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07/10/2002 P&Z Packet
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07/10/2002 P&Z Packet
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P&Z
P&Z Document Type
P&Z Packet
Meeting Date
07/10/2002
P&Z Meeting Type
Regular
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AECEIVED <br />\OT <br />S ANR DET <br />1.5" BIT. WEAR 0.1 STEP <br />O.( LOWER <br />2" BIT. BASE <br />FLAT 24" CURB / / <br />/ SLOPED / 6" NEMON ADVAN/CED TURF <br />/ <br />8" CLV GRAVEL <br />/ / / / / <br />/ / 6" TESTED SAND <br />/ <br />/ <br />/ / <br />2.t2.4=''''''' t******+.4 V". 4 •••,"••• OA:9A. p$A4K•Asike,k.. '/.. <br />,.. <br />• • / /\ • <br />Zre...41-,trr!,-04.17,, <br />■AAWM04404001AAAAgggNMMOMM <br />\ \ / <br />/,/ ••/:i\•/:170:i-it.1-te-IS-fil.7.7.7;:::::72:- \ <br />\ \ \ _. **** *** * •... ********************************************* if,\ /4/\\/// ' <br />/ \ <br />WASHED SAND <br />• /,/ < "../..,( <br />\ : \ <br />\ \ \ <br />\ <br />\ <br />s \ \ <br />\ IMPORTED GRANULAR MATERIAL <br />CONTECH A-2000 PERFORATED <br />• CURB TO BUIvPER DETAIL <br />MAY BE LANDSCAPED <br />TRENCH FRAME AND COVER <br />NEENAH R-4991-KX TYPE D <br />COVER OR EQUAL <br />CONCRETE SIDEWALK <br />ANCHOR BOLT <br />GRANULAR <br />FILL <br />As/ <br />CONCRETE DRAINWAY WITH COVER <br />"INFI-SHIELD" SEAL <br />OR GROUT <br />4' -0" LON. COVER • <br />C.B. LEAD <br />(15" MIN.) <br />REMOVE CURB <br />80X BOLTS <br />RINGS (3 MIN., 1.0' <br />MAX. OF RINGS <br />AND MORTAR). <br />1/2" MORTAR ON <br />OUTSIDE. BETWEEN <br />RINGS. CASTING & <br />MANHOLE. FINISH <br />SMOOTH ON INSIDE. <br />NO MORTAR ON <br />INSIDE. <br />CEMENT <br />MORTAR <br />6" PRECAST <br />CONC. BASE <br />NO 8.000 SHALL BE 145E0 FOR ADJuSTINC CASTING, CEMENT 6ORTAA 014.1, <br />CAST No. CATCH BASIN fRANE • COVER CASTINGS PER SPECNICATIONS. <br />PRECAST REINFORCED CONCRETE CONE SECTION & PRECAST BASE PER ASTN C478. <br />MI. OPENING BETwEEN PIPE N40 MANHOLE NALL WITH CEACNT MORTAR <br />INSIDE SURFACE SHALL BE fINSHED SmOOTH. <br />• M144LA144 FIPC COVER AN EC REDuCED 611044 4' TO 2•-6" WITH <br />54STALL4.TI011 OF PERFORATED PIPE PRAM PER STO. OETNL NO. 413. <br />CATCH BASIN, TYPE 402 <br />1/2" MORTAR ON OUTSIDE. <br />BETWEEN RINGS. CASTING & <br />CATCH BASIN. FINISH <br />SMOOTH ON INSIDE. <br />NO MORTAR ON INSIDE. <br />REMOVE CURB <br />BOX BOLTS <br />0 LS <br />B612 CURB TYPICAL <br />CY/LF 0.0474 <br />LF /CY = 21.1 <br />11612 CURB <br />2% CROWN <br />C„RB <br />MODIFIED D412 CURB <br />"RIBBON CURB" <br />CY/LF = 0.043 <br />LF/CY = 23.14 <br />I01IF1E0 0412 CURB <br />1211113544 CAB' <br />PTAILS <br />RINGS (3 MIN.. 1.0' <br />MAX. OF RINGS & <br />MORTAR). <br />—'INFI-SI1lELO' SEAL <br />OR GROUT. <br />VARIABLE <br />PRECAST COVER SLAB <br />(TYPE 2) <br />PLACE 2 STRIPS BiTuMASTIC <br />SEAL ON SLAB JOINTS. <br />CEMENT MORTAR <br />PRECAST BASE <br />DIA. <br />SLAB <br />THICKNESS <br />48" <br />54-102" <br />108" <br />10" <br />120' <br />12' <br />NO 11000 SHAU_ BE USED FOR ADJUSTING CASTING: CEIJENT MORTAR ONLT. <br />CAST IRON FRAME GRATE CASTINGS PER SPECIFICATIONS. <br />mANHOLE STEPS SHALL BE CAST IRON. ALumiNum OR STEEL REINFORCED PLASTIC PER <br />A5TI4 C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. <br />PREC.AST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTLI 0478. <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTAI 0478. <br />OR 8' CONCRETE MANHOLE BLOCK MTH 1/2' MORTARED EXTEROR. <br />FURNISH PRECAST CONCRETE MANHOLE SECTIONS NITH 0-RING GASKETS & <br />LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. <br />FILL OPENING BETWEEN PIPE AND INNHOLE NALL WITH CEMENT MORTAR. <br />iNSDE SURFACE SHALL BE FiNISHED SmOOTH. <br />• IIIAAAAAA Pin COvER CAN BE REDUCED FROM 4' TO 2'-6- WM. INSTALLATiON Of <br />PERFORATED PiPE DRNN PER 'GRANuLut SueCUT ANO PERFORATED WE cam.- DUNI.. <br />CATCH BASIN/MANHOLE, TYPE 406 <br />'INFI-SHIELD. SEAL <br />OR GROUT <br />A <br />1/2' MORTAR ON <br />OUTSIDE, BETWEEN <br />RINGS. CASTING & <br />MANHOLE. FINISH <br />SMOOTH ON INSIDE. <br />NO 140RTA11 ON <br />INSIDE. <br />RINGS (3 MIN <br />1.0' MAX. OF <br />RINGS & <br />MORTAR) <br />2% CROWN <br />0 <br />48" <br />CEMENT <br />MORTAR <br />SECTION <br />A—A <br />6' PRECAST <br />BASE SLAB <br />ELEVATION <br />8.000 SHALL BE USED FOR ADA:STANG c&s*Nc: cc&Da MORTAR ONLY. <br />CAST 6044 4400111010 Mud & COVER S PER SPEOFICATCNS <br />MANHOLE STEPS SuLL BE CAST IRON. ALUIANUAI OR STEEL REINFORCED PLASTIC <br />PER ASIN 0478. LOCA1C44 SHALL 00 05 NOTEO 144 THE SPECtFICATIONS. <br />LLANHOLES 20 DEEP AND OvER 10 BE CON5TR44CTE0 NITHOUT STEPS. <br />PRECAST REINFORCED CONCRETE wNHCLE SECTX/NS 6 BASE SLAB PER ASTIA 0478. <br />FURNISH PRECAST mANHOLE SECTIONS WITH 0-RING CASKETS • 183840ANT EXCEPT <br />AS OTHLRwIsE SPECIFIED. <br />A TB' OR 16' BARREL SECTION SHALL BE INSTALLED UNDER THE CONE <br />TANENEvER POSSIBLE. <br />FILL OPENING REPKO. PIPE • Am WALL WITH CEACNT LIORTAR. <br />INSOE SURFACE SHALL DE fueSNED 58403111. <br />STORM SEWER MANHOLE, TYPE 407 <br />(PIPES 27" OR LESS) <br />JUN 1 4 2002 <br />CITY OF LINO LAKES <br />RINGS (3 MIN., 1.0 MAX. <br />OF RINGS & MORTAR). <br />1/2" MORTAR ON OUTSIDE. <br />BETWEEN RINGS, CASTING & <br />1.4ANHOLE. FINISH SMOOTH <br />ON THE INSIDE. <br />NO MORTAR ON INSIDE. <br />PRECAST COVER SLAB <br />(TYPE 2) <br />2 STRIPS BITUMASTIC <br />SEAL ON SLAB <br />JOINTS. NO CEMENT. <br />PRECAST BASE <br />1411 <br />DIA. <br />48" <br />5C-102" <br />18' Lommum OJT OFF BERL. <br />TO 145488420 RUNOFF FROM STE <br />maNTAIN R004 ENTRANCE if- TRACKING BEONS <br />ROCK CONSTRUCTION ENTRANCE <br />\"INFI-SHIELD" SEAL <br />OR GROUT <br />SLAB <br />THICKNESS <br />8" <br />108' <br />10' <br />120" <br />12' <br />0 <br />54 <br />NO W000 SHALL BE U5E0 FOR ADAFSTING CASTING; CEmENT YORTrit ONO% <br />CAST PON •6445-10LE TRAAC • 006ER AS PER SPECFCATCNS. <br />mANNOLE STEPS SHALL BE CAST IRON, ALU.NUm CR STEEL REINFORCE0 PLASTC <br />PER AST. C478. LOCATION SHALL BE AS NOTED IN THE SPCOFIC.ATIONS. <br />PRECAST Ronroacto 006011cT0 sccno&s & BASE SLAB PER AST. 0418. <br />FURNISH PRECAST MANHOLE SECTIONS WITH 0-RING CASKETS & LUBRCANT EXCEPT <br />*5 0111011480 A 12' OR 15' BARREL SECTION SHALL SE 60T90LE0 UNOCR 180 CONE <br />wHEREvER POSSIBLE. <br />TILL OPENINC BETNEEN INPE 4. IAN WALL IATH amENT MORTAR. <br />INSCE SuRfACE SHALL BE FRASHED SmOOTH. <br />STORM SEWER MANHOLE, TYPE 409 <br />(HEREBY cut' nrr THAT <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND <br />THAT I AM A DULY REGISTERED <br />PROFE590061 ENGINEER <br />UNDER THE LAWS OF THE <br />STATE or MINNESOTA <br />W.A.T. McCULLY <br />REG. <br />DRAWN <br />CHECKED <br />WATM <br />DATE <br />3/05/2002 <br />VERTICAL SCALE HORIZ. <br />JOB NO. <br />01 51 6 <br />B001< <br />pacE <br />SHEET <br />5 <br />OF 6 SHEETS} <br />
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