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28" R <br />7 6$' R TOP OF BITUMINOUS MAT <br />I <br />v. <br />-` <br />- <br />' + " BASE <br />—-17 112" 10 1 I2" <br />28" <br />MODIFIED'S' DESIGN <br />STANDARD FRAME AND BOX <br />S-0" (TYP.) FOR B618 CURB & GUTTER <br />2" DEPRESSION <br />10' LENGTH #4 EPDXY COATED <br />DESIGN "W CURB PLAN STEEL REINFORCEMENT BARS <br />& GUTTER ITYP) <br />■• '• a• <br />►, LOW a <br />+ ' + ' + ' , + ' y + <br />CITY �F Special Details <br />}, TWG <br />SURMOUNTABLE CURB& <br />'• oA-r�1-15 <br />GUTTER AT CATCH BASIN <br />,.: H U-STR-2 <br />EST. 19G]S <br />1.11-;?0-'1 7 <br />STANDARD NEENAH 7" R-1842 FRAME <br />WITH TYPE B SELF SEALING <br />27 " DIA. <br />Lip WrrH 2 CONCEALED <br />PICK HOLES. LID SHALL BE <br />INSTALL EXTERNAL <br />LABELED "STORM SEWER" <br />MANHOLE CHIMNEY <br />SEAL MANUFACTURED <br />POLYETHYLENE (PE) <br />BY INFI-SHEILD <br />ADJUSTING RINGS (MIN 4" - <br />16" <br />GATOR WRAP OR <br />MAX 12"). USE THICKER <br />APPROVED EQUAL <br />ACkISTING RINGS WHEN <br />FEASIBLE TO MINIMIZE <br />NUMBER OF RINGS, <br />_ <br />4'-D <br />SHIMMING ADJUSTING RINGS <br />WILL Nar BE ALLOWED <br />STANDARD OFFSET <br />ECCFNTRIO <br />CONE SECTION <br />REDUCERS TO BE <br />(STEPS NOT SHOWN <br />USED FOR SR" <br />INTENTIONALLY) <br />& 72" BARRELS <br />' <br />:? <br />:N <br />GROUTING BETWEEN <br />? <br />� <br />PIPE AND MANHOLC <br />8" <br />BARREL SHALL BF WITH ,y <br />y <br />NOW SHRIN KONG 4 <br />� <br />CEMENT. :h <br />t� <br />•� <br />a <br />4&"-72" <br />.t <br />f <br />48"-72" <br />`? <br />`? <br />VOIDS FILLED WITH 'f <br />USE R•2 TYPE <br />:fs <br />CONCRETE BRICK <br />CONFINED 4-RING <br />� OR BLOCK ONLY - <br />GASKET JOINTS <br />GROUT <br />�:- <br />;� <br />GROUT <br />FOR ALL <br />�� <br />�z <br />W <br />:X <br />. <br />MANHOLE JOINTS <br />I <br />s <br />:: <br />DIRECTION! # 'yet q. <br />'r <br />y <br />► �. <br />'• <br />, ' ?�� <br />- <br />:a <br />r: <br />OFF -� ;' + r <br />Y,, <br />"I'; <br />,�.►i <br />r', .I - <br />, ;k <br />.fir• <br />.,€r` <br />t12 CIA OF PIPE <br />•=. <br />,a::ti,n �;,: <br />r • .�- <br />3, . <br />�:?; :; DIRECTIOrk <br />-s•' <br />PRECAST r 'i y: :. r. - r r+� •y G; , , . i . OF FLOW <br />BOTTOM ,. _�• s" RECAST BASE ' <br />SECTION WITH ' <br />POURED INVERT j NO SCALE <br />t5 AT 12" O.0 EACH <br />WAY <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF {BY MA INDUSTRIAL INC1 CONFORMING TO ALL OSHA <br />REGULATIONS AND SPACED 16" O.0 LOCATE- ON DOWNSTREAM SIDE OF MANHOLE. <br />2. STEPS SHALL 13E PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM- <br />3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL <br />4. BLOCK STRUCTURES WILL. NOT BE ALLOWFO. <br />6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL t QSR, OR APPROVED EQUAL- <br />r- STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. <br />7 MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF <br />THE STREET SECTION. <br />CITY OF Special Details <br />STANDARD MANHOLE FOR Dat" <br />1UG0 04-iii-16 <br />STORM DRAIN HU-SD-1 <br />Re.s�a <br />EST. 19 Di5 43.12�2Q <br />DIA. OF <br />SPAN <br />U3 <br />0 <br />iY <br />U <br />d <br />w <br />0a <br />a� <br />Lu <br />� <br />Lo <br />> 47 <br />w3� <br />L4 <br />ITT <br />¢ u <br />111,1' <br />¢ <br />a <br />O <br />U <br />U <br />wCC <br />LL <br />O <br />¢ <br />Do- <br />uj <br />r <br />4 <br />m <br />CL <br />B� <br />Q <br />IY <br />L <br />L <br />IL <br />r? <br />IN <br />m <br />Ln Cc <br />cc C <br />� II <br />EL <br />U� <br />w� <br />D� <br />5_� <br />w 0 IL <br />CL <br />rt �_ <br />raa_ p �7 <br />Lu <br />Lu LuCL <br />a H <br />$o✓—wILc., w <br />LL 711 a , z[] <br />s <br />_J 2 Y <br />+�++w¢u�1`u�N F- <br />a IIJ ❑ a. -D-+ <br />Lu m w o z J x 1 <br />w2CCI+l Nttu <br />IL ldL nU Q�i?Q <br />w'��[0.aLaLu �U <br />Iwo mo-i <br />p <br />czrm <br />ow <br />u <br />o <br />} <br />En <br />[7 <br />U <br />ui <br />n: <br />"' <br />2� <br />a, <br />Lu <br />W <br />mv <br />¢ <br />} <br />LL <br />cn " <br />c� <br />O <br />u <br />u <br />- <br />171 <br />Q <br />K <br />L <br />m <br />S W_ <br />Ca <br />d <br />azJ <br />(-] <br />14 11 <br />12 c7 <br />a <br />S <br />U <br />4 <br />d <br />8 0.cc <br />a <br />k <br /><z u <br />F Special Details <br />CITY C3F <br />RIPRAP <br />Hum �i3 Df-10 <br />DETAIL HU-SD-8 <br />Fe4�c4 <br />d ��r EST. of 03 03-12.2G <br />NOTES; <br />1. EXTERNAL SEAL SHALL BE <br />ATTACHED TO THE FRAME <br />AND CONCRETE TOP SLAB AS <br />APPROVED BY THE <br />ENGINEER <br />A <br />t— <br />CENT€RSTRUCTURE <br />TO RACK OF CURB <br />CURB INLET FRAME AND CURB <br />BOX NEENAH NO- R-3067V. <br />INSTALL INFI-SHIELD — <br />GATOR WRAP EXTERNAL <br />MANHOLE CHIMNEY SEAL <br />OR APPROVED EQUAL. <br />EXTERNAL SEAL SHALL BE <br />INSTALLED ACCORDING TO <br />MANUFACTURE'S <br />RECOMMENDATIONS. <br />PRECAST BOTTOM SECTION WITH <br />POURED INVE8-1 <br />#5 AT 12' O,C. EACH WAY <br />31, <br />PLAN <br />1„ FLOW LIME SHALL BE MIN. <br />0.7' BELOW TOP OF CURB <br />6., <br />2V <br />Lu <br />d <br />POLYEHTYLENE (PE) ADJUSTING <br />RINGS (MIN 4` - MAX 12" ), USE <br />THICKER ADJUSTING RINGS WHEN <br />FEASIBLE TO MINIMIZE NUMBER <br />OF RINGS. <br />SHIMMING OF ADJUSTING RINGS <br />WILL N407 BE ALLOWED. <br />VOIDS FILLED WITH CONCRETE <br />BRICK OR BLOCK ONLY <br />6' PRECAST BASE <br />SECTION A -A <br />NOTES: <br />1. REINFORCING TO CONSIST OF 44 BARS & 8- Q,G, BOTH WAYS <br />2. GROUT BOTTOM TO DRAIN TO CENTER <br />3 CORE DRILL INTO EXISTING MANHOLE <br />4, APPROVED INLET PROTECTION SHALL BE MAINTAINED LENTIL WEAR COURSE IS PAVED <br />5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH <br />CLEAN OUT). SIEE DETAIL HUS0.8 FOR DRAINTILC CONNECTION INTO STRUCTURE AND HUJ SS 3 <br />FOR CLEAN OUT CONSTRUCTION <br />E. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 9 QSR. OR APPROVED EQUAL. NO SGALF <br />7 BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT (PRIOR APPROVAL OF CITY ENGINEER <br />CiT�r OF Special Details <br />STANDARD CATCH BASIN "ate <br />44-11-15 <br />WGO WITHOUT SUMP (2-XT) HD-SD-4 <br />FNe.w� <br />EST. 1906 0& 12-20 <br />JTSIDE MH WALL TO <br />FLAT BAR = V <br />PROVIDE 4-112" SS <br />ANCHOR BOLTS W1 <br />CLIPS <br />HOT GIPPED GALVANIZED <br />GRATE IN 2 SECTIONS <br />'LAN <br />*V x V FLAT 13AR <br />!ROL(_ED TO PROVIDE <br />OUTER RING) <br />I— #5 SMOOTH BAR [ d" <br />Q C. EACH WAY <br />(PROVIDE 3-114" x <br />PLAN 3-IM" OPENING) <br />PLACE LOWER SIDE OF <br />STRUCTURE TOWARDS POND <br />ELEVATION SECTION A -A <br />INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR. OR APPROVED EQUAL- <br />(10-01": CITY C)F I I Special Details <br />POND OUTLET SKIMMER <br />STORM SEINER <br />1 <br />G�L. <br />04-01-75 <br />rw�.. H U-SD-10 <br />03-17.2n <br />CASTING SCHEDULE <br />CATCH BASIN/MANHOLE/RISER <br />GRATE TYPE <br />(NEENAH) <br />REMARKS <br />10, 22, 30-31, 41-42 <br />R-3067 <br />STORM CURB INLET <br />20-21 <br />R-2501 <br />STORM AREA DRAIN INLET <br />40,43 <br />R-1642 <br />STORM MANHOLE <br />NOTE: <br />1. CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT. <br />2. CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER") <br />CASTING SCHEDULE <br />N T S <br />C�OvHo <br />0 <br />a o <br />Civil Engineering' Surveying' Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />U <br />J <br />J <br />N <br />Z A <br />W L0 <br />F_ 7 <br />a.Q LU <br />Lu <br />Q > <br />ZQ <br />Wz <br />tQ � <br />V 00 <br />C) <br />rO <br />V <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />- Matthew R. Pavek <br />DATE 02.21.2020 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY: KT, ND, JD REVIEWED BY: PS <br />PROJECT NUMBER: 19296 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />CIVIL DETAILS <br />C5■ <br />4/17/2020 14:10:04 © COPYRIGHT CIVIL SITE GROUP INC. <br />