Laserfiche WebLink
BAFFLED/ <br />-OUTLET/ , ) \ <br />\ST�C1E /' <br />�/-\\ <br />CONSTRUCT ENTRANCE IN <br />ACCORDANCE WITH''ANOKA <br />COUNTY HIGHWAY DEPARTMENT <br />PERMIT REQUIREMENTS.' <br />1' SUBCUT <br />(MIN) <br />2' MnDOT 2331 TYPE 41 WEAR COURSE <br />CL 5 AGGREGATE RASE <br />COMPACTED SUOGRADE BACKFILL k <br />* REMOVE ALL TOP 501L ANO <br />ORGANIC SOILS TO A MINIMUM <br />SUBCUT OF I FOOT..STOCK- <br />PILE TOPSOIL 8 WETLAND SOIL <br />FUTUI <br />AND GR <br />PARKING LOT <br />ING <br />`\� 65-21" RCP 0 Q64%' Q <br />W/2 FLARED END <br />b <i�f, <br />ICNS & 3.8 CY..,- <br />i�a\ •+�� II RIP RAP CF4,r . \\ <br />1Ir��� , C1trs FO \T4 ATH <br />IP` P� 8S4SA <br />$ER 8 891.544Yr.74<r <br />W'• p �1 � \ F ^> / �� �\ c- <br />,--\........-„,,64:, W,gM iii, <br />CONSTR CURB -CUT <br />AT CHUBCH ENTRANCE' <br />VERIF ITH OWNER <br />BIKE PATH DETAIL <br />COMPACT ALL BACKFILL TO 95 <br />STANDARD PROCTOR DENSITY <br />INV. 988,13 <br />REM <br />DRIV <br />C8 <br />TC 8 5:0 <br />INV. 891.0 <br />INSTALL 15EX- <br />TENSION, EXCAVATE <br />QLITLET AREA VERIFY <br />DI''ACMEPT}ER (I6 ti <br />--EXCAVATE SEDIME'NTAT <br />BASINS <br />PRO:•0+ DRAINAGE <br />PROPOSED 8 WIDE <br />ASPHALT -BIKE PAT <br />4 <br />0 <br />N 0.41'49' 1 <br />1056'-±. <br />INSTALL 5 CURB CUT/ <br />& SWALE W/ 2 CY. <br />