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J <br />Q <br />w <br />0 <br />I <br />Ln <br />r� <br />N <br />/ <br />c� <br />z <br />w <br />w <br />z <br />z <br />w <br />0' <br />Q <br />(11 <br />�w <br />QCD <br />CD Q <br />-t w <br />N <br />P-2135.14 <br />A SURMOUNTABLE B I SURMOUNTABLE A <br />CURB AND GUTTER CURB AND GUTTER <br />.'° ' ' <br />D o <br />'• tbe. ' <br />I I \ SERVICE STAMP LOCATION <br />co �� <br />a ° <br />G o: <br />,� <br />o e . ° : '• °'� <br />o ... ° <br />d <br />°D <br />e <br />G <br />................................................................................................ <br />..................................................................................................................................................................... . <br />G� <br />I <br />o <br />o e <br />' ' <br />� <br />.q � 'A <br />...... ....•.•.• .. ...... .......... ..... ..•.•.•.' .... ......... ....... .. ..•.•. .'.'. <br />1/2>, o. 7,\ <br />�r <br />.. <br />b <br />' <br />::::::::::::::::............................... ::::::....................... <br />P:R:OPO:SED::................... <br />S.TREE.T.......................... <br />EXPANSION JOINT <br />BEGIN TRANS. TO TYPE B FRAME, GRATE AND CURB <br />N <br />B618 CURB AND GUTTER DIRECTION OF FLOW BOX: NEENAH R -3067—V, <br />R/w R/W <br />ESS S-330 HC OR EQUAL <br />....:::::::......................................... <br />FRAME TIPPED TO MATCH <br />............. <br />so <br />v o � <br />STREET GRADE PROFILE <br />a ° a <br />PLAN <br />10'-0" 36 1/2" 10'-0" <br />........ ........ <br />a v <br />DESIGN GUTTER 6„ 1 <br />.......... <br />13 17' 17' 13' <br />10 1/2" 17 1/2" <br />LINE GRADE <br />28„ <br />_ <br />LIGHT POLE <br />en °' ' <br />MILL 4' WIDE <br />28" SURMOUNTABLE CONCRETE CURB AND GUTTER <br />' 4 1/2>' a <br />LU <br />/—SILT 2' <br />G P. JOINT OPENING EXP. JOINT G <br />©= GUTTER FLOW LINE 'k WHEN BASE OF FRAME IS LEVEL TRANSVERSELY, <br />N <br />FENCE** <br />SILT <br />VARIES FENCE** <br />URMOUNTABLE <br />3" RADIUS <br />» <br />1 SUMP FROM FLOWLINE RESULTS <br />m <br />CONCRETE CURB <br />AND GUTTER* <br />2.00 --2.00 2.00—_ 2.00% <br />1 /2" RADIUS <br />SECTION A—A <br />SERVICE STAMP LOCATION 6" <br />11» FRONT TOP EDGE OF FRAME <br />FFRONT TOP EDGE OF GUTTER 1 <br />X <br />�..� I..F <br />1 SEED W/EROSION <br />1.5" WEARING COURSE MIXTURE <br />SEED W/EROSION (MVWE45035B) CONTROL <br />3" RADIUS 1 <br />1 <br />CONTROLBLANKET" BLANKET** <br />TACK COAT <br />1/2" RADIUS <br />v <br />SLOPE 3/4" PER FT 3 ° 4 <br />a. <br />, .. .. 11» <br />7 <br />a a — <br />1' <br />PAVE WEAR COURSE <br />MIN. 4'WIDE <br />2" NONWEARING COURSE MIXTURE 6' CONC. SIDEWALK <br />6' CONC. SIDEWALK (LVNW35030B) <br />6" CLASS 5 AGGREGATE BASE 4" GRANULAR(INCIDENTAL)DDIN <br />(INCIDENTAL) R BEDDING APPROVED SUBGRADE <br />P. JOINT pe.. 6" ° EXP. JOINT <br />MILL 1" DEE <br />SECTION C—C <br />_ o a v ° <br />v v <br />PLAN RIM ELEVATION 6» <br />MATH EDGE OF UTTER <br />C G <br />TYPICAL SURMOUNTABLE CURB STREET SECTION <br />v N <br />s <br />v ° a <br />a ° v <br />— <br />NON SHRINK MORTAR 11 <br />MEETING CORPS OF 6" <br />ENGINEERS SPEC. <br />EX. STREET SECTION <br />2'-0" <br />t <br />IF SHIMS621 ARE USED. °; <br />STRAIGHT LINE SAWCUT <br />SEE SPECIFICATIONS. <br />EX. BIT. FOR REMOVAL <br />18„ $� <br />e ° <br />ADJUSTING RINGS 2—MIN., 5—MAX. <br />PROPOSED WEAR COURSE, <br />BASE COURSE AND AGGREGATE BASE <br />NOTE: <br />8 CONCRETE CURB AND GUTTER SHALL BE PLACED AROUND RADII AND AT STORM SEWER STRUCTURES. <br />**SILT FENCE & BLANKET SHALL BE INSTALLED BEHIND THE CURB DURING CONSTRUCTION BEFORE CLASS 5 <br />MIN. 3/8" BED OF MORTAR BETWEEN <br />AGGREGATE BASE IS CONSTRUCTED. <br />RINGS AND PLASTER EXTERIOR ONLY <br />B618 CONCRETE CURB AND GUTTER <br />WITH 2" THICK COAT <br />REV: 3/2006 <br />SECTION B—B REV: 3/2006 <br />REV: 3/2006 <br />STANDARD <br />STANDARD <br />STANDARD <br />��� STANDARD <br />SURMOUNTABLE AND B618 PLATE <br />CATCH BASIN FRAME PLACEMENT <br />PLATE <br />LATCH EXISTING <br />PLATE <br />PLATE <br />C' of <br />CONCRETE CURB AND GUTTER No. <br />C, of <br />SURMOUNTABLE CURB AND GUTTER <br />No. <br />C, f <br />BITUMINOUS SURFACING <br />No. <br />El <br />TYPICAL STREET SECTION <br />No. <br />.� <br />River 2000 <br />River <br />2005 <br />River <br />2006 <br />k <br />Riv <br />2010 <br />CASTING <br />2" CONCRETE COLLAR AROUND RINGS <br />INSTALL CAP SCREWS <br />DEFLECTOR PLATE <br />GROUTED IN PLACE 2" CONCRETE <br />WITH BOLT HEADS <br />ADJUSTING RINGS— <br />EXPOSED <br />OVERFLOW 1 — CENTER <br />MINIMUM 2 RINGS <br />° <br />OF FILTER ASSEMBLY <br />MAXIMUM 5 RINGS <br />OVERFLOW 2 — TOP OF <br />CURB BOX <br />WALLS TO BE CONSTRUCTED OF <br />,>PRECAST SECTIONS OR CONCRETE <br />5a 24 X 36"SEWER <br />BLOCK. BLOCK SHALL BE <br />10" FILTER ASSEMBLY <br />Q PLASTERED ON INTERIOR AND <br />EXTERIOR. <br />0 <br />I <br />a. 2„ I <br />NOTE: ATTACH FABRIC TO <br />WIRE MESH AND SUPPORT 2" x 2" WOOD OR STEEL <br />FENCE POST, 8' MAX. <br />`` <br />POSTS WITH RINGS OR <br />WIRE TIES SPACING <br />WIRE MESH REINFORCEMENT, STD. <br />OVERLAP GEOTEXTILE FIELD FENCE, MIN 30" HIGH, <br />FABRIC 6" & FASTEN <br />AT 2" INTERVALS MAX. MESH SPACING 6" AND <br />MIN. 14-1/2 GAUGE WIRE. <br />A <br />(!) .. d .d d C <br />°' <br />36 1/2" <br />/ CURB BOX ADJUSTABLE 6" TO 9" <br />35 1/4$' <br />.. <br />- . <br />`• <br />/ <br />3" 3„ <br />1 7/8" 6" <br />GEOTEXTILE FABRIC - OVERLAP FABRIC <br />HARD SURFACE / 6" AND FASTEN IN THE TRENCH <br />5" i <br />6„ <br />PUBLIC ROAD / = LAY FABRIC IN THE TRENCH <br />6" CONCRETE BASE POURED IN PLACE OR <br />4" MINIMUM PRECAST BASE. <br />17 3/4' <br />�I 1�3 1/8" <br />Z FABRIC ANCHORAGE TRENCH <br />50' MINIMUM BACKFILL TRENCH WITH <br />.. TAMPED NATURAL SOIL <br />_ � <br />WIMCO MODEL# CG 3067 <br />DIRECTION of M <br />33" t 15 1/2" <br />HIGH FLOW FABRIC10 OR EQUAL <br />i RUNOFF FLOW <br />36" 24" <br />l <br />43" 31" <br />1� <br />6" MINIMUM z_ z <br />NOTE: <br />_ <br />oW. �' <br />REINFORCING SHALL CONSIST OF A SINGLE LINE <br />`la.W.. : .:. <br />OF STEEL WIRE FABRIC HAVING AN AREA OF <br />NOT LESS THAN 0.17 SQ. IN. PER FOOT OF HEIGHT. <br />UNDISTURBED SOIL <br />1"-2" WASHED ROCK MINI... <br />CASTINGS SHALL BE NEENAH R -3067—V OR EQUAL <br />EXTEND WIRE. <br />REV: 3/2006 <br />REV: 3/2006 <br />REV: 3/2006 <br />MESH INTO SUPPORT PAST ANCHORAGE <br />TRENCH IN-SITU SOIL OR CEMENT MORTOR <br />AS SPECIFIED <br />STANDARD <br />STANDARD <br />STANDARD <br />PLATE <br />PLATE <br />INLET PROTECTION <br />PLATE <br />1 ROCK CONSTRUCTION ENTRANCE 2 SILT FENCE DETAIL <br />Elk <br />SHALLOW CATCH BASIN <br />No, <br />c,�;Ylf <br />STANDARD INLET CASTING <br />NO. <br />El <br />FOR CATCH BASIN <br />NO. <br />4 NO SCALE 4 NO SCALE <br />2�0 <br />2507 <br />k <br />2512 <br />River <br />River <br />River <br />DATE REVISION <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 Licensed Professional Engineer under the laws <br />Mi <br />of the State of soca. <br />DESIGNED BY: <br />AMT <br />RUM RIVER <br />EAGLES MARSH THIRD ADDITION <br />STREET, STORM, AND EROSION <br />SHEET <br />3 <br />OF <br />DRAWN BY: <br />MSS <br />LAND SURVEYORS & ENGINEERS <br />PO Box 1044 Telephone: (763) 389-4476 <br />Princeton, MN 55371 Fax (763)631-0376 <br />CONTROL DETAILS <br />CITY OF ELK RIVER, MINNESOTA <br />8 <br />SHEETS <br />ADAM M. TRff[E, PE LIc. No, 51317 <br />Date 5-30-17 <br />CHECKED BY: <br />AMT <br />P-2135.14 <br />