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<br />CA.ITD /4TH R FR 0....r.RHrAr..1 ELECTRIC .,OP •
<br />TERMAIN CP.
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<br />,..".„„)SILVIDICE I
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<br />PRESSURE TAP
<br />CONNECT TO EXISTING
<br />-1-2" WATERW10.- -Flan
<br />VERIFY WATER/MN SIZE
<br />AND LOCATION.
<br />CORE-DRILL CONNECT
<br />TO EXISTING SAN. S. IRK
<br />INY. 810.28* FIELD
<br />VERIFY MN LOCATION
<br />MC INVERT ELEVATION.
<br />SEE PLANS BY JC JOHISSON
<br />CONSULTANTS, INC, FOR
<br />DESIGN AND DETNIS
<br />PROPOSED POND. PONO
<br />CONSTRUCTION BY OTHERS.
<br />.TelnaCia...5=51
<br />iiii...
<br />• - roll Pieruef Mao mesas. 4' World.. leetee
<br />• •■•••■ Owe ove ek erreere led*
<br />• Ited we ewe& OU aeewletti 19914 19114. oftlitgaise Mead.
<br />• ape Yeima 04 yr 11119 LW LBW 1004 111.44141141.
<br />141 141441. 711.4 6111:41p11. 19.414 *19. forynaains
<br />al.m.t.out (1919.4 1144 1440)
<br />• orlpeweee
<br />-.4194. s*".4.101.1 19IISNI pear 14
<br />seedwee aeosidlUene.
<br />• ~ow Yee* 4. keded■ 14 per ardmeasoire deeper
<br />• AU plebe sooterww9 4. inernear91 ft* ow pew eiree eke
<br />arm weeaeuee.
<br />.• wrap 44 rawer e. oprateriel, oreftemer L. assifmilmaim be
<br />e eeweetteee tome 41 reihdl creep liwoweafte sta..
<br />• rime Yr /ow leseallwe se pee Meader, AN gmetatied.
<br />in7=1 Atiagim
<br />11011 PC APRON : INV.. 89600
<br />0114111111111
<br />ATOE CURB CM
<br />‘tetit
<br />SEE IET
<br />STORM SEWER ! SCHEDULE
<br />NO.
<br />.....,..,,,
<br />CB 1
<br />TYPE
<br />CASTING
<br />BARREL
<br />........,...,-
<br />CURB 809
<br />__..._
<br />NEENANIR-3087-DR/OL
<br />4. DIA.
<br />NH 2
<br />TYPE ‘•B* SOLID
<br />NEENA141/1-1733
<br />4' DIA.
<br />MN 3
<br />TYPE "8" SOUD
<br />NEENAH! R-1133
<br />4' Mt
<br />•
<br />• 11: • 1
<br />GENERAL NOTES; •
<br />I. Extolling boundary. location. topographic, and jilt* Information shown an IN* Son fr
<br />Corley Toiler's/1, Inc.
<br />2. Refer to Me Iiitepion for the moist current MI'S loyoU1 fOnonsiOniA
<br />3. Perform oll *orb In Oet01401,011 With Sidle and Chi rilquitsmentil.
<br />4. The locations .4 sighting utilhles shoot 1.nit plan ore Iront resod InforaWklen. The 2rIgtheta dee. I1414
<br />guarante* that all •visfing utile*. are Owen or, 11 ehown. e4101 In OP locations indkenovf on OP plan. k * the
<br />CoMroctor's responsibility to ascertain the final vertltol and horitontal location of all existing utiRtles
<br />eater curd sew., limp and appu(tertancts). NoOfy the Cf141.1w of oily &empanel...
<br />. •
<br />5. Contact utility cornponNs for locations of oh..1 Obtle jowl private u1011144 *Rhin the soh Oleg pa& 1*.begInhIng
<br />tonotruction. Contact GOPHER STATE ONE C at 551.-454-0002 In the Metro brie, ca -500w252-11511
<br />toll free for exact McOtione of es/sting Wilkie4 et beat 40 terrfking NNW* Mem,. b•ginnIng any tentkrueliell
<br />accordance with Sannesoto Statute 216D. Obtain Octet number end meet eft* ePrieserrilattve. el the varlerge
<br />utillarre at the site Provide the Owner with th* tIclatt number information. Gopher Stat. 01* Call I. a fro
<br />e arotte that locators municipal and utility company lines, but doe4 at locate private utility lines, *00 On
<br />Independent locator ...act or other means in order to obtain locationl of prima. utility lines Inoluding,
<br />limited to, underground electric cables, telephone 1V, and Pen speedo. Snort.
<br />•
<br />e. Pothole 4. 94447 the wantons of existing underground fociotles at • sufficient number .4 lecetione 141 mein. bit
<br />assure thet conflict lath the proposed work .144 and thdt sufficient cicerone. Is theiloal.,
<br />7. Where milling gas. Node., cable or tslephon• WON. conMet With 140 Were, toOrdindle th0
<br />neocollen, offs.t, or support of 1114 •si.ting utilities with the approonsa. loork, OemeoraMS Cadrinnoto ntlir
<br />gas met.. and goo tine instollotion, rdectrie Met., and •hretric sent.. Metafiction, cable menae., end 'telephone
<br />▪ Ineteikrtion with the towel wt111ty aorneettlee.
<br />IL Arrange for and secure sultabie disposal ore.. off-Whs. Oleptee of cif mete sell, war. motorist& debris. ond
<br />all materials not designated for selvage. West• moi41.141 and MIMI. Include. trees, guinea& pipe, coma**,
<br />osphonle concrete, cons, or oth.r wo.t. rmterfoi from the eonstivetion operetlani.
<br />O. Straight Sne sow-cut existing bituminous or concr.t. surfacing at the perimeter of paw/bent rofficmil aletst. LIN
<br />sows Mot. world* mar to the bled.. lack, end match all connections to •ri.ting bituminous powornOnt.
<br />10. Reit:Pole ov.rhead pewit?, telephone, ond obi. HO'S at required. AbOnsPin end roper( torieng edit end
<br />SegatIc systems in occordonce with lanmnroto Creportrrent of Neagh NON) requibmpnle
<br />11. Provide hone control occordonet srlth locol authorities and the Minnemala Noma* ret Untlen, Truffle Corked
<br />thSkicl (.041ITCD). Including the fratOL.NaniiaLife21M211011211111aCiattfaLiarieLOXOZO 601.4 Sarti 1095.
<br />12. provide and owantam tempeuery onainege throW/A61.4 ootteit11011011 41114 Ins Cermiervert shalnag. Orion and
<br />*yew,. pre place ond open:Wend. tenolsorary ditch... NOM.. ef Other 1900*4 94 '*40444197
<br />le order to Insure prop., 6,019990 at ell tinier& Provide low points et building pod* Or reedetlys with poskin
<br />evtfolle.
<br />13, Prolog! svb grades born damage by sofa* baler rtJholl,
<br />14, full design strength le not ovelloble In 811urnIMinis pavement credo unlit the flnol KR at aloha* te toMpacted Into
<br />pica.. Protect povornont ..... from everloodiwg by ifolbery INeke, construetion isoulprnont, 144 othmi
<br />/
<br />N E. COR Or 'I
<br />S.F. 1/4. SEC. 18/
<br />/T 11, R. 22 •• '
<br />• RECEIVED
<br />JUL 0 7 2000
<br />CITY OF LINO LAKE
<br />, SUNDE
<br />• 'ENGINEERING
<br />74 'INC.
<br />e2,4 us+ ow 6,,„Att
<br />'110
<br />"%II' itrir. "4
<br />TWIN CITY
<br />FAB
<br />LINO LAKES, MN
<br />CRADINO, UTILItY AND
<br />ER CONTROL PLAN
<br />15. Comply the worts safety proctlees !pacified by the Occupational kitty and 14.01th AdmInliblelem (OSHA).
<br />Comply with ell opplicable lace!, slat., and Wm& safety reputations Construction safety II solely tho
<br />responsibility or tie Contractor, whe 0 oleo saiely resOonsible for the th00,11, methods. one .000401 Of the
<br />construction operations.
<br />14. When *awing or drilling concrete or magonn, tom bows that provide rater to the Node.
<br />II. Adjust ati valve, manhole, cetchbasin, anti c'sinotri davers to flnlothed grade.
<br />It. 3% madrourn slope In all directions In handicapped betels** porking area&
<br />Commence PP* Ot the towel 1,01,1 'he Ordpoeod Newer bras Lay 1114 with the Mid or
<br />receiving groove end of the phe poinUng upgrade. emen connecting to on melting pip.. imarver the 0.494409
<br />doe In order to olio. any adjustments II the predated lin* end grade before laying any pox.
<br />20. NI malrenois required for IN* work shoe th obst motonoi conforming to MA moutrAmints elaig, 1,041, iNds,
<br />sin, quality, and other details specified hreln or es ehown on the Pions. Do not use recycled or **egad
<br />aggregate, ospholtIc pavement, crushed concrete or temp shingbe. Linke. &Morels. indleated. ME Contractor
<br />.holl Furnish required mattrials.
<br />. • - C7.06
<br />tor 1,IN 7 3.0 COQ co: PR:
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<br />SILTFENCE I %•• •4
<br />31 ST. S. C9
<br />TOP • 901.35
<br />INV, • 897.85
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<br />TEMPORARY ROCK
<br />CONSTRUCTION
<br />ENTRANCE
<br />94
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<br />104
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<br />IttatilAL.
<br />2 $01011 Mgr Pt . '
<br />3 Nerlitire lb Oeb
<br />1 *as Oset
<br />3 9.6 409944
<br />2 lbs/ Ole
<br />II Teem* •
<br />3 5eslebrew
<br />•• 2" Merlon Creilorty ,
<br />12 Mho* Nem Spri
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<br />DIRECT 3d0E10431014 moo 116(4? 1 Ala
<br />tigritmuctlet0 ;111 09 17.1310441.
<br />4.00004 NC
<br />VATS Of 10.04110rA
<br />. •
<br />„dt.oesa, or 444.04, .
<br />.11011111/27/00 0(0. 00.1 1173,1
<br />SCALE IN FEET
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