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SUPPORT NET: 12 GAUGE <br />x 4' WIRE HOOKED <br />ONTO PREFORMED <br />CHANNELS ON POSTS AS <br />SPECIFIED. <br />EXISTING GROUN <br />SURFACE <br />E1�.7P . <br />NEPR FABRIC WTM WIRE <br />�11y� SUPPORT NEf AS SPECIFIED. <br />\` \ METAL POST <br />4 AS SPECIFIED. <br />LTFR FABRIC AS SPECIFIED <br />SECURE TO WIRE SUPPORT NET <br />WI101 METAL CLIPS 12"0.0. <br />ANCHOR FABRIC WITH <br />SOIL, TAMP SACKFUL <br />DIRECTION OF FLOW <br />CARRY WIRE SUPPORT <br />NET DOWN INTO <br />TRENCH <br />8" <br />METAL POSTS <br />0.C. MAX. <br />SEDIMENT FENCE <br />DETAIL <br />NOT TO SCALE <br />NOTE: <br />1. SEDIMENT FENCE SHALL <br />REMAIN IN PLACE UNTIL <br />ADJACENT 50E5 OR AREAS OF <br />DSTURBANCE ER05ION CONTROL <br />SYSTEMS BECOME STABILE AS <br />APPROVED Bf THE CITY AS <br />SPECIFIED. <br />MEN <br />% TO <br />CONSTRUCTION <br />AREA -, <br />PLAN <br />TO CONSTRUCTION AREA <br />, „ r a g or, - <br />AIIMOO= <br />meime <br />6" MIN CRUSHED STONE <br />25' <br />EXISTING UNDISTURBED ROAD <br />EXISTING UNDISTURBED <br />GEOTEX TILE FILTER FABRIC <br />ROADWAY <br />=EL PROFILE <br />PROVIDE APPROPRIATE TRANSITION BETWEEN SIABIUZED CONSTRUCTION <br />ENTRANCE AND UNDISTURBED ROADWAY. <br />THE ENTRANCE SHALL BE MANTANED N A CONDITION WHICH WILL PREVENT <br />TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. <br />THIS MAY REWIRE PERIODIC TOP DRESSING MTL ADDITIONAL STONE OR ADDING <br />STONE TO THE LENGTH OF THE ENTRANCE. <br />REPAIR AND CLEANOUT MEASURES USED TO TRAP MOMENT. <br />ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UN015TURBED <br />ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER <br />STABILIZED CONSTRUCTION ENTRANCE <br />DETAIL <br />NOT TO SCALE <br />0 <br />'B' TAMP THE TRENCH FULL <br />OF SOL. SECURE WITH <br />ROW OF STAPLES, 10" <br />SPACING, 4" DOWN FROM <br />TRENCH <br />'A' BURY THE TOP END OF <br />THE MATTING IN A <br />TRENCH 4' OR MORE IN <br />DEPTH <br />OVERLAP: BURY <br />UPPER END OF <br />LOWER STRIP AS IN <br />A' AND 8'. OVERLAP <br />END OF TOP 50RIP YI <br />4" AND STAPLE. <br />'D' EROSION STOP, FOLD OF <br />MATTING BURIED N 01LT,- <br />TRENCH AND TAMPED. • <br />DOUBLEROW OF STAPLES. <br />PLACE STAPLES 2 FEET <br />APART TO KEEP MMHG <br />FIRMLY PRESSED TO <br />SOIL <br />I I� <br />TYPICAL STAPLE /B <br />GAUGE WIRE <br />EROSION CONTROL BLANKET <br />DETAIL <br />NOT TO SCALE <br />3 <br />C6. <br />NOTE: <br />1. PUCE STAPLES 2 FEET <br />APART TO KEEP MATTING <br />FIRMLY PRESSED TO SOIL <br />211148M1VONIVt,18 <br />IIIIIIIIIIIIIIIIIIIIIPnn <br />'11TT'3N7 <br />-41e- <br />2" WEAR COURSE <br />TACK COAT <br />2" BINDER COURSE <br />B" CLASS 5 <br />AGGREGATE SUBBASE <br />COMPACTED <br />SUBGRADE <br />BITUMINOUS PAVEMENT <br />DETAIL <br />NOT TO SCALE <br />BITUMINOUS PANT <br />WEAR COURSE <br />BITUMINOUS BINDER <br />COURSE <br />DENSE GRADED <br />AGGREGATE BASE <br />PROCESSED GRAVEL <br />COMPACTED <br />009528DE <br />4 <br />61 <br />mnlnlnnliwi muM <br />$1 MI <br />'1IID�1 -II �RI�I 1- -1 =AV: <br />-II �- II 1 -I-II II'u- <br />PAVEMENT MATCH <br />DETAIL <br />NOT TO SCALE <br />1/2" RADIUS <br />FLASHED GRACE <br />0 <br />SAWCUT EXISTING <br />PAVEMENT. APPLY <br />TACK COAT <br />EXISTING <br />PAVEMENT <br />COSTING <br />BASE <br />3' RADIUS CORNERS <br />113 BATTER SLOPE <br />GUTTER 3/4'/1' <br />0.55 SLOPE - CONSTRUCT WITH REVERSE <br />SLOPE GUTTER WHERE THE PAVEMENT <br />SLOPES AWAY FROM CURB <br />FINISHED GRADE <br />CLASS V AGGREGATE <br />�. SUBBASE -SEE BITUMINOUS <br />PAVEMENT DETAIL (6' MIN.) <br />NOTE: <br />1. INSTALL CONSTRUC110N <br />JOINTS AT 10' -0" O.C. 01- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />CURB AND GUIIt8 (8612) <br />DETAIL <br />v <br />NOT TO SCALE 06.1 <br />FINISHED GRADE <br />L----------- <br />/ rCONTINUOUS SIDPE CONCRETE <br />CU AND GUTTER <br />1 RB - 82805ENT MATERIALS <br />5EE DETAIL <br />I- IIWI1- / . r <br />5X SLOPE <br />RIBBON CURB AND GUTTER <br />DETAIL Ir1 <br />NOT TO SCALE <br />1/2°x12" STEEL ROD <br />WITH SLEEVE 2' 0.C. <br />3° MOE SMOOTH <br />STEEL TROWEL FINISH <br />1/4' TOOLED RADIUS <br />_ <br />' 1/2" EXPANSION JOINT <br />CONCRETE WALK AS SPECIFIED <br />. - JOINT FILLER <br />NOTE: <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 10'-0' 0.C. 0/- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />EXPANSION JOINT NO10, CONTROL JOINT <br />1. CONC. WALK SHALL HAVE 3 STEEL RODS MIN. <br />2. EXPANSION JOINTS SHALL BE LOCATED 30 FT. <br />MIN. 0.C. AND AT THE ENO OF EACH DAYS POUR <br />I/O. W x 3/4' D TOOLED CONTROL <br />JOINT (MAX. 5' O.C. TM.) W/ 1/4' RADII. <br />-UGH!' BROOM FINISH <br />PERPENDICULAR TO TRAFFIC WITH <br />3" WIDE SMOOTH TROWELLED EDGE <br />5" CONCRETE AS SPECIFIED <br />W1.6 X W1.6 WIRE MESH AND <br />CHAIRS AS SPECIFIED <br />6' CLASS 5 AGGREGATE BASE <br />COMPACTED SUBGRADE <br />CONCRETE WALK <br />DETAIL <br />NOT TO SCALE <br />NO7E5: <br />1. SEE LAYOUT DTMWNGS <br />FOR LIMITS OF WALKS. <br />2. 1/2° WOE EXPANSION <br />JOINT AT CURBS. <br />3. WIRE MESH REQUIRED <br />FOR WALKS 6' WIDE OR N <br />LOCATIONS FOR VEHICULAR <br />TRAFFIC. <br />6' RADIUS <br />12' DIAMETER <br />6' LINE WIDTH <br />3' UNE WIDTH <br />5 -6' SQUARE OVERALL <br />19° RADIUS <br />ACCESSIBLE PAVEMENT SYMBOL <br />DETAIL <br />NOT TO SCALE <br />3" WIDE 50100TH <br />STEEL TROWEL. FINISH <br />9 <br />C6.1 <br />4/ <br />LEVEL LANDING 1.50 <br />MAX. CROSS SLOPE <br />FOR DRAINAGE <br />4"r <br />.500 <br />j 500' MIN <br />ACCESSIBLE CURB RAMP <br />DETAIL <br />NOT TO SCALE <br />10 <br />C6.1 <br />111 1111 1E11111111111111 <br />- _:-,,A,,LK <br />•"" <br />EA: SEE PAVEM <br />TYPES 000.0 <br />BORDER' SNGLE ROW 5 <br />;A <br />I-I <br />�-� - = <br />- <br />COURSE BORDER (TYR) <br />SEE PAVEMENT TPE SC <br />STEEL TROWELLED EDGE <br />-' <br />_ <br />CONSTRUCTION JOINT <br />SPACED 5' 0.C. (TP.) <br />CONCRETE WALK WITH i. <br />FINISH PERPENDICULAR <br />NOTES <br />1. 505E PLAN FOR GENE <br />2. BASE BID SHALL INC <br />1 <br />`'� <br />_ _ <br />.- <br />'_ -- -- - <br />.I11I11I1111111Ull11H11- <br />DECORATIVE PAVEMENT PLAN <br />PAVEMENT VARIES <br />SEE DRAWINGS <br />1/2" W X 3/4" 0 TOOLED JOINT <br />LIGHT BROOM FINISH <br />PERPENDICULAR TO TRAFFIC WITH <br />S WIDE SMOOTH TROWELLED EDGE <br />BISS®BESSICIIMISI <br />te r ' 4 gT7, <br />p.q''�lr�m�r� <br />X11- -R'Id1 )--I,14ac:a II11 =49' <br />CONCRETE PAVERS <br />DETAIL <br />NOT TO SCALE <br />11 <br />C6.1 <br />`PAVEMENT VARIES <br />SEE DRAWINGS <br />DOLE <br />EAVY BROOM <br />TO TRAFFIC <br />LAYOUT. <br />LUDE PAVER 80RDER, PAVER <br />AND BASE MATERIALS. <br />3. CONTRACTOR SHALL SUBMIT ALL PAVEMENT TYPE <br />MATERIALS INTO THE BASE BID. FINAL LAYOUT, COLORS <br />AND MATERIAL SUBJECT TO REVIEW AND APPROVAL BY <br />THE CITY AND LANDSCAPE ARCHITECT PRIOR TO <br />CONSTRUCTION. <br />CONCRETE PAVERS SET HAND <br />TIGHT WITH SAND SWEPT JOINTS <br />1 -1/Z" SAND SETTING BED <br />STEEL. OR ALUMINUM EDGING AS <br />SPECIFIED- USDLIZE WHERE ADJACENT <br />TO LOAM AND SEED AREAS <br />" COMPACTED SCREENED <br />GRAVEL BASE COURSE <br />GEO1EX11LE SUBGRADE <br />STABILIZATION FABRIC <br />MPACIED 509088DE <br />PAVER MG <br />TREE <br />BALL <br />TREE GRATE PLANTING <br />DETAIL 12 <br />NOT TO SCALE 06.1 <br />(1) 9' DIA LIGHT OPENING WITH <br />10 -3/e" DIA. GRATE BOLTED TO 117M GRADE <br />TO PREVENT UNAUTHORIZED REMOVAL <br />(2) TWO PIECE TREE GRATE AS SPECIFIED <br />TREE AERATION SYSTEM-BLACK 4 '9 4" PVC CAP AND <br />REDUCER ON SOLID PVC 195ER CORN TEE AND 80 <br />DEGREE BEND AT CORNERS. GRATE SWILL CONTAIN <br />OPENING FOR FLEXIBLE IRRIGATION FILL PIPE <br />EXTERIOR ELECTICAL OUTLET 80X AND COVER <br />AS APPROVED BY THE CIT'. COORDINATE <br />LOCATION WITH GRATE MANUFACTURER (TYP.) <br />PAVEMENT BORDER AROUND ALL SITE <br />FURNISHINGS AS SHOW! ON THE PLANS (11P.) <br />16' DM. NIMMUM <br />GRATE OPENING <br />MULCH (2" MA1L) TO BOTTOM OF <br />TREE GRATE USE PEA STONE <br />TREE GRATE AS 5PECIFlED <br />NON BIODEG845002LE <br />5000055E FABRIC <br />SEE FLEXIBLE IRRIGATION DETAIL <br />WALK - MATERIALS VARY <br />SEE DRAWINGS <br />PLANT 040KFlLL MIX AS SPEC. COMPACTED <br />IN 6' UFTS TO MAXIMUM 0185111' OF 9205 <br />IF ROOT BALI IS WRAPPED N PLASTIC <br />OR NON- BIODEGRADABLE MATERIAL <br />TREE AERATION SYSTELI W/ 4' PVC <br />PIPE, REDUCER AND BLACK PVC CAP <br />4' PERT. PVC PIPE <br />WRAPPED IN FILTER FABRIC <br />TREE PIT THE FULL <br />SIZE OF GRATE <br />ICCII 05'I7FI� L F,T�x 11=III <br />I I�7- I1 =11 FI <br />THREE TIMES WIDTH <br />OF R00113811 <br />SHRUB PLANTING <br />DETAIL <br />13 <br />NOT TO SCALE <br />k <br />C6.1 <br />_ THREE TIMES WIDTH <br />OF ROOTBALL <br />EVERGREEN TREE PLANTING <br />DETAIL <br />1401 TO SCALE <br />14 <br />06., <br />THREE TIMES MOTH <br />OF 000198LL <br />DECIDUOUS TREE PLANTING <br />DETAIL <br />15 <br />NOT TO SCALE <br />CS .1 <br />l <br />PRUNE AS FIELD DIRECTED BY <br />LANDSCAPE ARCHITECT TO IMPROVE <br />APPEARANCE (RETAIN NORMAL <br />5HAPE) <br />8LANT TOP OF ROO/BALL 1 -2" ABOVE <br />ABOVE SURROUNDING GRADE <br />1 1 /2" TRAP STONE MULCH TO OUTER EDGE <br />OF SAUCER. KEEP MULCH 2' FROM TRUNK <br />EXISTING GRADE <br />ROOTS AT OUTER EDGE OF RODTB8LL 1005ENED TO <br />ENSURE PROPER BACKFILL-TO -ROOT CONTACT <br />SLOPE SIDES OF HOLE <br />BACKED. AS PER <br />SPECIFICATION <br />DO NOT EXCAVATE BELOW <br />ROOTBALL <br />PRUNE AS FlEID DIRECTED BY THE <br />LANDSCAPE ARCNTEOT TO IMPROVE <br />APPEARANCE (RETAIN NORMAL TREE <br />SHAPE) <br />THREE 2'X4010' WOODEN STAKES, STAINED <br />BROWN WITH TWO STRANDS OF WIRE TWISTED <br />TOGETHER. STAKES SHALL BE PLACED AT 120 <br />TO ONE ANOTHER. WIRE SHALL BE THREADED <br />THROUGH BLACK RUBBER H05E COLLARS <br />TRUNK FURS JUNCTION: <br />PUNT TREE 1" -2' ABOVE EXISTING GRADE <br />1 -1/2" TRAP STONE MULCH TO <br />OUTER EDGE OF SAUCER. KEEP <br />MULCH Y FROM TRUNK <br />EXISTING GRADE <br />CUT AND REMOVE BURLAP FROM TOP 1/3 <br />OF R00T BALL IF NON - BIODEGRADABLE, <br />REMOVE COMPLETELY <br />SLOPE SIDES OF HOLE <br />BACKFlLL AS SPECIFIED <br />00 NOT EXCAVATE BELOW ROOTBALL <br />i <br />PRUNE AS FIELD DIRECTED BY THE <br />LANDSCAPE ARCHITECT TO IMPROVE <br />APPEARANCE (RETAIN NORMAL <br />TREE SHAPE) <br />THREE YX47X13' WOODEN STAKES, STAINED BROWN <br />W1114 TWO STRAN05 OF WIRE TWISTED TOGETHER. <br />STAKES SHALL BE PLACED AT 120' TO ONE <br />ANOTHER WIRE SHALL BE THREADED THROUGH <br />BUCK RUBBER 1-1050 COLLARS <br />TRUNK FLARE JUNCTION, <br />PUNT TREE 1 " -2° A80VE <br />EXISTING GRADE <br />1 -1/2' TRAP STONE MULCH TO <br />OUTER EDGE OF SAUCER KEEP <br />MULCH 2" FROM TRUNK <br />EXISTING GRADE <br />CUT AND REMOVE BURLAP FROM TOP <br />1/3 OF ROOT BALL IF <br />NON- 810000800ABLE, REMOVE <br />COMPLETELY <br />SLOPE SIDES OF HOLE <br />BACK0LL AS SPECIFIED <br />DO NOT EXCAVATE <br />BELOW ROOTBALL <br />GALVANIZED STEEL FASTENER <br />(1YP OF 2) <br />ENGINEER GRADE REFLECTIVE <br />SCREENED 510505E PANEL AS <br />SPECIFIED <br />GALVANIZED STEEL DANCED <br />500ARE POST AS SPECIFIED <br />GALVANIZED HARDWARE <br />TO ATTACH TO SLE000 <br />.N5808 GRADE <br />PAVEMENT MATERWS <br />VARY SEE PUN <br />SLEEVE TO <br />ACCOMMODATE <br />REPLACEMENT POST <br />PROCESSED GRAVEL BASE <br />SITE TRAFFIC SIGN (STS) <br />DETAIL <br />NOT TO SCALE .1 <br />16 <br />C6 <br />12' 0L4 CONC. <br />FOOTING. SLOPE TOP <br />OF FOOTING TO DRAIN <br />COMPACTED SUBGRADE <br />FOR BID ONLY <br />NOT FOR CONSTRUCTION <br />(91 OXMWWR mII, NNl19P woo Arc, IN[. AAONFL15mW1NWAMpNAN16 <br />ARCHITECT/ENGINEER <br />PLANNER <br />HARTFORD <br />Ltrznirnm <br />1 Amoy *85 88 1Ar elm, soseAmbso <br />®M nN em PRM M w O ne osier my <br />mmvwanceelDM Moto. <br />Doom! 4914 684.1 12. We <br />Ma a Om M. macaw <br />Fob. J. Unto <br />08e <br />_- L'^-.. Na 2401 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />12IW51NG1EIRE£{018 <br />EDEN PRVEL NN <br />MAIL. <br />R1: 94 -14E12W <br />PROJECT: <br />BETTY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />0f1ER <br />PARKWAY <br />ISSUE: <br />9 -16 -06 - CRT UMW SR <br />9 -28-05 - 9® SET <br />,0 REV. THIS SHEET <br />SHEET TITLE <br />SITE <br />DETAILS I <br />SHEET NUMBER: <br />C601 <br />