Laserfiche WebLink
SCORE MTN STIFF-BMSTLED BROOM <br />PERPQIDICULAR TD TRAFFIC <br />4- CONCRETE WALK (3A32) <br />4- COMPACTED AGGREGATE BASE — <br />APPROVED GRANULAR SUBBASE <br />w <br />1W) R10E,E)PA IONUJOINT ERE NEW CONCRETE MEETS EXISTING <br />2) CONTROL JOINTS SHALL BE CUT WITH A JOINTER HAVING A <br />RADIUS OF t/4- AND SPACED O S'-0' O.O. MAY U.N.O. <br />3) DPAN90N JOINTS SHALL BE SPACED AT 20'-0' O.C. MAX. <br />AND SHALL CONSIST OF A 1/2' PRE-FORLIED JOINT FILLER. <br />4) ANTI-SPAWNO COMPOUND SHALL BE APPLIED TO CONCRETE <br />SURFACTS <br />INTEGRAL CURB AND GUTTER <br />N.T.S. <br />1. AGGREGATE SHALL BE THE FOLLOWING; <br />DOUBLE WASHED STONE <br />-DR- <br />1/4'-1/2' WASHED RIVER RUN PEA GRAVEL <br />2. WELL -BLENDED FILTRATION MEDIA TO BE COIPRIM OF (BY VOLUME); <br />50-70% CLEAN CONSTRUCTION SAND (AASHTO M-5 OR ASTM C-34 GRAIN <br />SIZE O.OZ'-0.047 <br />30 -SOX ORCANIC LEAF COMPpSh MriDOT GRADE 2 COMPOST <br />2 NO MINING OF SANDY SOLS ALLOWED IN BASIN. <br />4 FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM ARM <br />5. BASH TO REAGIN UNLINED. <br />4 PROTECT BASIN FROM RUIN -OFF DURING LOT CONSTRUCRON ACINDES. <br />EXCAYAIEBASN TD FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING <br />DRAINAGE AREAS. <br />7. USE LGN-1MPAC7. MTN MOVING EQUIPMENT (WIDE TRACK P MARSH <br />TRACK EQUIPMENT, DR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) <br />PROVIDE 3' FIBROUS SHREDDED <br />WOOD PIPS AROUND NEW <br />PLANTINGS <br />BY <br />USING AAP MANY TILLING OPERATE ANY ATION 7ION SISOILSGH <br />AS A CHISEL PLOW, RIPPER OR SUBS(HLER) <br />TO B' MIN. DEPTH PRIOR TO PLACING <br />PLANTING MEDIA <br />N.T.S. <br />BITUMINOUS <br />PAVEMENT <br />pV{ECnONOF RO"l <br />DMO <br />NNE MESH <br />INTO TRENCH <br />SUPPORT POST <br />ANCHORAGE IN-SITU SOL <br />SILT FENCE <br />N.T.S. <br />Y X 2' WOOD OR STEEL <br />POST T-7' O.C. <br />RARE MESH REINFORCEMENT, STD. <br />FIELDFENCE. MIN. 30' HIGH, MARL <br />MESH SPACING OF 6' AND MRL <br />14-1/Y CAUCE TIRE IS OPTIONAL <br />CEOTva" FILTER FABRIC - <br />OVEII.AP 6' AND FASTEN AT 2' <br />INTERVALS. LAY FABRIC IN TRENCH. <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL TRENCH WITH TAMPED <br />NATURAL SOL <br />� ati <br />6' � <br />MIN. <br />1) WIRE MESH O NOT REQUIRED. <br />jg,CONTRACTDR IS RESPONSIBLE FOR <br />OVAL OF ALL POSIOIH CONTROL <br />MATERIALS FOI.OMNC TURF <br />ESTABLISHMENT. <br />PLANTING SUGGESTIONS for BID-FILTRATIDN BASINS <br />NAIVE PLANTS NATIVE TREES & SHRUBS <br />JOE PTE WHO <br />RIVER BIRCH <br />BLACK-EYED SUSAN <br />TAMARACK <br />UTRE/BTC BLUESTEM <br />QUAKING ASPEN <br />CULVER% ROOT <br />SWAMP TRITE OAK <br />TALL MEADOW RUE <br />SILVER MAPLE <br />YELLOW OR BLUE FLAG IRIS <br />RED MAPLE <br />PURPLE CCHEFLOWER <br />MLLOW <br />MARSH MILKMEN <br />RED -TMG DOGWOOD <br />GOLDENROD <br />BLACK POKEBERRY <br />RATTLESNAKE <br />AMERICAN HICHBRUSR CRANBERRY <br />BUTTONRUSH <br />PLANT MATERNAL TOLERANT OF INUNDATION AND <br />ORDDCHT (NATIVE PLAN RECDXWIODAED -SEE <br />TABLE ABOVE RHINT� BEER NM RF[OIRMFNnF11 <br />EROSION CONTROL BLANKET SUITABLE FOR <br />SEEDING (EG. STRAW -COCONUT BLANKET) <br />SOILS <br />`1 B' WELL-GRADEo PLANTING MEDIA <br />(SEE NOTE 04 <br />AGGREGATE BED W/ 6' PERFORATED <br />.R.D. <br />(SEE DETAIL AT RIGHT) <br />WELL -GRADED PLANTING MEDIA <br />(SEE NOTE r4 <br />�-- 8' PERFORATFA DRAINTI E <br />AOORECATE (SEE NOTE /1) <br />m <br />' I NON-WOEtICEOTEKLILE (Mn00T <br />TYPE 1) OVER AK,'QIrOr.AIE <br />TSIDE OF <br />BASIN. USE SOLID PIPE MLTNQUTON <br />r ROCK AND FABRIC SEE PUN FOR <br />IRAIRTILE LOCATIONS. <br />MDT TO SCALE <br />1 1/2' TEAR - 2360 TYPE LV4 <br />TEAR COARSE MIXTURE B (LVWE4SO3OB) <br />ORDINARY COMPACTION METHOD <br />TACK COAT. MNODT 2357 <br />2 -BASE - 238D TYPE LV3 <br />No. -1 NR <br />COMECOE MIXTURE B (LVNW350308) <br />ORDINARY COMPACTION METHOD <br />6' AGO. BASE, CL S OR CL I <br />MNOOT 3135 <br />SPEMILD DENSTY COMPACTION METHOD <br />APPROVED GRANULAR SUBBASE AS <br />DETERMINED BY GEOTECHNICAL ENGINEER <br />PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S <br />STANDARD SPECFICATIONS FOR CONSTRUCDON AND THE CITY'S <br />STANDARDS FOR STREET AND UTILITY CONSTRUCTION. <br />PAVING SECTION AND SUMADE SHALL BE RENEWED AND <br />APPROVED BY CEOTECINICAL ENGNEER PRIOR TO ANY <br />INSTALLATIONS. <br />�1 BITUMINOUS PAVEMENT <br />N.T.B. <br />PROVIDE 4' CLASS 5 TINDER CURB (TYP) <br />1/YR <br />12r* 12* 1/2-R <br />3/4 y,Y <br />24, <br />Z" 7 WHEN ADJACENT SURFACE M BITULIINOUS - <br />W <br />WHEN ADJACENT SURFACE IS CONCRETE <br />USE SAME THICKNESS AS SLAB. <br />D412 CONCRETE <br />CURB & GUTTER <br />N.T.S. <br />1-1/2' - 3' <br />CLEAN WASHED ROCK <br />ROCK CONSTRUCTION <br />ENTRANCE <br />N.T.S. <br />SCORE WITH STIFF -BRISTLED BROOM <br />PERPENDICULAR TO TRAFFIC <br />MEMBRANE CURING COMPOUND <br />a: <br />4' CONCRETE WA(3A32) <br />4' COMPACTED AGGREGATE BASE <br />APPROVED GRANULAR SUBGRADE <br />NOTES: <br />1) USE EXPANSION JOINT WHERE NEW CONCRETE MEETS EXISTING <br />CONCRETE OR STRUCTURE <br />2) CONTROL JOINTS SHALL BE CIT WITH A JOINTER HAVING A <br />RADIUS OF 1/4' AND SPACED O 5'-0. D.C. MAX. Lam <br />3) EVANSION JOINTS SHALL BE SPACED AT 2D'-0' = MAX. <br />AND SHALL CONSIST OF A t/2" PRE-F'GRMEB JOINT RLLM <br />4) ANTI-SPALUNG COMPOUND SHALL BE APPLIED TD CONCRETE <br />SIRFACET:. <br />�1 TYPICAL CONCRETE SIDEWALK <br />N.T.S. <br />PROWDE 4- CLASS 5 UNDER CURB (TVP) <br />Il'R 3R <br />NOTE: FOR MECHANICALLY WD <br />CURB, SHOE MAY BE TILTED, <br />B612 CONCRETE CURB <br />& GUTTER IP -OU <br />N.T.S. <br />PROVIDE 4- CLASS 5 UNDER CURB {7YPj <br />YR <br />/2 R <br />G 6' IY <br />NOTE: FOR MECHANICALLY LAID <br />CURB. SHOE MAY BE TILTED. <br />B612 CONCRETE <br />CURB & GUTTER <br />N.T.S. --- <br />DETAILS <br />HUGO SENIOR HOUSING COMMUNITY <br />DRAWN ITr DESIGN BY: <br />A.G. A.G. <br />CHOW Or PROD. NO, <br />GW P. 14-1 Item <br />ORIGINAL DATE <br />MARCH 2& 2074 <br />PREPARED POR: <br />ORCHARD HILL <br />ASSOCIATES, LLC <br />qpIk-111-F <br />SITE PLANNING <br />0< ENGINTa=FFUNB <br />PLOWE <br />ENGINEERING, INCL <br />6776 LAKE DRIVE <br />Bull£ 114 <br />LINO LAKES. MN 63414 <br />PHONE (661) a61-a21(i <br />FAX: X661) W-11741 <br />C3-1 <br />