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<br />a1ST.LLAi ON IN TYPE '6' ON v 11PE G 11
<br />NISTALL°LON N TYPEI's oR TYPE '0cane
<br />,I>.� ^"+•^ [•, GUTTER DEPRESSON AT C oT Un5 NS
<br />INSTALLATION OF CATCH BASIN CASTINGS
<br />HYDRANT AND GATE VALVE LOCATION
<br />51 C• ILIN D
<br />UTILITY CCNSTRUVTiCN
<br />SRECIriCA.TIUNS
<br />r
<br />kc)r,,mi4i krank ►-.ric•kccln
<br />Arc•Iiilec•Il", Inc•.
<br />300 I ir;l '1 f'nllr N(lrlh
<br />SIlllf' :)ill)
<br />i Ilmw ll)nli,;- N1N 5 401
<br />012/331)-4200
<br />slunberland
<br />SNELLING AVENUE AND COUNTY ROAD C
<br />ROSEVILLE, IAINNESOTC.
<br />I. EQDFL Or WM
<br />The work to be done under these Specificat-ions shall include
<br />construction - of Sanitary Sewer, Wa to rrna in, Storm Sewer, and
<br />Parking Lot.
<br />2 • SPECSEiGA.Ti4NS_LIFLrCM APPLY
<br />The 1983 Edition of the Minnesota Department of Transportation
<br />"Standard
<br />Specifications for Highway Construction" and the City
<br />'
<br />Engineers Association of Minnesota "Standardl' Utility
<br />Specifications'• shall apply except as rnodi fled by the
<br />Specifications or other Contract Documents.
<br />3 UTSLLTY�111STRU_C11S L&PE.CIEi�/1LLQtIS
<br />! • 112d-tine 11 �. Iy. 1 j•-ti eg
<br />The Contractor shall, prior to any phase of the work,
<br />ascertain the location and condition of any and all private
<br />or public utilities within the limits of work site. He
<br />shall be held responsible for any and all daruage and the
<br />repair or replacement of such damage. In particular, the
<br />' Contractor shall be informed on the existence and location,
<br />- by the representatives, of natura J. gas piping, telephone
<br />cables, electrical power lines. As Built drawings by the
<br />City for location of storm sewer, castings and water mains,
<br />UTILITY AND DRAINAGE
<br />valves and shut off boxes.
<br />PLAN
<br />2. LaY1ng_Candltl4ns
<br />The Contractor shall dewater all trenches in which the water
<br />interferes with making proper Joints or prevents maintenance
<br />of a firm, unyielding trench bottom. Waiver of this may be
<br />granted by the EngineeL when, in Ills opinion, the ground
<br />water or soil conditions will not impair the quality of the
<br />con strucLion work. Such waiver will not. relieve the
<br />Contractor from ultimate performance requirements. A11
<br />WiFIRMLompanles
<br />dewatering costs shall be incidental to the price per lineal
<br />SUBURBAN ENGINEERING• iNE-
<br />foot of pipe.
<br />.... , N E.—...
<br />a,t Raa.°r
<br />3.11—
<br />B.eddin�
<br />mm"1 A— :•
<br />Contractor
<br />: .... Contractor shall provide a Class H bedding for all
<br />' " "`•' ` " '�•"• •'•a"�
<br />sanitary sewer pipe. The Contractor shal l provide a Class C
<br />`�i OM °" " ' '• ' '""4D •' "• °,
<br />bedding for all other pipe. 'french width shall allow for at
<br />°M `" "' O. 'O' "' "•MO '"•" •"
<br />least six inches of clearance on each side of the joint
<br />" O1 " s1oR•a exo xee•
<br />hubs, The maximum allowable width of the t.rernch at the top
<br />°Mp'"'"'L•° `*" s•.Te o. "IxRew T.
<br />of the pipe level shall be the outside diameter of the pipe
<br />plus two feet. If the Contractor can't control the shaping
<br />to the pipe bed, or by choice chooses to indereut thetrench
<br />and backflll. to Lhe spring Line wil.11 Itranul;r material, the
<br />work shall be' r_ons Ldered incidn ctal and no addltional
<br />• comaansation shall be made therefore.
<br />I
<br />I hereby certify that this plan. specification, or
<br />4 Backilll_oS '1'ren�hes
<br />report was prepared by me or under my direct
<br />• Ma Le tV AS
<br />supervision. and that I am a duly registered Architect
<br />used Lo ba kCd 11. abovo the sand and Frranular
<br />beddingm
<br />aterlal le,
<br />under the laws of the Slate of
<br />above_ ona (I) fort v v tie Plpe, shall
<br />free from -
<br />be Lr n pie.es of rock,
<br />----- -
<br />cone rr•t I clay l- more
<br />. than one-third cable f-eL in vn Lnno, r t., slump';. oorgan is
<br />Date Reg
<br />- � -- - No-- ----_----
<br />Sol 1, vegetation rubbish, 1'rccen m�terrlei. and :t1m11a1,
<br />Signed
<br />f,r' cl Cn and aNb^u to e w
<br />LL nc hose pre..^.once In Lhe backflll ueuld
<br />-- -.---
<br />cause excessive nettlernent.. In Lhnt. pnrtirm c•f the har.kfill
<br />which Is wl Lhin nix (g) inches 01' .', I.Nd surr,' •e, Lhr•re
<br />Shall be no stones which will be re Lalu„d Ill Lhe three (3)
<br />Inch sieve.. The backfilling of all t.renchor, shall be
<br />No Date Revision Description
<br />t •on(l iste,rl Ln ant Brea Ler Llru, .roe (1) foot, lifts And
<br />--- - -
<br />•<,mµT l d L„ 9!r'„ of StandArJ I'r„c Tor rb,nsity fr"m pip•• our•
<br />_' �.v",, �.t•! :r f. r.,..,•-,o-.
<br />I.•, within five 01 feet of subgr•A,L+ with t.h,• Lop fivu(5)
<br />'
<br />.;-�.•. �„,
<br />fe.•t I.•lou nulgradr. c Ilj ,••ta'1 t.,' Kill^. .,f St•mdard prrrt.oy
<br />d••ns tI.
<br />RECORD DRAWING
<br />PREPARED BY JRG
<br />DECEMBER 16, 1987
<br />Project N,'
<br />Urdst•n by
<br />20 0 20 40
<br />^—� Checked by I11
<br />scnlD 1-a20' IDDI
<br />
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