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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 />MPORTANT <br />HINGED <br />CONNECTIONS <br />(TO BE FREE <br />OF RIP RAP <br />AND BACKFILL) <br />BOLT LOCATIONS <br />6" MAX. <br />ALL GUARDS TO HAVE (1) <br />CROSS BAR — 60" AND <br />UP TO HAVE (2) EQUALLY <br />SPACED <br />PIPE <br />SIZE <br />BOLT <br />DIA. <br />BAR <br />SIZE <br />12"-24' <br />27"-48 <br />54"-90 <br />5/8" <br />3/4'' <br />5/8" <br />3/4" <br />1" <br />22"-29 <br />36"-59 <br />65"-88 <br />• 5/8 <br />3/4" <br />1" <br />5/8 <br />3/4" <br />NOTE: COATINGS ARE <br />AS SPECIFED <br />ELSEWHERE <br />IMPORTANT <br />APPROVED: <br />2 — 2006 <br />City of-` <br />RAMSEY <br />STANDARD DETAILS: <br />TRASH GUARD <br />r. Y PLATE No. <br />STO-8 <br />DATE <br />REVISION <br />6/11/26 <br />CITY REVIEW NO.1 <br />FRAME <br />SECTION A —A <br />B <br />y" 1 <br />CROWN <br />25 3" <br />1 �a <br />T <br />(3) STACKING LUGS <br />© 120' APART <br />SECTION B—B <br />MATCH GROOVE <br />IN LID SEAT FOR Ys" <br />DIA. POLYSCPRENE CASKET <br />40 DUROVETER <br />(2) C.I. <br />LIFT HANDLES <br />1, <br />7 <br />SEE SELF <br />SEAL DETAIL <br />SELF SEAL DETAIL <br />Y" <br />NOTE. NOT TO SCALE <br />APPROVED: <br />2 — 2019 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />WATER TIGHT CASTING <br />CITY PLATE No. <br />STO —14 <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 Profespionai Engineer under the laws <br />of the Statdl of Minrksota. <br />RAIJ.JOCHUM, P.E. <br />Date5-18-26 Lic. No 23461 <br />DESIGNED BY: <br />CJJ <br />MAIN BY: <br />IDM <br />5E0E0 BY: <br />TAE <br />DISTANCE TO CL VARIABLE <br />MnDOT B618 <br />(URBAN) <br />1/2' - 6" DISTANCE TO VARIABLE <br />3" R 1/2" R <br />SLOPE <br />�Y3 4" PER FT <br />MnDOT B612 <br />(URBAN) <br />(URBAN) <br />5 SLOPE 1/2" R <br />4"PER FT <br />DRIVEWAY FOR B618 <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 />City of <br />RAMSEY <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />CITY PLATE No. <br />STR-1 <br />Hakanson Anderson <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 />WILDLIFE RESEARCH ADDITION <br />TABLE A <br />V ODIEIED CLASS 5 <br />SD C1= ICATIO\S <br />7. PASS <br />NG <br />1" 100 <br />3/4" 90 — 100 <br />3/8" 50 — 80 <br />N o. 4 35 — 70 <br />No.10 20 — 60 <br />N o. 40 10 — 35 <br />N o. 200 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 />JIANDARD DLIAILS: <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />CITY PLATE No. <br />STR-26 <br />DETAILS <br />CITY OF RAMSEY, MINNESOTA <br />2165.12 <br />