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COMPACTED <br />GRANULAR 11A0631. <br />GRANULAR MATERIAL ENCASEMENT <br />4- <br />GONER <br />CONCRETE CRADLE <br />PIPE BEDDING DETAILS <br />STANDARD 00AMNG <br />N0. <br />)02 <br />CURB <br />0001EXTEE FABRIC <br />041 3733 <br />3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACNN[G <br />GALVAM2E0 <br />S,EEY�Lg140 *005 <br />eWETM+Ea G1 iDS t�5 <br />EORRAU*T) AT JOINTS BLOC* <br />SEE STD. 000. 203 <br />TYP.k'.'AL HYDFoorr LAY.Oir; <br />(VALVE IN BOULEVARD) <br />3/45/04 <br />STANDARD DRAWING <br />201 I <br />/2- MORTAR ON OUTSIDE. <br />BETWEEN RIGS. 651010 tr RE•1000 CURB <br />CATCH B�LN KN *00 9000s <br />s000,H ON 00'0. <br />NO MOOAR ON IyoE <br />(10' Am <br />OF RIGS M <br />MORTAR). <br />-INrE1- SNELO- SEAL <br />OR KMI <br />0 <br />0N BO1Tg AL <br />l JRNT <br />PRECAST CORER Si. <br />11yPE 3) <br />00 51 10111504.5,1E <br />JCEMENT 00R1M <br />3/15/04 <br />14 MIN.) <br />vARUBLE <br />iiilii331111ffiffl <br />ILT•dGP1M911A■ <br />111111einIMM34111111 <br />-13- <br />�0D2•�l• <br />tab MOO SY1.1. MO ANNAKK MINK PPM KKK Pm <br />CASs API man • mot PSDNES PP SINCSPIONS <br />OS P.SLITI.X.Ar4A471 TANKED KAPP KR <br />01 r'woUK UR1Nie.NR1RIEEDC KOORP'°0* E /0 0077A4Nm (0T'RFWNAet U7•. <br />mem net =KKK K E"PO K.m°1s ND.O -ADG PPM • <br />LIAMAPIN PPP, AS IP DM. Annum vet me sum.. SNP INN CORK NOMA. <br />• WAWA NA<PM RmCAN 14" Taw .G ,;' PP«COAND •61441001 SAW KIK <br />CATCH BASIN/MANHOLE, TYPE 405 <br />Lh <br />[ STANDARD DRAWING <br />4176 <br />MID WK <br />INPE 9157ALMTION I <br />ACCORDANCE WON 0513 0 2321. TABU: 2. <br />• EMBEDMENT MATERIAL 510al 005r000 TO A510 02321. TABLE 1. <br />GRANULAR MATERIAL 8000)NG MET)'0D <br />(FOR PVC PIPE) <br />12/19/07 <br />STANWA0 0751144 <br />103 I <br />WATER SERvICE DETAIL <br />17/2/97 <br />L <br />i STANDARD DRAW70 <br />xD. <br />207 <br />CUT OP RaP1 SRN Rut[ a CORK 451Pq MR manumits <br />PA CRAM KKK. Nm[ PRI K K S KA SNOOm1°°` A <br />ASWU1w <br />1.11 a PAID wee PK OWN Fu'R VAMPSS SODA PO <br />CATCH BASIN, TYPE 402 <br />3/16/04 <br />S0AMN0D IUW010 <br />i 402 <br />tee mos <br />COMPACTED <br />3/15/0 <br />GRANULAR MATERIAL BEDDING <br />EARTH FOUNDATION <br />PIPE FOUNDATION 007 /1*LS <br />[ 3/16/• <br />SANfTARY SEWER SERI )C£ <br />STANDARD ORAwwG <br />W. , <br />313 I <br />SaLURSED <br />ELEVATION <br />4E RON <br />BLOWS* <br />DISTURBED <br />SO4 <br />3/15/0 <br />IRON <br />BLOCKING <br />DUCTILE IRON PIPE REACTION DAM NG <br />(FOR BENDS) <br />TSTANDARD ORAINNG <br />200 <br />SPECIAL FOUNDATION FOR <br />STABILIZING 017 DEWATER)NG or TRENCH <br />T- t0N0R00 00*0* 0 <br />105 <br />( '1401- SLD- <br />1111 SEAL OR EOWL. <br />INE <br />I/O. MORTAR <br />ON OUTSME. <br />1 BETnEE0w tr A� <br />I 2AS10LE. FK150 <br />SMOO,N ON <br />NNE INSIDE. <br />O MORTAR ON <br />MAN0KE <br />55E0EE 0ETNL <br />3/16/0 <br />51014105 <br />STEEL <br />STRAP <br />FLEXIBLE <br />40• SLEEVE <br />SECT*N A -A MANHOLE SLEEVE <br />K NN1E SUPS [NMI K GM1 RNA ,[MN A0 RDSR AWOKEN •1ASK KA <br />ASP PK fee MI f•NA K AS NOTED IN M SRGKA1IPS. <br />MUM A[.eRK0 MOOD MANE KCMG PP ASP CND. fKAKRm <br />PARIS NO AMMRO MIK AS OPPOSE PDT.. <br />• ON 111 *.An KO NA RKL K WAND Moe DN (Na POPP IN PST DAL. <br />Kenai <br />PIK KI KA PORT NCI M N KKK NYSE WA M.�u'e PRP. SKOP <br />.SANITARY SEWER MANHOLE, TYPE 301 <br />(PIPES 27" OR LESS) <br />STANDARD SNARING <br />Np. <br />301 <br />3/10/00 <br />r � <br />,a6 <br />1 STANDARD DRATA G <br />W. <br />70 3 <br />URBAN STREET UTIL 1TY L.000T) ^-.•t•! <br />3/16/0 <br />5TAMARO 000 <br />N0. <br />702 <br />WRAPPING Of 0)0517 SOWER JOINTS, <br />3/40/0 <br />-T 51A*WRe o*%0*10 <br />h xo <br />L <br />41y <br />MAIN DRIVES B <br />TRUCK AREAS <br />AUTOMOBILE AREAS <br />BITUMINOUS PATHWAYS <br />OBITUMINOUS PAVING SECTION <br />B612 <br />B618 <br />IT RAD <br />BITUMINOUS SURFACE <br />SURMOUNTABLE <br />1 5' 3 ORES. jjjjjI <br />' CORN I <br />VARIABLE <br />EXPANSION JOINT <br />(BOTH SIDES) <br />DRIVEWAY CURB CUT <br />BITUMINOUS <br />BERM <br />3' RES. <br />S' C@05 <br />8618 <br />N0TE5 <br />1. AT ALL TRENCHES 2- 94 REINFORCING RODS SHALL BE PLACED <br />IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH. <br />2. 2 -04 REINFORCING RODS AT CATCH BASINS NO LESS THAN <br />10 FEET IN LENGTH <br />3. 8618 CURB TO BE USED AT RADIUS. <br />STANDARD CURB DETAILS- <br />niNtlIANIS <br />OCT 0 7 2004 <br />et @ Y otM u ;43 LAKES <br />LID <br />vAuvnrvv <br />ADDITION <br />Owner /Developer Name: <br />MIKE VAUGHAN <br />• <br />600 Birch Street <br />Lino Lakes, Minnesota <br />Professional Services: <br />LOUCKS <br />ASSOCIATES <br />PL 1415 • OKI0086eerkg• LandSIRV[yA <br />lanclicape Arc4itenue• Drvnnmbl <br />1242004 <br />• <br />7204 0*044004 Lane -Some 304 <br />MinmMp0BR, Minnesota 55369 <br />Tekyhwr.17631424 -3505 <br />FRG 176314245822 <br />RR <br />Jucksmelag n <br />1 CADD Qualification: <br />.NAwm1M�~ONNRWPNNAAVN s <br />Impose* NANaNKb*NPW.A lb.•CADOM <br />amy..AIe.H•nMr•.avw PASK. <br />R NR•Geraw WKwcbslwissoor r <br />WIWI MI.., uPb rM cw..ANmwsts <br />Ne AN AN. <br />C*A.Plaa. .eenb.w urw • rMS1b.. <br />C9.1.1M5 <br />1 Submittal: <br />1407114 Minion! COy Alp0E2 <br />1 Professional Signature <br />1AwtlrRMyInal. My d ORPH•rd0*0 <br />PPM* M/ •11 R RroN D)' MAK ARP ADNen *R *r <br />1 nine SRN Lome* 000444m1 Enon WGeeM r <br />et Inn <br />Wince n Shapek• PE <br />15624 <br />LACONIC NA <br />Date <br />1 Quality Control: <br />PENN.. <br />Ar <br />KVR <br />1 Sheet Index: <br />CO-1 COVER SHEET <br />Cad COSTING CONDRIONS PLAN <br />0-1 SITE PLED <br />63.1 CARDING, DRA*RA4, a EROSION CONTROL <br />0-2 STORM WATER POLLUTION PREVENTION PLAN <br />C40 050003 UTILITY PLAN <br />C111 PROIMINANYFIAT <br />69.1 CRAOOx 6 EROSION DETAILS <br />C9-1 UTRITYOUAR5 <br />LI -1 100EPRES0004101NPEAK <br />1 Sheet Title: <br />UTILITY DETAILS <br />Project No.: <br />04002 <br />1 Street No.: <br />