Laserfiche WebLink
z <br />J <br />a <br />rr = <br />L <br />d � <br />z o <br />O <br />H J Cr <br />D L <br />z o <br />L L <br />o L _ <br />> z <br />W <br />a <br />DIA + 3' <br />BACKFILL MATERIAL <br />NOTES: <br />1. EXTERNAL SEAL SHALL BE <br />ATTACHED TO THE FRAME <br />FINISH GRADE AND CONCRETE TOP SLAB AS <br />APPROVED BY THE <br />ENGINEER. <br />I <br />- FINE SAND (FA7) <br />r MIN. 2' WIDE BY 4" THICK <br />! INSULATION BOARD <br />(USE 2-2" THICK <br />BOARDS). MASTIC ALL <br />JOINTS <br />EXTEND INSULATION <br />BOARD DOWN <br />SIDES TO 7.5' DEPTH. <br />PIPE BEDDING UTILITY PIPE <br />MATERIAL V-6" (MIN) <br />NOTES: <br />1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING <br />ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER <br />ABSORPTION (ASTM C272). <br />2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, <br />ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. <br />3. OVERLAP ALL INSULATION BOARD JOINTS. <br />UTILITY PIPE INSULATION DETAIL <br />N T S <br />HOT -DIPPED GALVANIZED <br />GRATE IN TWO SECTIONS <br />6 CUBIC YARDS <br />CLASS-3 RIP -RAP <br />INV 914.00 <br />ASTM C-478 INV TOP - <br />PRECAST REINFORCED <br />CONCRETE SECTION WEIR WALL <br />913.50 <br />INV NOTCH / NWL - <br />=911.50 <br />WEIR WALL - <br />71 U6 <br />?" LONG NOTCH <br />NEIR in baffle wall <br />© 12" <br />rizontal <br />t©12" <br />.�rtical <br />A <br />WALL <br />INV.=913.50 <br />" .D " WALL CONSTRUCTION SHALL <br />BE CLASS II PRECAST PIPE, <br />0.1.11 MNDOT STANDARD PLATE <br />NO. 3000L <br />TOP 18" ORIFICE = 910.50 <br />18" ORIFICE <br />INV.=909.00 <br />BALL DOGHOUSES SHALL <br />BE GROUTED ON INSIDE <br />AND OUTSIDE. ALL <br />GROUTING SHALL BE WITH MONOLITHIC BOTTOM <br />NON -SHRINKING CEMENT. INV.=909.00 <br />;�CL-5 AGGREGATE <br />INV. STRUCTURE=909.00 <br />AS DIRECTED <br />I.D. D. W BY ENGINEER <br />NOTES: <br />1. NO STRUCTURE SHALL BE ORDERED UNTIL ENGINEER <br />APPROVES SHOP DRAWINGS. <br />2. CONTRACTOR IS RESPONSIBLE FOR CLEANING POND � MNDOT STANDARD PLATE NO. 3000L <br />OUTLET SKIMMER PRIOR TO FINAL ACCEPTANCE. *•• MNDOT STANDARD PLATE NO. 4011E <br />3. PLACE GEOTEXTILE BLANKET UNDER ALL RIPRAP. <br />OUTLET CONTROL STRUCTURE <br />N T S <br />A <br />L <br />CENTER STRUCTURE <br />TO BACK 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 SJ4ALL BE <br />INSTALLED ACCORDING TO <br />MANUFACTURE'S <br />RECOMMENDATIONS. <br />5. <br />PRECAST BOTTOM SECTION WITH <br />POURED INVERT <br />#5 AT 12" O.C. EACH WAY <br />3t• <br />24• <br />,III <br />L[I <br />I� <br />PLAN <br />FLOW LINE SHALL BE MIN, <br />12" <br />0.7' BELOW TOP OF CURB <br />6" <br />POLYEHTYLENE (PE) ADJUSTING <br />RINGS (MIN 4"- MAX 12"), USE <br />THICKER ADJUSTING RINGS WHEN <br />FEASIBLE TO MINIMIZE NUMBER <br />24" <br />OF RINGS. <br />�x. <br />SHIMMING OF ADJUSTING RINGS <br />WILL NOT BE ALLOWED, <br />VOIDSFILLED WITH CONCRETE <br />BRICK OR BLOCK ONLY <br />6' PRECAST BASE <br />SECTION A -A <br />NOTES: <br />1. REINFORCING TO CONSIST OF #R4 BARS @ 8" O.C. 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 UNTIL WEAR COURSE IS PAVED <br />S. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH <br />CLEAN OUT). SEE DETAIL HU-SD$ FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 <br />FOR CLEAN OUT CONSTRUCTION. <br />6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL &QSR, OR APPROVED EQUAL NO SCALE <br />7 PL OCR STRUC7URF5 WII I NOT f3F AI.I OwF❑ VATHOUT PRIOR APPROVAL- OF CITY FNGINFFR <br />op Special Details <br />.�. CITY of <br />STANDARD CATCH BASIN Fb <br />44-fli-TS <br />HUGO <br />WITHOUT SUMP (2'x3') HU-SD-4 <br />EST.1906 03-12-20 <br />NOTES: <br />1. THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS. <br />2. FOR CULVERT CROSS ENGS, ALL JOINTS TO BE TIED. <br />3, LAST TWO JOINTS SHALL BE TIED, <br />4. TYING SHALL BE INCLUDED IN THE UNIT BID PRICE FOR <br />APRON SECTION. <br />5- MARKING POST SMALL BE SUPPLIED AND INSTALLED BY <br />THE CONTRACTOR. <br />CITY CIF <br />EST. 1906 <br />(3) 1-114" HOLES <br />USE (3) 1" BOLTS AND <br />TIE TO SHEET PILING {TYP} <br />#4 AT 16" O.C. <br />STAGGERED <br />2. 300 PSI <br />DNCRETE <br />(TYR) <br />{TYP) I` (3) 1.114" HOLES <br />USE (.3) 1" BOLTS AND TIE TO <br />PLAN SHEET PILING <br />3000 PSI <br />CONCRETE <br />94 EACH FACE <br />#4 EACH <br />FACE <br />INTERLOCK) 10 GAUGE <br />MINIMUM <br />OUTSIDE WIDTH OF END $ 4 <br />SECTION PLUS 4' 0• (TYf ) <br />ELEVATION <br />Special Details <br />PILING FOR STORM SEWER Em <br />04-01-15 <br />APRONS (24" DIA. & LARGER) HU-SD-7 <br />03-12-20 <br />CITY CIF <br />R I TRAP <br />TUGO <br />DETAIL <br />y� EST. 1fi0H <br />z <br />4 <br />d m� <br />N0 3 <br />m� Cc, <br />�L w 60. <br />isk--�a toa <br />104 LuL� wa <br />u. Ld . z O <br />si ¢ <br />a; <br />000 Uui <br />U <br />�� nU_j <br />sr Ill <br />CO <br />6 i70 a3 <br />z LL6 Ln W�j <br />LL <br />2 8 J T= LL�13. z <br />� <br />~UUauL.Lm�ui <br />O <br />x <br />�u <br />w 9 MW 0 Z J� a <br />a 8-0. '} LLa0 <br />0 <br />w-rr�wm�z af <br />�yI3J- <br />0 <br />002 mdiunI <br />W m0Ir �.i 6 <br />aLLLW3c~s� L�7¢ <br />0C1' <br />a w I= co U <br />W 02 ��WQ <br />C7UIYOJ <br />�1Le- <br />O . C4 v; a Sri <br />z <br />J <br />4 <br />l <br />0 <br />Ea <br />ca <br />x <br />� " <br />UU <br />Qd <br />zINN <br />a0. <br />a fr <br />W� <br />w'm� <br />2 J <br />?1•jy <br />LL <br />0 <br />a <br />w� <br />rn <br />w <br />x <br />o g <br />1. <br />a. <br />mx <br />0 <br />a LL <br />Q <br />=� <br />w <br />OZ� <br />Iz <br />V <br />Nr <br />tii7 <br />CL <br />c�❑ <br />as <br />CL <br />asCl <br />4 <br />a <br />;n <br />a <br />.- <br />IT <br />a?a <br />Special Details <br />D <br />03-01-10 <br />HU-SD-8 <br />03-12.20 <br />STANDARD NEENAH 7' R-1542 FRAME <br />WITH TYPE B SELF SEALING <br />27 "DIA. <br />LID WITH 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" - 16" <br />GATOR WRAP OR <br />MAX 12'). USE THICKER <br />APPROVED EQUAL <br />ADJUSTING RINGS WHEN <br />FEASIBLE TO MINIMIZE <br />NUMBER OF RINGS. <br />SHIMMING ADJUSTING RINGS <br />WILL NOT BE ALLOWED. <br />STANDARD OFFSET <br />ECCENTRIC <br />CONE SECTION <br />REDUCERS TO 6E <br />(STEPS NOT SHOWN <br />USED FOR 60" <br />INTENTIONALLY) <br />& 72" BARRELS <br />1--4 <br />' GROUTING BETWEEN <br />PIPE AND MANHOLE <br />8" <br />w BARREL SHALL BE WITH wfi <br />k <br />1 4'-0" 'x NOW SHRINKING : s <br />CEMENT. <br />48"-72" j 48"-72" <br />:? <br />VOIDS FILLED WITH <br />USE R-2 TYPE :R CONCRETE BRICK <br />:ONFINE : j OR BLOCK ONLY. ; <br />_ GROUT <br />GASKETT JOINTS GROUT <br />JOINTS �'t 3 <br />� . <br />FOR ALL ' LU <br />}F, <br />MANHOLE JOINTS w I f; "' ., ~. :•, T�; <br />DIRECTION�- <br />OF FLOW <br />•"' <br />1-- ! 112 DIA, OF PIPE •-r. 'xJ� <br />-1'- .y ,,f�=s• W DIRT 0T101 <br />PRECAST •c"s:" <br />)`.'z`.r.- e:• <br />OF FLOW <br />4Q <br />BOTTOM y 6" RECAST BASE <br />SECTION WITH <br />POURED INVERT NO SCALE <br />15 AT 12" O.C. EACH <br />WAY <br />NOTES: <br />1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSFIA <br />REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. <br />2, STEPS SHALL BE PLACED 50 THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FAC]NG <br />DOWN STREAM. <br />3. THE INMAL AMU FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. <br />4. BLOCK STRUCTURES WILL NOT BE ALLOWED. <br />6, INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEALO QSR, OR APPROVED EQUAL, <br />7. 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 />Special Details <br />CITY CIF <br />N" <br />STANDARD MANHOLE FOR <br />04-01-15 <br />EST. 1806 <br />STORM DRAIN <br />HU-SD-1 <br />03-12-20 <br />CENTER STRUCTURE <br />TO BACK 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 +. <br />TO THE MANUFACTURE'S <br />RECOMMENDATIONS. <br />PLAN <br />24" <br />48" • 72" - <br />- FLOW LINE SHALL BE MIN. <br />07BELOW TOP OF CURB <br />POLYEHTYLENE (P€) 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 NOT BE ALLOWED. <br />MANHOLE COVER TO BE <br />CRETEX TYPE hi WITH 24" x <br />38' SQUARE OPENING <br />L <br />-<� <br />4 <br />> <br />r GROUT <br />x 36. SUMP <br />x: <br />PRECAST BOTTOM SECTION WITH ` <br />POURED INVERT <br />6" PRECAST BASE <br />SECTION A -A <br />#5 AT 12" O.C. EACH WAY VOIDS FILLED WITH CONCRETE <br />BRICK OR BLOCK ONLY <br />NOTES: <br />1- REINFORCING TO CONSIST OF #4 BARS @ 8' O.C. 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 UNTIL WEAR COURSE IS PAVED <br />S. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH <br />CLEAN OUT). SEE DETAIL HU-SO-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 <br />FOR CLEAN OUT CONSTRUCTION. <br />6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL OQSR, OR APPROVED EQUAL. NO SCALE <br />TBLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER <br />�► CITY CIF Special Details <br />CATCH BASIN MANHOLE 0e1� <br />WITH 3' SUMP �-01-15 <br />H u-S D- <br />FWGO <br />EST.1806 03.12-2G <br />PLAN <br />N' <br />r <br />ITS] DE MH WALL TO <br />FLAT BAR = 1' <br />PROVIDE 4-112• SS <br />ANCHOR BOLTS W/ <br />CLIPS <br />A <br />HOT DIPPED GALVANIZED <br />GRATE IN 2 SECTIONS <br />114' x V FLAT BAR <br />(ROLLED TO PROVIDE <br />OUTER RING) <br />L #5 SMOOTH BAR @ 4" <br />O.C. EACH WAY <br />(PROVIDE 3-114" x <br />PLAN 3-1/4" OPENING) <br />PLACE LOWER SIDE OF <br />STRUCTURE TOWARDS POND <br />ELEVATION SECTION A -A <br />INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 8 QSR, OR APPROVED EQUAL. <br />Special Details <br />t==21, <br />CITY C7F <br />POND OUTLET SKIMMER na 01-T5 <br />STORM SEINER HU-SD-10 <br />EST. 1906 03-17-20 <br />(CRO7H0 <br />SRO�e <br />a m O M p <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 />O <br />N <br />N <br />LO <br />E <br />>1 <br />_(D <br />t0' <br />V\ <br />z <br />i <br />M <br />_0 <br />O <br />o <br />J <br />CD <br />p <br />(D <br />_ <br />(D <br />� <br />> <br />-_ <br />\� <br />Q <br />_0 <br />/ <br />O <br />O <br />Ar <br />W <br />O� <br />♦ ^ <br />V <br />� <br />O <br />s <br />CO <br />H- <br />U <br />W <br />O <br />D_ <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT <br />WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I <br />AM A DULY <br />LICENSED PROFESSIONAL <br />ENGINEER <br />UNDER THE LAWS OF THE STATE <br />OF <br />MINNESOTA. <br />Matthew R. Pavek <br />DATE 12.13.20 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY:mp, kt REVIEWED BY: mp, kt I <br />PROJECT NUMBER: 18301 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />CIVIL DETAILS <br />C502 <br />COPYRIGHT 2020CIVIL SITE GROUP IN <br />