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<br />I <br /> <br />I <br />I <br />I <br />I <br />j <br />j <br />II <br />I <br />Ili <br />U <br />~I <br /> <br />R/W <br /> <br />NORTHERN UGHTS BLVD.= JO'(UNO lAKES) <br />21ST AVENUE= 33'(CENTERVILLE) <br /> <br />~ <br />3: <br />~g <br />0::10:: <br /> <br />~.... <br />00 <br />-I -I <br />....... <br />00 <br />1 <br /> <br />NORTHERN UGHTS BLVD.= JO'CUNO LAKES) R/W <br />21ST AVENUE= 4O'(UNO lAKES) <br /> <br /> <br />17' <br /> <br />2' MIN. <br />TYP. <br /> <br />PROFILE GRADE <br /> <br /> <br /> <br /> <br />2.0" <br /> <br />2.0"" <br /> <br />B618 CONC. <br />CURB &: GUTTER <br />(1YP .) <br /> <br />28-2350 TYPE LV 3 WEAR COURSE MIXTURE B (LVWE350JOB) <br />2357 BITUMINOUS TACK COAT <br />28-2350 TYPE LV 3 NONWEAR COURSE MIXTURE B (LVNW35OJOB) <br />88 3138 AGGREGATE BASE- CLASS 5 (100"" CRUSHED) <br />248 3149 SELECT GRANULAR BORROW <br />(PLACED ON APPROVED SUBGRADE) <br /> <br />lYPlCAl. STREET SEcnON WITH CURB AND GUlTER <br />21ST AVENUE (STA. 6+65 TO STA. 10+25) <br />NORTHERN UGHTS BLVD. (STA. 0+00 TO STA. 4+91) <br /> <br />11' <br />>: Ia.I THRU lANE <br />II~ <br /> <br />gl~ <br />~~ <br />Ol~ <br /> <br />$I~ <br />.0 <br />~lIi <br />1 11' <br /> <br /> <br />I FLOW. <br />1---- --... --------- <br /> <br />~-----~~~ <br />I SAWCUT EXISTING <br />I BIT. PAVEMENT <br />REMOVE EXISTING <br />BIT. PAVEMENT <br /> <br />12' <br />RIGHT TURN lANE <br /> <br />Ia.I <br />Z <br />::J <br /> <br /> ~ Ia.I Ia.I <br />1a.I~ ~~ a a <br /> ~ ~ ~ ~ eel <br />a~ ~ 0 ~ m ~9 <br /> D..~ <br />.... o ::J 0 00 <br /> 0:: 0 0:: .... 0:: X <br />~o D.. en D.. 0 D..en <br /> 2' <br /> 2.0" l' l' <br />TYP.- <br /> <br />48 SALVAGED OR IMPORTED <br />TOPSOIL WITH SEED <br /> <br />~ <br />1a.I~ <br />ao <br /> <br />.::J <br />~5l <br /> <br />10' <br /> <br /> <br /> <br />/EXISTING GROUND <br />- _ DITCH SLOPE <br />""- <br />- <br /> <br />28 -MN/DOT 2350 TYPE LV 3 WEAR COURSE MIXTURE B (LVWE35030B) <br />2357 BITUMINOVS T^CK COAT <br /> <br />28 -MN/OOT 2350 TYPE LV 3 NONWEAR COURSE MIXTURE (LVNW35030B) <br /> <br />208-MN/DOT 3138 AGGREGATE BASE-CLASS 5 (100"" CRUSHED) <br /> <br />lYPlCAl. STREET SECTION FOR MAIN STREET (ANOKA CSAH NO. 14) <br />STA. 0+50 TO STA. 4+00 <br />NOT TO SCALE <br /> <br />IlESIIlNED _ <br />PIIW <br /> <br />I HEREBY CERIIFY THAT 1HIS PlAN WAS PREPARED <br />BT lIE OR UNDER II'/' DIRECI' SUPERVISIDN AND THAT <br />11M ~ PIlIlFESSIIlHAL EHllINEEIl <br /> <br />~nlE, lF~~!:7L <br /> <br />1l/o1E~u:. NO. 23381 <br /> <br />TKDA <br /> <br />TOI..1Z. KING. DUVALL. ANDERSON <br />AND ASSOCIATES 1NCORP000lED <br />SAINT PAUL. MINNESOTA <br /> <br />MINNESOTA <br /> <br />NO. DAlE BY <br /> <br />CHECICED <br />PIIW <br /> <br />ENGINEERS · ARCHITECTS. PLANNERS <br /> <br />DESCRIPTION OF REVISIONS <br /> <br />R/W <br />I <br /> <br />I <br /> <br />~ <br />3: <br />~Ig <br />~o:: <br />~""I~ <br />-1-1 <br />""- <br />00 <br />I <br /> <br /> <br />R/W <br />I <br /> <br />I <br /> <br /> <br />I <br />I <br />I <br /> <br /> <br />VARIES <br /> <br />17' <br />,/PROFlLE GRADE <br /> <br />2.0"" <br />-==-- <br /> <br /> <br /> <br /> <br />-- <br />.....- <br />--::~. 3:1 <br />M/~2"Jf%--l <br /> <br />I _- <br /> <br /> <br /> <br /> <br /> <br />LSIl.VN>E1J OR IMPORIED <br />TOPSOIL WITH SOD OR SEED (TYP.) <br /> <br />28-2350 TYPE LV 3 WEAR COURSE MIXTURE B (LWiE35030B) <br />2357 BITUMINOUS TACK COAT <br />28-2350 TYPE LV 3 NONWEAR COURSE MIXTURE B (LVNW350JOB) <br />88 3138 AGGREGATE BASE- CLASS 5 (100"" CRUSHED) <br />248 SELECT GRANULAR BORROW <br />(PLACED ON APPROVED SUBGRADE) <br />lYPlCAL STREET SEcnON WITHOUT CURB AND GUTTER <br />21ST AVENUE (STA. 10+25 TO MAIN STREET STA. 13+19) <br /> <br />21ST STREET <br />S1REET AND S1'ORY IMPROVMENlS <br /> <br />21ST AVENUE <br />TYPICAL SECl10NS Ie DETAILS <br />SHEET NO. 3 OF 13 SHEETS <br /> <br />1268801 <br /> <br />COYIIISSIlIII NO. <br /> <br />UNO LAKES <br />