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DATE <br />INLET PROTECTION - WIMCO OR EQUAL <br />N T.S. <br />NOTE: <br />THIS INLET PROTECTION SHALL BE USED IMMEDIATELY <br />FOLLOWING CURB & GUTTER CONSTRUCTION INLET <br />PROTECTION SHALL REMAIN INSTALLED AND MAINTAINTED <br />UNTIL ALL HOME CONSTRUCTION IS COMPLETE <br />APPROVED: <br />1 - 2016 <br />STANDARD DETAILS: <br />INLET PROTECTION <br />CITY PLATE No. <br />ERD-2 <br />DISTANCE TO VARIABLE <br />3"R <br />SLOPE <br />3/4" PER FT <br />SLOPE <br />3/4"PER FT SURMOUNTABLE <br />NOTES: <br />DRIVEWAY FOR B618 <br />1/2" R <br />SLOPE 1/2" R <br />1"PER FT <br />SLOPE <br />3/4 'PER FT <br />DRIVEWAY FOR SURMOUNTABLE <br />1. ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1.5" BY 24- IN FRONT OF THE REPLACEMENT CURB. <br />(INCIDENTAL TO CURB REPLACEMENT) <br />2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18" IN FRONT OF THE REPLACEMENT CURB. <br />(INCIDENTAL TO CURB REPLACEMENT) <br />APPROVED: <br />10 - 2024 <br />City of k <br />RAMSEY <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />CITY PLATE No. <br />STR-1 <br />REVISION <br />NOTE <br />1 MINIMUM CONSTRUCTION ENTRANCE WIDTH EQUAL TO PROPOSED ROADWAY WIDTH <br />2. WIDTH OF RADIUS AS REQUIRED TO ENSURE VEHICLES DO NOT TRACK ONTO <br />PUBLIC ROAD. <br />3 MAINTAINENCE AS REQUIRED TO PREVENT TRACKING ONTO PUBLIC ROADS. THIS <br />MAY REQUIRE TOP DRESSING WITH ADDITIONAL ROCK OR REMOVAL AND <br />REINSTALLATION OF THE ENTRANCE AS NEEDED. <br />NOT TO SCALE <br />APPROVED: <br />1 - 2016 <br />STANDARD DETAILS: <br />ROCK CONSTRUCTION ENTRANCE <br />CITY PLATE No. <br />ERO-5 <br />CONCRETE CROSS GUTTER <br />AREA <br />p4 REBAR <br />flr <br />REMOVE CROWN PER PLAN I <br />CONCRETE CROSS GUTTER <br />EXTEND REBAR MIN. 18" I AREA <br />INTO DRIVEWAY FLARE <br />EXPANSION JOINTS <br />CROSS GLITTER AREA INTEGRAL <br />CAST WITH CURB <br />PLAN <br />!I <br />• • yI 1- 41- 18" 18" 1/2" <br />SECTION A -A HOTT ROTTO SCALE <br />NOTES: <br />1. WITH REMOVAL OF EXISTING CURB AT A STREET, MILL BITUMINOUS TO A DEPTH OF I S. AND WIDTH <br />OF 18" IN EXISTING STREET. <br />2. TO BE USED WHENEVER CROSS DRAINAGE IS< 2%. <br />3. CONCRETE CURB AND GUTTER SHALL BE CAST INTEGRAL WITH OONCRETE CROSS GUTTER AREA. <br />4. CONCRETE CURB AND GUTTER SHALL BE PAID SEPARATELY FROM CONCRETE CROSS GUTTER AREA. <br />APPROVED: <br />3 - 2017 <br />STANDARD DETAILS: <br />CROSS GUTTER <br />CITY PLATE No. <br />STR-2 <br />I hereby certify that this plan, specrflcatlon, or report was prepared <br />by me or under my rect supervision and that I duly Licensed <br />Professional Engln under s of the StaMlnnesota <br />NCEK <br />Dat�OS/US/2S Llc No 57095 <br />DESIGNED BY: <br />LWC <br />DRAWN BY: <br />LWC <br />DATE <br />05/05/25 <br />CHECKED BY: <br />JJF <br />FILE <br />25-07 <br />Notes: <br />1. INSTALLATION OF 4" OF TOPSOIL REQUIRED ACROSS ALL DISTURBED <br />AREAS. <br />2. TOPSOIL IS DEFINED AS BLACK DIRT COMPOSED OF UNCONSOLIDATED <br />MATERIAL, LARGELY UNDECOMPOSED ORGANIC MATTER WHICH IS <br />SUITABLE FOUNDATION FOR VEGETATIVE GROWTH. <br />3. THE COMPOSITION OF TOPSOIL SHOULD CONTAIN NO MORE THAN <br />THIRTY-FIVE PERCENT(35%) SAND CONTENT. <br />APPROVED: <br />7 - 2019 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />TOPSOIL REQUIREMENTS <br />CITY PLATE No. <br />ERO-6 <br />MIN. 1' <br />A <br />VARIABLE <br />zPROPERTY LINE <br />Or Y"OINT EXPANSION <br />/ J <br />BOULEVARD PER" <br />PLAN <br />16" STEEL BULLNOSE <br />EDGES AND ALL JOINTS O <br />3 <br />1I <br />SECTION A -A <br />A <br />BACK OF WALK <br />BACK OF CURB <br />6" THICK UNREINFORCED <br />CONCRETE WALK <br />PREPARED SUBGRADE <br />NOTE: <br />0 BROOM FINISH CONCRETE WALK SURFACE <br />0 MAXIMUM 100 FOOT SPACING BETWEEN EXPANSION JOINTS <br />03 1/2" EXPANION JOINT MEETING MNDOT SPEC 3702 PROVIDE ONE PIECE <br />OF FILLER FOR THE ENTIRE DEPTH AND WIDTH OF THE JOINT <br />NOT TO SCALE <br />APPROVED: <br />10 - 2015 <br />STANDARD DETAILS: <br />CONCRETE SIDEWALK <br />Itt PLATE No. <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />STR-3 <br />NOTE' SURMOUNTABLE CURB & GUTTER <br />1. CATCH BASIN CASTING SHALL BE NEENAH <br />R-3501TB (BICYCLE SAFE) OR APPROVED EQUAL. <br />2. FOR CATCH BASINS ADJACENT TO RADIUS, USE <br />NEENAH R-3246AL ORAPPOVED EQUAL <br />333„ Nenm,-1 <br />-- <br />55 <br />333g'f( <br />NOTE: 8 618 CURB & GUTTER <br />1 CATCH BASIN CASTING SHALL BE NEENAH <br />R- 246AL (BICYCLE SAFE) 0R APPROVED <br />EQUAL. zii. L6*"m1- <br />Is.ml 3 FAX <br />i nA'I,�mml <br />v. Donn) <br />APPROVED: <br />4 - 2024 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />STORMWATER CASTING <br />CITY KATE No. <br />STO-4 <br />SAWCUT <br />BITUMINOUS AND I <br />CURB AND REMOVE <br />MILL WEAR <br />AFTER BASE <br />PATCH <br />INSTALLED <br />12" <br />MINI 18" MINA <br />CURB REMOVED AND <br />REPLACED <br />1 5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) <br />TACK COAT <br />2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPN WB330C) <br />4- MODIFIED CLASS 5 AGGREGATE BASE <br />APPROVED SUBGRADE <br />NOTES: <br />1, BITUMNOUS SHALL BE SAWCUT AND REMOVED AFTER CURB IS <br />REPLACED. <br />2. CLASS 5 AND BITUMINOUS COURSES SHALL 8E MECHNICALLY <br />COMPACTED. <br />3. SEE CITY PLATE STR-26 FOR MODIFIED CLASS 5 SPECIFICATIONS. <br />APPROVED: <br />3 - 2022 <br />STANDARD DETAILS, <br />STREET PATCHING STANDARDS <br />CITY PLATE No, <br />STR-25 <br />CITY DETAILS <br />Q ROADWAY T STRUCTURE <br />DISTANCE TO FACE OF CURB <br />THEN SUBTRACT -073' TO CI. OF 48" <br />• SEE CHART FOR <br />OTHER DIA MH'n <br />VARIES <br />O. <br />TYPE " PRECAST CONC <br />SLAB W/ OFFSET 2'x3'� <br />OPENING <br />STRUCT <br />4B <br />24 <br />JRE <br />0MH X <br />48" 0 73 <br />54" 0.98 <br />60" 1.23 <br />66" 1.48 <br />72" 1.73 <br />1.98 <br />2.23 <br />90" 2.48 <br />96" 2.73 <br />102" 298 <br />108 323 <br />120" 3.73 <br />132 4.23 <br />144" 4.73 <br />168" 5.73 <br />78" <br />84" <br />• BASED ON <br />NEENAH NO <br />3246 CSTG <br />SEE STD PLATE 4020 FOR <br />CBMH DETAILS. <br />4* PROVIDE 27" DIA OPENING <br />FOR STORM MH WITH <br />R-1733 CASTINGS <br />(TYP) <br />8' <br />VARIES <br />APPROVED: <br />4 - 2005 <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />SLAB TOP MANHOLE COVER <br />CITY PLATE No. <br />5T0-5 <br />TABL- A <br />ODIEIED C_ASS 5 <br />SDEC EICAT O\S <br />1" <br />3/4" <br />3/8" <br />No.4 <br />No.10 <br />N o.40 <br />No.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 THA RECYCLED MATERIAL IS USE IT MUST MEET MNDOT <br />REQUIREMENTS FOR RECYCLED BASE. <br />APPROVED: <br />2 - 2003 <br />SIANDARD DE IAILSI <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />ITY PLATE No, <br />STR-26 <br />2025 NEIGHBORHOOD OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 25-07 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />06 <br />OF <br />325 <br />