s.o ~ ~ ~8~5.3 OH .ELEC ~~DENOTES OVERHEAD ELECTRIC ~~Q i~~ ~ ~ ~ .mmmm , . 873.3 s73:a ; ~882.3 ~ea2~ OVERNANG eez.. = 866.3 3. w~tt ae~.a ~ m~-' 172 B~saoa ~ 878c~ x a~~.a $~z, ~ TV E?OX [~ENOTFS TELE.VlSION BOX~~ Q N~ TC T~ +r-- M t`,(1N~`RFT,~ x--x-„--°--- 22 `J 86T.7 w BBi.5 ¦ 881.~ R 88~.7 88i m~~m ~m !.B Z ` ; x TC 882.3 '8623 882.3 , _ • 661.0 861.3 ___v s882. 862.3 882.3 886.I - gg~~---- - ~ ~ . ; ~_..x . _ , CONCR~7~ ae2. ~ ~ _ aoo E B _ _ _ _ . _-sau _ _ _ ~ ~ 88! b~ ~o ao a m m n a r I. i _ r ;881,9 . _ 31'EPS-_ r ~ r~i.~ - ~ - ~u c~ _ ~'esi.s W~ - ~u _ c~ ~ 878:4 UG ELEC 22F L 881.6 ~ ~ ~ W~ m ~ ~ ~ _ y ~ n a ~ I. ' _ ~.NV~~~ - 5?2B V~~ ~E~~TFC ~~1~~~ T~~E~ ~ ~ X~ d~6 , ~ ¦ x K ! 0 tn `9 a ~ ~ ; ` ` 880.1 880.6 881 2 ¦ 881.3 ¦ 881.2 881.3 x ~p BB2 ANS ~ 88I.6 GP ~ ~ ~ 3 ~ ~ ~ m" ~ ~ , aze.3 i~ is° rR ~ ~ `~~ae F~`~ CENOTES ~I.RST ~~~OOR ~LEVA?.ON W~ ro ~ ' B75.B ~ 8?2A , A ~ ~ ~ ~en.s M'~" rR e~s. - ~~CF ~ ~ENOrES REINFOHCED CONCRETE ~~F'I~'E ~ ~ ~ : ~ p ~ 681.5 ~ ~ c~ I ~ - ' coNCRETE ~ ~ x • • • esi.s ¦ eei.o • eso.s ~ ` ~ , 88 ~ 881.6 RT 881.6 881.6 881.6 BSLS 881.5 8B0 % ; e~s r -~2"rR . a1a.s 1 ~~3 ~ ~ B~ - t ~.76.0 8,'2:5 ~7 6 ' _ , ~ 12° TR 874~3 87~.2 ~ ~ • , . 105. ee~.s • eeo.3 - CO ET€- ~ ~ ' Sae2.s Z~ - ~ ~ . _ . 87 3 ~ ~1 729 . 2,.9- . 744 8 , - - , 886 , 892.4 TC _ .=...,t , ~ . ~ ~ ~ - 2 88x3 882. i ~ ¦ 879J . 879.2 ¦ 679.2 ~ S~ N,. ~6 ~ 879.6 Cdl'JCRETE fC; TC 880.9 INV a 874.3 ` x 679.2 878.5 ~ ~ 1 ~ . ~ n '~7a.4 ~ TOP = B79.a _ x 876.4 878.0 ¦ 87&8 x 879.2 ¦ 879.3 x. MH , ~P~ ' z K 880.5 ¦ BBO.~ MH SAN S -_-,~~eto----- 878. i ~87J ~ _ 2' • ~ ~ ~ ~ TI A~!L , ~r 873 I 874:5 i TOP = 879.8 x 880.: x~gp.6 w " • M x , ~ 881.1 880.6 t m ~,x-_ i INV = 867.8 ~ W 881.5 39,.5 ~ ~ ~ 8783 I ~ ' l OCATED 5-4 94 8.,2 ~8~3 ~ ~ ~t TC ~ . ~ 881 A _ 72.5 e~z:6 8 26 B I~ T U M I N 0 U S,, ~ n T s~ cHa~N uNrc ~ STA ~1,~ i " / x 876.8 v 874.8 8?4.3 8T4; ~ ~ ~ ¦ ~ - 8~2? ~ ~ _L_ ~..L__. ~ FENCE ~ i _ _ tc C Tc _ _ ~ 88 rRU~s ~ _ t~ _ 674. 877,7 679.6 ~ 880:3 TC , ~ ~874.5 ,i Z ~ 875.8 r-~ ~ ~ ~~2 O / LP ¦ x „ „ 880.2 88 82I 25 883.0TC 862.3 . 881J-------88L7_ 881 3 881.l,., 880.9 874.9 . 880.4 ~ r-t . _ --fYl.: -x- -~r--_.___- ¦ 880.6 gg 2~ - - ~J 860.0 ~;~J BBOA Q 1 876.8 -12 TR ir ~~8'?.3 „ ' " p ~ii0.9~ a--- ' - . _ 880.9 ~ 880.3 n _ - ~ x 874,9 881.4 I.4 1.8 I J f? ' I. I ~ ~f 880. , ¦ g78.8 " x 676.4 ~j I'4 ~ 87~,.3 ~ ~ , . Z ~ ~s ~ o , ~ ~ x x r~ B75,4 ~ ~ N~ R~ T gg~.5 m{~ PPLP ' ~ 881.8 "-882.T ~~L,~ 881.8 881.5 88I.4 PPLP ~ 880.9 88l.B Lp ' OH ELEC ' 8 FOOT CNAI ' • '3sei;s,~ ON ELEC Bei' C~ 7.5 PlP 879.8 ~g1.5 880.5 681. PPLP T~~ BBi.5 Cp ¦ 876.6 8?2.3 ~3 6 ~ V ~ e ~ x ~75.s x 87a ~ ' ' C ~ ~ 8 2 6 675.8676,3 87 .8' PPIP 87 : UNK FENCE ;PP~, ~88I.2 TC ~ B I T U M l N 0 U S 67 I ~C 8 5. I ~ g~,~ TC 88I .5 „ 880.7 % 88I , ~ ¦ 881.2 ¦ 88I .4 879.9 K~ 679.2 . g~g.3 871.9 0 ~ ~ ~ Q 7 8 881 A f TC B~ x ¦ 881.5 x ; K 881.2 ~ x I,0 ¦ 880.8 . 880.2 i 8 A.5 ~ , -m-. . . r w,. ~ .~a.. w: ~ . . ,_uas ~ _ ~ ~I`881 J •9 BB I . I. BS I .4 x 881, I ~ BB I .0 86 ~ B~J i • , . e~s.a • ~ ~ UG TELE~-- rc K 87A.5 ¦ " ~ ~ 879.2 ~K 878.0 B7Z! B7~ 8~0 ~ ~ ~ ~ 879.~ x k w g,~.2 . , \ , ' ' TC 0 1y~ I! z V m .7'' tf.9 ~C ~ TC TC 8 FOOT CNAIN y N 65 ~ TC r'-~~~7 ;2 VD W TC 880:1 TC T ; 88i.i ToP 87i.2 8 3: 8,5 ZOO.O c c , ~ LINK FENCE CNAIN 8 i.5~. ~ ° ; , A ~ ~ ~ ~ . ~,v.~ : BB I 4 TC i C 8 8 1 I T C ; ~ W I 2" T R 8 8 0. 3 ~Q 3 B B 6. 2 _ 8 1 I i C B H 0. 9 8 8 0. 4 9 8 0. 8 BBp. 8 6 p.4 680.6 _ _ . . . _ _ - ,~~0'~ Ukl~J 880.5 880.4 ggp 4 BBOA 879.7 979. 2 VG B $ . , 678,9 STA „ _ _ - - _ _ _ . - x__ ~ u .~.v. . x._.._._._. _ . c.___..._.____ x__. _ ..Y...._ . . NCE ~ ~ 876.0 ¦ g~7.8 ~ ~ B~~ ; 79 7 979.6 8J9.1 878.9 878 2 7 5 ~ ~ 875.2~. ~j~~ 8~ 1.4 B7 i 7~ \ x _ _ . _,E ~ 871: ¦ ,877. 880r~~ - $E1' ~g 880.5 ' 880.~ 1.B ¦ 3 ~r9 ~.4 880.2 860.0 880.1 ~ 79 5 . _ SET IRON w o -..-879.8 k:9 8~_ ~ g79.9 " -r 8 6. x rn y 0 r ~ 79,5 ¦ 8.8.8 x 877 4 ~ R , x 8?2.8 V! t n i IRON ~74.8 ~ 674EVG ' 60S--.F EVG ~ TC C 2 TR Y 87L TR TR , f'~GNB {RaPI.._. _ NH9~Z9 OO W ' , . _ = TC ' 72i8 \ 874.%87I: i 874. 875 .3~ _ _ _ _ ~28. _ B71.3 87t g7J.3 674:1~ 74.2 x_., _.s, ' x 860.2 _ ~ " 8 ~ 879.2 tv. iW ; ¦ 880:5 " _ _ 0 I TC'' , , „ 7 4 - ' "fe ' BBOjI-- ~ K 8798 x 819.9 ¦ 879.6 - _ _ . ¦ 879.8 ¦ T,. , . ~ - - N89 29 C ' z 875.9 \ " N89°29'00"W ¢ 87 ~ .6 871.3 71 _w _ ~ 879.4 x a~ . - 88 ~ B~:l" ~ , K 7 , w ~c,~~ 671.3 8.2 ~ WALL ag~~ ~ ggp.0 M 879.5 8 8., ~ 87&6 878.8 ¦ 679.1x 67! ~ , _ _ . _ K 878.4 ; ¦ 679. I , 678.4 _ - 878 i . . , @ZI$ ./878.2 " 877. I 8 ~ 6 ~ U ~ ~ ~g~ = 876.2 ~ x 876.9 @a5:~Y " , ~ ~ Si~.~ ~ ~ ; x x ,w ~ 870:6 ~ , ~ ~ ~G EXISTING ~ ..=---CO~C ETE eta i • . e~a.a _ SAN W _ _ , T = 870J ~ 0 . 874.9 ! _ _ _ _ _ . _ ~ _ 98Q.6 ~y ~ _ _ «fl77.7---. _ _ ~ . 'Q BJd.S ~ ~ ~ J 4 H g7~..7 ~ 6 iy , ~ , _ _ . B72.3 -8728 a~ 8~'~ iN m asz~ ~ ~ ~ a~i.i a~i.a . ~ 2 J - 880 Z 88L5 874. ~ 1c BU LDING x, ~ _ _ _ _ _ _ s7~ , , ~ ~ ~ ~ - ' ' , ,~--y'$73.0 a x ~ . , ~ ~ , m esa.a ~ ~ , , / M 871.9 ~,x._-_ _ ~ x 8~5. ~ - e~~ - ~ ~ . _ ~ e7 ~ s\ w W 870.3 x~`~7 x 876.~ Q~ O Q 70. 2~~ 1~- x 878A - _ _ - ,c 875.8 " I ' " 0~3 f / ` " U 3 ' ~M ~ TRAN ).3 o O ~ 877.5 X'8JB.2 ~ B16,3 ~ 678.5 % 877.5 - x 875.4 ~ 12 TR $82 ~ ~ . ~ ~ . ..a ~ ~ 87 L 8 1. ~ TV 80X~ ~ ~ 7 ~ ¦ 875.9 875J x 875.7 8, 4 9 ~ ' , _ _ I i ~ 8B9.7 869.9 8~6.3 x 875.J ON~, 871:2 871,7 - ~ 8 , _ _ ~ 8~4 ¦ 876J ~ _ - " " ' . ~ i ~ ~ 870.7 _ 71.4 _ , 7 x i8 ~4 ¦ 875.d x 872.0 ~ ~ 8?6 5 ~ ~72 - ~ 669.9 ' ~~870.3 ~ ~ ~ - _ - ~ ~ ~ , ~ 71 87L2 ~ 8 1~.4 ~ ~ ~ _ 874.8 ~ ! ~ , ~ ~ ; ~ ` W $ . 87I; I~'Qr , . x~~" ~ ~ ( ~ ~ ~ ; I 889.3 8:5 871.Q ~ 870.6 ' W 8'6 % 874.4 ~ 878.5 ' R 9.9 x pp3.9 / n~ i, i I n - a~~ ' ~ ~ ~ ~ ~'~71 B ~ 870.5~r _ _ , Af2 Of ~ ~ ~U- - ~ ~Z , / _ ~ ~ W ~ 888A ~ 869.1 869.9 x rt 876.2 x 878.8'~ 874A - I~ r ~ ~ " ~ ~ k ` ~ ~ ~K 871.9 ~ ~ ~ ~ p I~ ~ ~ ~ B66.6 865.6 ; B6d5 ~ f~ ~ 8;2G ° UGGX \ ~ p ~ aes i 8 L SCAPING X ` F- ` ° ; , 1 / x 875.8 ~ 876,.. --+r i _ - - ¦ 87a,2 , 888.7 ~ 874.0 x 875.0 ~ Q) i ~ ~ ,I x 869.6 670A, x 870.2870.6"' S 87L 874.0 x , ~ ~ _ _ 873.6 c _ a ~ .4 869. N ~ ~ ~ ¦ 8 3.2 x 875.3 ; ; B6& ~ M ~ ~ V ~ ~ V ~ ~ I I ~ i ' T ; ; srn B Z I ~ \ : ~ e~ ' / ro~ a 70:J r 87 .8 871.3 87l:8 872:8 , (9 Cj / ' i b67. 7.9 , ~ i ~i, 674A x 874.8 . g¢ I.8 ~ Q~ ~ : ~ 5 j a~s.< ~ ; ~ ~ ~ ~ o ; 5, Fou a T~ . P , ~ x a~3.9 x ~ . ~ ~ ~ O N 60 0 60 120 ~ Q~ ~ ~ , ~ , , T IRON ~ ~ > FOUND !R~ ~ ~ e~az 867. ~ / x C~ _ ¦ a7a. i , , , , , , , ~ i ~ E ~0~.~ ~ 8729 „ BENCHMARKS , " ~ g x 8, ~.9 - x 874.0 ¦ 873. I ~ I Q~ ~ ; ' ; ! t B72.0 ~ x 73J ~ ~ ~ ~ ~ 889.9 ~ I~ ( ~ S7A , 4 97 67.7 8~1.3 8725 \ 874.6 ~ ~ ~ SCALE IN FEET i I" TR~ ~ ~ ~ 873.2 " - ' i ' ~ I.} Top of t { K 873.8 x 872.3 ~ 1 ¦ 873.4 ~ Top of top nut of fire hydrant located in the SE Quadrant of the ~ 865. ~ i 'i 880.7 ' _ i ` 8 TB ~ ¦ , 882.0 ~ntersecti 65. intersection of Lone Oak Road and Neil Armstrong Blvd. ' j 5.1 ¦ 872.9 ¦ 873.3 ` x 874J 1 M 885J Elevation { ~ ¦ 873.6 , x 873.4 ¦ 872.8 x 876.9 , 680.4 ; ~ - Elevation = 857.45 feet 3 ~ x 873.8 872.0 ~ ¦ 871.1 r ( ' x 873.0 z 872.9 . 873.8 R ~ ; } . ¦ 889.9 x 873.4 x 873.4 , Cp ~ ~ ~~~x - - ~ ~ I n ~ ~ ~ ~ I, ~ ~ ~ 2.} Top of t ~ ~ ~ 873.8 ( v`, Top of top nut of 2nd fire hydrant South of Lone Oak Road on To: RpADWAY EXPRESS, INC. ~ ~ ~ ~ - ' iz" r~ ~ , I x~ , Neil Arm~ , \ - I , ~ as3. t~ ~ K ' ~ ~ ~ 1 ~ esi o~, Elevation Neil Armstrong Bivd. T } • Elevation = 856.54 feet ~ his is to certify tha~ this map or plat and the survey on ~~vhich it is ~ o 3.8 \ ~ z $7 .3 . 873.0 ¦ 7YJ ~ I ~ ~ . ~ ~ 672.5 ' ` x 873.4 873:4 I 1 886.8 based were made (i) in accordance with °Minirnum Standard Detail ~ ~ ~ ~ 885;1 86~-~ \ , ~ ¦ . 8~ 1.8 ~ ~ ~ g76.4 ; ~ ~ ~ Q) , M I ~ x " x ~ ~ $ ¦ 866.4 ~ 868.4 ~ 873.3 ~ ! 2" TR ~ ~ / m 664.4 , 66 \ ' z 88i. I i ~ \ Requirernents for ALTA~ACSM Land Title Surveys,~~ jointly established and ~6' h , \ 871.4 ~ ~~72J ~ ¦ 77. ~ / ~ adopted by ALTA and ACSM in 1992, and (ii) pursuant to the Accuracy ~ ~ b ~ \ ~ \ ~ ` x'877. 8~ (Q x 87 . ~ ' x 871. I ~ ~ N ~ ~ ~ ~;g ~ ~~,,~Q ~ ¦ 873.5 ¦ x 7. 8~3.6 6~ I! „ X 8fi5.3 J 8 .9 ~ I 873.3 8 3 I~ ~ 1 TR ~ ¦ i 0'~ 873J K K i I:879.2 Standards (as adopted by ALTA and ACSM and in effect on the date of this u 3' x ;p r~ S ~ ~ x 873.4 872.4 ~ ' i( I ~ 863.9 , ~ . 72.7 K 8724 x 873.I / r 874J certification) of an °Urban° survey. - ~ ~o ~ ~ Td~' ~ ~ 8 8 1. T~ x X 8 6 3. 9 8 6 8. 3 O C~ . 4 Q . 726 ¦ 8 6. ~ 8 8 4 . Z. 7 - 661:1 B62.8. , \ I " 7R ~ ~ x 862. i ~ ~ ~ 00 i~ K ~~871 J V ~ ~ ~ ~ ~ „ ~ ~ ~ ~ i ~ f ~ f / , ~ ~ Dated this 21s± day of April, 1994 ~ ~ ~ ~ ~ ~ j ~ z~~ I.2 ~ 663. ~ ` t~ ~ ~ ~ ~ 879J~~ " 873.9 873.4 j 874A ~ ~ i 2" TR ~ i ~ ' x 876.9 = X ~4A -0p ~ ~ x 879.6 ~ # ~ 7i. K-.. ~ ' / ~ 0.7 862.7 ` x 884.8 v \ . x 8~j~ ~ I 9 1 ¦ 87 .9 ~ 877.9 f - 865.9 x &71.9 \ ` x 8.0 ¦ 87J.9 ~ ¦ 873.2 x 873.0 872.0.---- " 672 0 ~ ~ * 77.J C~ - ; ~ 80 _ ~ ~ x~9S5.3 ~ ~ ~ ' i ~ ~ x 872.5 4.8 ~ !2" TR SUNDE LAND SURVFYING, INC. ~ °M VICINITY ~ M~AP ~ ~ ~ ~ ~ ~ / ~ I ~ ~ " ~~1 ~ ~ I ~ , p~~ I ~ ~ gg ~ ~ ~ ~ ~ ~ 8)3.6 ' ~ ~ o;a~ i ~ ~ g59.4 z 7.3 ¦ Y 880 i \ \ , J'"" ~ ~t/3 Z 8621< ~ 86 K 9:9 67L2 \ \ ~ 8725I670.5/x I S! \ / (NO SCALE) sY ~ ~ a~ , z 9.5~ 876.0 _ J iF . . . ~ . ~ : ~ . ` ~ ~ ~ x 859. J 2 / z I ¦ 7 7 / 867.3~ 6. 7.1 ~7 , 8 3.3 74. ~ . ¦ 8?3.4~ ~rn TC ~ x 866.6 12" TR ~ 36.3 N ~ B 6 x B?4.4 ' 6j4.2 672.9G ~ \ x 4. I ¦ 75. T. 875.0 Edward N. Sunde, R.L.S. Minn. Reg. No. 86 i 2 ~ o~N oo~ ~ 8. K 8fi2 ~ ~ . 878.5 2/' f~ l~ ` J x 612.1 ¦ 871. „ 12 ,R REVISED : May 9, 1994 Locate marked-up wetland ~ ~ ~ ~ x x 8~5.~ / C~ i ~ x 872.8 r 75.B 874.6 , - ' Q : V x 868.~ 870.0 x B!,0 \~879.5~ ~ ¦ 872. ¦ 871.8 ~ ~ SERVICE ROAD ~ 9 ~ ~ , B r g7 r ~ u~i N w° o x ~.I , ~ ~ 1~, EASEMENT PER PLAT OF ~ i2 tR ~ 8,2.3 8i3.3 " 74.F~ x 873.6 \ ' S 857.8 ? , ~ ~ = x'8~8 • 7z. x 869.~ 8 9.J 873J , 87 EAGANDALE CENTER INDUSTRIAL2 ~2° fR M' x ~ M ~ 0 m ~ ~ ~ a e~2.o " 85j.8 X~6G.3 x ,5 670,5 ~;`74.1 : x 873J ~ x 673.1 X B73.3 872.9 PARK N0. 2 y 721 1 ¦ 73.4 O ~ ~ TG x 5Z8 ¦ 813.J ~ ~ I = 3~ ' 886.0 ~ ~ 673.I 12" TR ~d ,_~a , ~ O ~ ~ SAN ~ \ x 8$7. I ' x 866.3 ' ~7.6 .g ~ x B7 M 872.7 24" TR NV = x 863:1 ~ _ ~ ~3- ~ 872_4 8?2.4 y~~ti~ o - q ~ z ~ ~ ~ OP ~ ~ 7.d - _ ~ _ - _ _ ~ ^ - , _ _ - (~~1(96' ~''O ~ 71.8 , x Z2" TR o SET IRONS s~3. i x ' STA TOP 858:1 ~ 864 "_---...66 \ ~ ¦ 869: I I" TR 856J ` IMV J 9 2.9 : ~3.0 i 870.8 8~25 " 873.0 „ x ¦ 9. 6 M STA ¦ 872.5 872.9 8728 8725 872.7 672.9 7. 873.7 ~ I B" TR ~~~I1d~~RI~ D~PT ~ ~.e . 74.93 , , 673,5 , 8 36 874,0 , 73.6 ° ~Q,~ ~ $ET RON .3; PP 'y~ 86~ - 67.9 ~5u - K87 0 67 i g' N~J~ PP ¦ 872 ~871.2 0 ~I 11 ,c Y , x, UG FOl ~s.2 ess:i PP .C7G 870 ~ g 3~ STATE ..r. . . ~ . . , 859, ,:86 A e~„ ~ nen t _ ~ z K s ' ~ .x .7 . ~ % e ~ e~~ e g7 i.5 87%.4 ~72.1873.3 x x8~ STATE HIGHWAY N0. 494 R~C~I~~O ' 7~~~~P . e~~c GQ$ ou;I;i "85.2 xw"' M98.9 .6 x 881:1 ¦ 8623 96Z3 ~-x- Utl tL ~p._.. x 871.1 x~ . 87 0~ ~o~ w+.P--- --t571 D i " 973.6 pdN pp x 665.9 x 666.8 x •~'d W97T5~.. i-8M3.0 , 3.4 .-''x 864J 867.0 868:0 669.5 , y--+~ ^ - - 554.7 6.1 667,2 888.3p~ T I f A' 871J 6727 873.8 d~ 874.5 857.I; N „ - 24 K~ _ ( D ~ I,. V ~ I V_ ~ ~ S~ ~ 674.8 874.9 8749 g7}.7 B74.7 q 85 :9 661.2 8625 863:7 884.9 ~866.2 867.5 866.~ • ' x 16 ,~ftCP 868.6 - - .~s 870.a - - - 87 I. 872.8 873.8 874 . 6 875. 87 .9 No - I 6 7 5. I 875.5 874.9 ` N sriEET No, Q' SS p • • • • ~ 74.5 _ 16" WATER ' - 0 f ~l 2 Y ~ ; CITY OF EAGAN PROJ~CT- N0. 94-BP--T CI °0 - ~ 1 LON LONE OAK ROAD { SITE aF 379/1 i T.27, R.23, 5.2 SJS 94012A02.DWG 94-012 ~ 0