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-SE PLAIN <br />FOR PIPE <br />P R <br />FOOT <br />fB" PRECAST OR <br />C.1 P. BASE <br />NO ES; <br />1 ' <br />MANHOLES 8' OR DEEPER THE PRECAST SECTION IMMEDIATELY BELOW THE CONCRETE <br />2 SECTION SHALL BE V -O" HIGH. <br />3. PROVIDE STEPS IN MANHOLES OVER 4-0 IN DEPTH. <br />REINFORCING SH UL BE A MINIMUM OF A SINGLE UNE WIRE FABRIC HAVING AN AREA OF <br />4. NOT LES THAN 0.12 SO. IN. PER FOOT OF HEIGHT. <br />PROVIDE SNAP -IN BOOT AT ALL SANITARY SEWER CONNECTIONS TO MA14HOLES. <br />/,'�iSTANDARD SEWER MANHOLE <br />lqioy No 95a - <br />PROVIDE R DENT SCREEN <br />ON END OF DRAIN TILE <br />/STALL I CY OF 1 -2 - <br />CRUSHED ROCK AT DAYLIGHT <br />IN <br />LOCATION OF DRAIN PEE <br />GEOTEXTILE. TYPICAL (MNDOT <br />3733. TYPE V) UNDER ROCK <br />6 STORM DRAIN DAYLIGHT DETAIL <br />,Qoy NO SCALE <br />S OPE CONCRETE <br />COU_AR TO DRAIN <br />!Nh�-NM� VARE POLYLEFIN WITH <br />U.V. INHIBITOR 24"124" SQUARE <br />J"t GALV STEEL GRATE KIDS <br />PLAN #2415V OR APPROVED EQUAL <br />BUILDING DOWNSPOUT <br />-4; R FER TO ARCHRECTURAL <br />Y�RIM ELI -ION, SEE GRADING PLAIN <br />Co KFILL ITH <br />COMPACTED SOIL <br />NOS 24" SQUARE CATCH BASIN <br />OR' <br />N <br />AFF <br />SLO <br />S STO <br />OR PROVED EQUAL <br />NDS UNIVERSAL 0 TLET OR <br />APPROVED EQUAL <br />SLOPE ALL AT 6" PVC OUTLETS TO <br />TORM SEW R AT 2% MINIMUM. SEE <br />DOW SPOUT DRAINAGE PIN <br />INVERT EL TION, SEE UTILITY PLAIN <br />4'-0" 2 LAYERS 4'.4'.1' HIGH <br />DENS" INSULAT ON. <br />S ST. j <br />TAGGER DINT <br />CRUSHED AND COMPACTED <br />ELEVATIO <br />1.25 B. MINIMUM <br />NOTE: THE PIPE IS BEDDED <br />IN COMPACTED GRA LEAR <br />MATERAL UP TO A HEIGHT <br />EQU L TO ONE SIXTH THE <br />OLITSDE DIAMETER OF THE <br />PPE. THE DEPTH OF THE <br />/,COMPACTED BEDDING MATERIAL BELOW <br />GRANULAR THE PIPE IS A MINIMUM OF <br />1/6 B MAT R 3" FOR 27' DIAMETER AND <br />SMALLER PIPE, 6- FOR 66- <br />DIAMET R AND LARGER PIPE. <br />AND 4" FOR INTERMEDIATE <br />SIZES. THE REMAINING <br />I I EMBANK ENT MATERIAL IS <br />GRANULAR FOUNDATION LIGHTLY COMPACTEID. <br />CLASS C <br />/�CLASS C PIPE BEDDING <br />t 3 <br />lqioy NO SCALF- <br />NOTE: STORMWATER PIPE'S <br />WITH LESS THAN 3' OF <br />COVER WILL REQUIRE <br />INSULATION. <br />2' POLYSTYRENE <br />INSULATION <br />PER SPECIFICATIONS <br />�TEO NATIVE SOIL <br />r __'�CATCH BASIN AT DOWNSPOUT r -'\PIPE INSULATION <br />2 4 <br />\Qoy NO SCALE \I� �00 NO SCALE <br />NYLOPLAST 24' DRAIN BASIM 2824AG--X <br />TOP OF CASTING TO BE FLUSH WITH <br />FINISH GRADE AT PAVED AREAS; I" <br />ABOVE FINISH GRADE IN LANDSCAPED <br />'AS <br />2" ADJUSTING RINGS AS REO'D. <br />(2 -MIN, 4 -MAX.) FUEL BED OF <br />MORTAR BET EEN RINGS -MORTAR <br />.Nl <br />OUTSIDE OF RINGS <br />A <br />27"0 MAN OLE FRAME AND COVER -ST 04 <br />NAMOMI <br />U.N.O. S E SCHEDULE WITH MACHINED <br />ING SURFACES AND 2 <br />DEPTH <br />CO CEALED PICK HOLES OR <br />AP ROVED EQUIVALENT <br />7121111`5W" ��IVAYE <br />w W�IVNM <br />RECAST CONCRETE <br />MANHOLE PER ASTM C478 <br />STEPS-NEENAN R -1980E <br />48" ALUMINUM 0 16"O.C. <br />U.N.O. (DOWNSTREAM) <br />p <br />ALL BUTTED JOINTS <br />BETWEEN SECTIONS <br />SHALL HAVE "0' RING <br />RUBBER GASKETS <br />-SE PLAIN <br />FOR PIPE <br />P R <br />FOOT <br />fB" PRECAST OR <br />C.1 P. BASE <br />NO ES; <br />1 ' <br />MANHOLES 8' OR DEEPER THE PRECAST SECTION IMMEDIATELY BELOW THE CONCRETE <br />2 SECTION SHALL BE V -O" HIGH. <br />3. PROVIDE STEPS IN MANHOLES OVER 4-0 IN DEPTH. <br />REINFORCING SH UL BE A MINIMUM OF A SINGLE UNE WIRE FABRIC HAVING AN AREA OF <br />4. NOT LES THAN 0.12 SO. IN. PER FOOT OF HEIGHT. <br />PROVIDE SNAP -IN BOOT AT ALL SANITARY SEWER CONNECTIONS TO MA14HOLES. <br />/,'�iSTANDARD SEWER MANHOLE <br />lqioy No 95a - <br />PROVIDE R DENT SCREEN <br />ON END OF DRAIN TILE <br />/STALL I CY OF 1 -2 - <br />CRUSHED ROCK AT DAYLIGHT <br />IN <br />LOCATION OF DRAIN PEE <br />GEOTEXTILE. TYPICAL (MNDOT <br />3733. TYPE V) UNDER ROCK <br />6 STORM DRAIN DAYLIGHT DETAIL <br />,Qoy NO SCALE <br />S OPE CONCRETE <br />COU_AR TO DRAIN <br />!Nh�-NM� VARE POLYLEFIN WITH <br />U.V. INHIBITOR 24"124" SQUARE <br />J"t GALV STEEL GRATE KIDS <br />PLAN #2415V OR APPROVED EQUAL <br />BUILDING DOWNSPOUT <br />-4; R FER TO ARCHRECTURAL <br />Y�RIM ELI -ION, SEE GRADING PLAIN <br />Co KFILL ITH <br />COMPACTED SOIL <br />NOS 24" SQUARE CATCH BASIN <br />OR' <br />N <br />AFF <br />SLO <br />S STO <br />OR PROVED EQUAL <br />NDS UNIVERSAL 0 TLET OR <br />APPROVED EQUAL <br />SLOPE ALL AT 6" PVC OUTLETS TO <br />TORM SEW R AT 2% MINIMUM. SEE <br />DOW SPOUT DRAINAGE PIN <br />INVERT EL TION, SEE UTILITY PLAIN <br />4'-0" 2 LAYERS 4'.4'.1' HIGH <br />DENS" INSULAT ON. <br />S ST. j <br />TAGGER DINT <br />CRUSHED AND COMPACTED <br />ELEVATIO <br />1.25 B. MINIMUM <br />NOTE: THE PIPE IS BEDDED <br />IN COMPACTED GRA LEAR <br />MATERAL UP TO A HEIGHT <br />EQU L TO ONE SIXTH THE <br />OLITSDE DIAMETER OF THE <br />PPE. THE DEPTH OF THE <br />/,COMPACTED BEDDING MATERIAL BELOW <br />GRANULAR THE PIPE IS A MINIMUM OF <br />1/6 B MAT R 3" FOR 27' DIAMETER AND <br />SMALLER PIPE, 6- FOR 66- <br />DIAMET R AND LARGER PIPE. <br />AND 4" FOR INTERMEDIATE <br />SIZES. THE REMAINING <br />I I EMBANK ENT MATERIAL IS <br />GRANULAR FOUNDATION LIGHTLY COMPACTEID. <br />CLASS C <br />/�CLASS C PIPE BEDDING <br />t 3 <br />lqioy NO SCALF- <br />NOTE: STORMWATER PIPE'S <br />WITH LESS THAN 3' OF <br />COVER WILL REQUIRE <br />INSULATION. <br />2' POLYSTYRENE <br />INSULATION <br />PER SPECIFICATIONS <br />�TEO NATIVE SOIL <br />r __'�CATCH BASIN AT DOWNSPOUT r -'\PIPE INSULATION <br />2 4 <br />\Qoy NO SCALE \I� �00 NO SCALE <br />NYLOPLAST 24' DRAIN BASIM 2824AG--X <br />.Nl <br />:E <br />A <br />NAMOMI <br />DEPTH <br />DEPTH <br />7121111`5W" ��IVAYE <br />w W�IVNM <br />momm==mmm <br />p <br />mommm=mmm <br />umammmmmm <br />mommmmmmm <br />mommmmmmm <br />vo_�_ <br />bw"*m� <br />mammmmmmm <br />mmom=mmmm <br />mommmmmmm <br />W-1— <br />moommmmmm <br />J- -j- <br />NY14LMC <br />1. IMM. <br />NYLOFLAST MIN BASIN W(TH DOME GRATE <br />.Nl <br />A <br />11116"Im'"Im <br />DEPTH <br />DEPTH <br />7121111`5W" ��IVAYE <br />w W�IVNM <br />momm==mmm <br />p <br />mommm=mmm <br />umammmmmm <br />mommmmmmm <br />mommmmmmm <br />ummmmm=mm <br />mammmmmmm <br />mmom=mmmm <br />mommmmmmm <br />W-1— <br />moommmmmm <br />TIE EAST (3) JOINTS ON INLET & OUTLET NOTES: <br />" ' �A ­ -- <br />TER LVANZD TIE <br />W/ 2-3/4' DIAMETER GALVANIZED TIE B <br />'T <br />DOLT FASTENERS PER JOINT INSTALLED AT (D FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5% <br />SU FROM TOP OF TH CONTRACTOR, MAY SUBSTITUTE A GEOTEXTILE FABRIC. <br />PIPE <br />PER MIN DOT SPEC. SECTION 3601, FOR THE GRA14U <br />FILTER BLANKET U.N.O. THE FABRIC SHOULD COVER THE <br />AREA OF THE RIPRAP AND EXTEND UNDER THE CULVERT <br />A _A f� AFRON 3 FEET. <br />S <br />PROVIDE TRASH GUARDS -HAND PLACED RIPRAP. INDIVIDUAL STONES <br />WHERE INDICATED ON SHALL NOT WEIGH LESS THAN 50 LBS. EXCEPT <br />PLANS WITH 5/8- THOSE USED FOR C.INKIN. <br />DIAMETER RODS 0 CO.C. <br />RASH G D <br />TO Fi_ARED END *RN (3) <br />� 2 COATS BLACK PAN', <br />CONNECT T <br />HINGED CONNECTIONS (2 X <br />BOTTOM AND 1 Top) <br />BOLTED TO CONCRETE,o I <br />CO%LCTAI RAPS (D <br />ON 'Tl <br />BE V NIZED 21/13- . 1. <br />WITH 5/8- DIAMETER <br />BOLTS. <br />MIRAFI 77ODx GEOTEEXRUE OR <br />FILTER I IET. SEE <br />TABLE Fr.EPT. (g) SECTION A— <br />HAND PLACED RIPRAP -\ 6 <br />SEE TABLE FOR DEPT�J .1 <br />T,47:7__� <br />MIRAFI 700. GEOTEXTILE OR­� <br />FILTER BLANKET;TISEE <br />TABLE FOR DEF <br />PROA E RIPRAP A, GRANUI_AR FILTER <br />(PER MNDOT 2511) AS FOLLOWS <br />.Nl <br />A <br />11116"Im'"Im <br />DEPTH <br />DEPTH <br />7121111`5W" ��IVAYE <br />w W�IVNM <br />momm==mmm <br />mommm=mmm <br />umammmmmm <br />mommmmmmm <br />mommmmmmm <br />ummmmm=mm <br />mammmmmmm <br />mmom=mmmm <br />mommmmmmm <br />moommmmmm <br />/-5`�RIPRAP AT RCP OUTLET <br />I�Loy NO SCALE <br />NYLOF LAST TURF TRAFFIC INSTALLATION <br />12"— W DRAIN BASIN <br />.Nl <br />A <br />7121111`5W" ��IVAYE <br />w W�IVNM <br />SUM., <br />12'-30"INLINE DRAIN <br />MIN"', <br />TRAVIS VAN LIERE STUDIO <br />LANDSCAPE ARCHITECTURE <br />211 IST STREET MORTN, SURE 3W <br />MINNEAPOLIS, MN 5WI <br />t 6127MM4 <br />PIERCE PINI <br />ASSOCIATES <br />9298 CENTRAL AVENUE NE, <br />SUITE 312 <br />BLAINE, MIN 55434 <br />TEL 763.537.1311 <br />FAX 763.537.1354 <br />FERNDALE ROAD <br />R E S I D E N C E <br />-.l -,N, ..d �p�. - th­, <br />-p ­,, 1,,d 1-11 � 10�. d�pl­d <br />-1. - �,. A-, <br />---g --d "­ �y III <br />At, ft - <br />0 �pyng t 2016 T-. - Lt.. ftdl.. U.C. All righll, <br />h -by <br />:�P.­by.111 IllydII-P-1-IdthIll <br />d,,lyL dP­i­E,,g,­­­h­ <br />_S­­.... <br />PATRICK EVEUM <br />NOTE: NOT FOR <br />CONSTRUCTION <br />1-1,: PW s. <br />ov-017 <br />Sh.: C700 <br />