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W66661 <br />GRANULAR MATERIAL ENCASEMENT <br />-r <br />CONCRETE CRADLE <br />Pi -E E %0D)NG DE.TAiL.S <br />STANDARD 05291NG <br />N0. <br />1 3/4' GALVANIZED <br />STEEL TIE ROpS <br />RREETA1rrCR aD5 /OaSi WW1 x16" <br />EOUNALANT) AT JOINTS CONCRETE <br />BLOCK <br />SE[ STD. DwG. 203 <br />T't%iC00.L ELAN LAYOUT <br />(VALVE IN A BOULEVARD) <br />! ElA RNSCi <br />CURB <br />G000TE%n10 FABRIC <br />DOT 3733 <br />3 <br />CONCRETE <br />BLOCK <br />3/15/04 <br />REACION <br />BACwxL <br />1/2" WASHED <br />ROCK ALL <br />AROLIND <br />wiPEmrouS IN <br />SOILS.) <br />514NDARD DRAM. <br />x0. <br />I e. <br />1/3- u0R1AR ON OUTLOC. <br />BETWEEN RW45. CASTING et <br />( CATCH BASIN. FINISH <br />NO SMOOTH NOR T O INSIDE. <br />N51 . <br />N iNseE <br />REUOAE CURB <br />BOx BOLTS <br />MOS (10' MAX <br />OF RINGS h <br />OR- 5wEL0" SEAL <br />[OWL <br />(4 NI 1N.) <br />USE OTTOU MINT EAL <br />PRECAST COVER SLAB <br />(Tr, 2) <br />SE�ALE00 SLOBSJOIixiS. 510 <br />/-.004[01 400140 <br />PRECAST BASE <br />DV.. THSUBI <br />ME1. <br />�YI111•11111Er311111WI <br />NO 1.00 SNIAL OE IK20 FOR 04431•C CAVAN. 4.1 .RTIR 0.1 <br />.61 NW MAK • CAKE CASINOS IMP siwcintAnom <br />PRECAST RINFORCIO CONCRETE SASE SIAS h .8 KR KA2 CAM <br />aRFN947NRL 9R..4 R n1; Tt;4::rT °FI�'919`.... <br />c'A o) BASIN/MANHOLE, TYPE. 406 <br />N0. <br />406 <br />PIPE INSTALLAION W <br />ACCORDANCE WTH ASTI. 0 2321. TABLE 2. <br />Eu0EDI.EN1 MATERIAL SHALL CONFORM TO 451. 02321. TABLE 1. <br />GRANULAR IAA1ERAL 8000110 0071400 <br />(FOR PVC PIPE) <br />STANDARD mA1Al1iF <br />ND. <br />103 <br />6 30... A.I <br />7/2/97 <br />STANDARD DM0NG <br />NO. <br />207 <br />MT A. 4. 212. MAK MKS GUNK KR SPECMGMONS <br />COWED PIPE CR. R. 1ORNAJLAR .3CW MD <br />ORAT <br />CATCH BASIN, 1660 402 <br />N0. <br />402 <br />GRANULAR MATERIAL BEDDING <br />3/15/00 <br />2 O.D. <br />EARTH FOUNDATION <br />f>iPE (00601 €DN 0'11/:12 <br />STANDANX 01eAlaRK <br />0. <br />301 <br />45 BEND <br />4a4 <br />ERMlA (CB04DPI AC4 1E0) <br />WITHOUT RISE 6' uELAL FENE: <br />r POST 4ARKER <br />P PAINTED GREEN <br />*ARKER w /57010 <br />DEPTHS 4REp1ER THAN <br />14 CHG REEK 1$ER APPROvED <br />VENICE <br />LAIC <br />WITH RISER <br />RTIGHT <br />PLUG OR <br />CAP <br />45' RENO <br />GRANULAR REDDNA: <br />TERIAL (COUPACTED) <br />SERVICE wrE TO BE <br />...BEDDED IN CONCRETE <br />NOTE: 55EMCp (IAPSETU 08}6600. <br />i 3/16/04 SAEIS£T:ARY SEWE11 SERVICE. <br />STANMRD DRAWING <br />NO. <br />3115 <br />PLAN <br />DUCTILE IRON <br />PIPE BLOCKING <br />0021111 (60N 6161 €116260 <br />(0001 00N05) <br />56E0V11 110060/1306 606 <br />ST.ASit. €1£NG OR :nETIAT:RIN. or TRENCH <br />3/15/04 <br />10- SHIELD"+ <br />SEAL OR EOUAL. <br />1/2" NORTAR <br />ON 0UT50E. <br />BETWEEN RIwGS. <br />MAN a AND <br />4ANHOL HOLE. FRO. <br />SNOOTH ON <br />THE INSIOC. <br />40R1M ON <br />WSIOE <br />MANHOLE1 <br />SLEEVE <br />SEE DETAIL <br />• <br />STANOWO dM91NG �, <br />05 5 <br />N0 i3i3i3j <br />5T NLE <br />STEEL <br />STRAP <br />4B" SLEEVE[ <br />SECTION A -A MANHOLE SLEEVE e <br />MO .00 LIE: MA .21Sr. =NS CLIRENT uoiruai 0.11 <br />A 121 OP 181 BAKE;61 WC/106 NSA.. UNIXR NA CONE ..22117 <br />6211 CONKC1.S. YAWNS SW. SC YAK WO. 1.1 ST 4S1 IMA.C2 <br />RvENE. 60. Ax5 CE11027 WOOLS INSIK SURFACE SPAN SE IKKNED 4.0121 <br />2100)) /6i 4011 .vi>L <br />(PIPES 27' OR LESS) <br />;.._51,000000 pUWING <br />• <br />3/16/04 <br />STANOAR 05291114 <br />NO. <br />IN 703 <br />owl <br />NOTE. 4 0/0 <br />CROSSING 00717 30 <br />1.1i1giAN STREET 1)111)17 _ 01 <br />3/16/04 <br />IN <br />STANDARD pU*W0 <br />702 <br />0 01 5)0(Iv 20`00:.% :iii EIV'E'C <br />ARD q <br />MD <br /><t) g <br />7' RAID <br />MAIN DRIVES B <br />TRUCK AREAS <br />PAGAN PKPARANIN <br />AUTOMOBILE AREAS <br />MOOT P. 21 AKAR ON. PIK <br />BITUMINOUS PATHWAYS <br />B612 <br />17.5• <br />28• <br />SURMOUNTABLE <br />2.J <br />B618 <br />1+• RAD <br />BITUMINOUS SURrACE <br />BITUMINOUS <br />BERM <br />DRIVEWAY CURB CUT <br />0618 <br />NOTES' <br />I. AT ALL TRENCHES 2- 14 REINFORCING RODS SHALL BE PLACED <br />IN THE LOVER PORTION OF THE CURB 20 FEET IN LENGTH. <br />2 2 -14 REINFORCING ROOS AT CATCH BASINS NO LESS THAN <br />10 FEET IN LENGTH. <br />3. 8518 CURB TO BE USED AT RADIUS. <br />STANDARD CURB DETAILS <br />BITUMINOUS PAVING SECTION <br />RFCENED <br />OCT 2,62004 <br />V/1UUf1/11N <br />ADDITION <br />Minnesota <br />1 Owner /Developer Name: <br />MIKE VAUGHAN <br />• <br />600 Birch Street <br />Lino Lakes, Minnesota <br />1 Professional Services: <br />LOUCKS <br />ASSOCIATES <br />Planning • Civil Engineering• Land Surveying; <br />Landscape Architecnrce• Enyinrinenta) <br />!21)0 <br />7203 Hemlock Lane - Suite 300 <br />Minneapolis, (Minn.SOla 55369 <br />Telephone:1743024.5505 <br />Pax: 1741324 -5822 <br />www.loucksindagan<Nn <br />CADD Qualification: <br />22.2.2 to 222 :WAN <br />1 Submittal: <br />17017111 19245144331) 1v1o..3 <br />1 Professional Signature: <br />o1h9ra1 spec <br />nn P4K. iramn w Is,. was <br />rwby me or under my area wanner. and met <br />am9 ary Gun »a PWnwlat Engmer utter w bn <br />W me <br />Sate dNww.° <br />olio A. 941x1.1'[ <br />19624 <br />(keine NM <br />Dale <br />1 Quality Control: <br />LID <br />KVR <br />1 Sheet Index: <br />00.1 COVER SHFT <br />C1 -I 155810!6 CONO30)5 PLAN <br />C2.1 SITE PLAN <br />0.1 GRADING.OWVNACA, F EROSION CON1R01 <br />0.2 STORM WATER POLLUTION PREVENTION 71.414 <br />C40 r1VLRAI okay PLAN <br />Ctrl PR[UINARY RAT <br />0.1 GRAOING6 DEMON DETAILS <br />C9.1 U1(110 DETAILS <br />LI -1 TREE PRESERVATION RAN <br />1 Sheen Title: <br />UTILITY DETAILS <br />1 Project No.: <br />04002 <br />1 Sheet No.: <br />