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NOTE: <br />GUARDS MUST BE INCORPORATED ON <br />ALL INSTALLATIONS EXCEPT WHERE <br />SPECIFICALLY ALLOWED OTHERWISE BY <br />THE CITY ENGINEER. <br />HINGED <br />CONNECTIONS <br />(TO BE FREE <br />OF RIP RAP <br />AND BACKFILL) <br />BOLT LOCATIONS <br />APPROVED <br />2 — 2006 <br />DATE REVISION <br />6/11/26 CITY REVIEW NO.1 <br />6" MAX. <br />ALL GUARDS TO HAVE (1) <br />CROSS BAR — 60" AND <br />UP TO HAVE (2) EQUALLY <br />SPACED <br />IPIPE BOLTJ BAR <br />SIZE DIA. SIZE <br />Z 12"-24' 5/8" 5/8"1 <br />0 27"-48' 3/4j 3/4"I <br />= 54"-90' 1" 1" <br />c> 22"-29' 5 5/8" <br />ce <br />36"-59' 3/4 3/4"I <br />i65" —88. 1" <br />NOTE: COATINGS ARE <br />AS SPECIFED <br />ELSEWHERE <br />City of f/✓L< <br />RAMSEY <br />STANDARD DETAILS: <br />TRASH GUARD <br />CfTY PLATE No. <br />STO-8 <br />FRAME <br />COVER <br />74"T 25 <br />CROWN 1 Ne <br />I <br />(3) STACKING LUGS <br />0 120' APART <br />7" <br />24" <br />27 9fs" <br />35 '11, <br />SECTION A —A <br />APPROVED: <br />2 — 2019 <br />City of V\ <br />RAMSEY <br />SECTION B—B <br />MATCH GROOVE <br />IN LID SEAT FOR ly" <br />DIA POLYSCPRENE GASKET <br />40 DUROVETER <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly icensed Profes,Tional Engineer under the laws <br />of the Stat of Min sofa. <br />Dat=5-18-26 <br />RA <br />J.IJOCHUM, P.E. <br />DESIGNED BY: <br />CJJ <br />DRAWN BY: <br />IDM <br />CHECKED BY <br />Lic. No 23461 TAE <br />(2) C.I. <br />LIFT HANDLES <br />SEE SELF <br />SEAL DETAIL <br />SELF SEAL DETAIL <br />NOTE: NOT TO SCALE <br />STANDARD DETAILS: <br />WATER TIGHT CASTING <br />CITY PLATE No. <br />STO-14 <br />6"_ , _DISTANCE TO rL VARIABLE <br />3" R <br />SLOPE j1/2" R <br />3/4" PER FT <br />8" 18" <br />MnDOT B618 <br />(URBAN) <br />,DISTANCE TO VARIABLE <br />3" R 1/2„ R <br />SLOPE <br />3/4" PER FT <br />,• <br />"_ _ 12" <br />MnDOT B612 <br />(URBAN) <br />(URBAN) <br />SLOPE 1/2" R <br />/4"PER FT <br />10" 1 16" <br />DRIVEWAY FOR B618 <br />1. 17 1/2" 110 1/21 <br />SURMOUNTABLE <br />1 1/2" <br />NOTES: <br />1. ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1.5" BY 24" IN FRONT OF THE <br />REPLACEMENT CURB. <br />2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18" IN FRONT OF THE <br />REPLACEMENT CURB. <br />APPROVED; <br />1 — 2016 <br />Hakanson Anderson <br />City of V-\ <br />RAMSEY <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson—anderson.com <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />ITY PLATE No. <br />STR-1 <br />WILDLIFE RESEARCH ADDITION <br />TA3LE A <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />1" <br />3/4" <br />3/8" <br />No.4 <br />No.10 <br />N o. 40 <br />N o. 200 <br />PASSING <br />100 <br />90 — 100 <br />50 — 80 <br />35 — 70 <br />20 — 60 <br />10 — 35 <br />5 — 10 <br />NOTES: <br />1. THE AGGREGATE BASE CONSTRUCTION WILL BE ACCEPTED FOR PAYMENT <br />IN ACCORDANCE WITH THE PROVISIONS IN TABLE A. <br />2. IF THE AGGREGATE BASE FAILS TO MEET THE REQUIREMENTS OF TABLE <br />A THE MATERIAL CAN BE CORRECTED IN PLACE OR REMOVED AND <br />REPLACED WITH MATERIAL THAT MEET THE REQUIREMENTS OF TABLE A. <br />3. IN THE EVENT THAT RECYCLED MATERIAL IS USE IT MUST MEET MNDOT <br />REQUIREMENTS FOR RECYCLED BASE. <br />APPROVED! <br />2 — 2003 <br />City of e <br />RAMSEY <br />DETAILS <br />S I HINLHKL Lt I AILS' <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />-Y PLATE No. <br />STR-26 <br />CITY OF RAMSEY, MINNESOTA <br />2165.12 <br />