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'B' TAMP THE TRENCH FULL <br />OF SOIL 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 />'C' OVERLAP: BURY <br />UPPER END OF <br />LOWER STRIP AS IN <br />'A' AND 'B'. OVERLAP. <br />END OF TOP STRIP <br />4' AND STAPLE <br />'D' EROSION STOP. FOLD OF <br />MARINO BURIED IN SILT <br />TRENCH AND TAMPED. <br />DOUBLEROW OF STAPLES. <br />PLACE STAPLES 2 FEET <br />APART TO KEEP MATTING <br />FIRMLY PRESSED TO <br />SOIL <br />TYPICAL STAPLE #B <br />GAUGE WIRE <br />EROSION CONTROL BLANKET <br />DETAIL <br />NOT TO SCALE <br />NOTE <br />1. PLACE STAPLES 2 FEET <br />APART TO KEEP MATTING <br />FIRMLY PRESSED TO SOIL <br />1/2 zit' STEEL ROD <br />WITH SLEEVE 2' O.C. <br />3' WIDE SMOOTH <br />STEEL TROWEL FINISH <br />1/4' TOOLED RADIUS <br />1/2' FC(PANSION JOINT <br />CONCRETE WALK AS SPECIFIED <br />RIGID NON- BITUMINOUS <br />JOINT FILLER <br />_ — 2" WEAR COURSE <br />TACK COAT <br />2' BINDER COURSE <br />8" CLASS 5 <br />AGGREGATE SUBBASE <br />71 IZi"TllllI I 'COMPACTED <br />SUBGRPDE <br />BITUMINOUS PAVEMENT <br />DETAIL <br />I I•T <br />WBITUMINOUS EAR COURSE PAV' <br />BITUMINOUS BINDER <br />COURSE iI <br />DENSE GRADED -- I <br />AGGREGATE BASE <br />PROCESSED —7 1 <br />COMPACTED II 'I <br />SUBGRADE il <br />— GAWCUT EXISTING <br />PAVEMENT, APPLY <br />TACK COAT <br />EXISTING <br />PAVEMENT <br />CUSTING <br />7 BASE <br />IIiIIIIflhInl IhlIp!u <br />PAVEMENT MATCH <br />DETAIL <br />I•ILT T•J CCALE <br />-- —3' WIDE SMOOTH <br />STEEL TROWEL FINISH <br />—1/2' W X 3/4' D TOOLED JOINT <br />mac' I� UGHT BROOM FINISH <br />PERPENDICULAR TRAFFIC WITH <br />_ .. 3" WIDE SMOOTH TROWELLED EDGE <br />EXPANSION JOINT NOTE, CONTROL JOINT <br />1. CONC. WALK SHALL HAVE 3 STEEL RODS MIN. <br />2. EXPANSION JOINTS SHALL BE LOCATED 30 FT. <br />MIN. O.C. AND AT THE END OF EACH DAYS POUR. <br />- -- — 1/2' W K 3/4' D TOOLED CONTROL <br />JOINT (MAX. 5' O.C. TIP.) W/ 1/4' RADII. <br />— — UGHT 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 />— B" CUSS 5 AGGREGATE BASE <br />CONCRETE WALK <br />DETAIL <br />NOT T_ SC.-.LE <br />COMPACTED SUBGRADE <br />NOTES: <br />1. SEE LAYOUT DRAWINGS <br />FOR LIMITS OF WALKS. <br />2. 1/2' WIDE EXPANSION <br />JOINT AT CURBS. <br />3. WIRE MESH REQUIRED <br />FOR WALES 6' WIDE OR IN <br />LOCATIONS FOR VEHICULAR <br />TRAFFIC. <br />WOF30G117MOS, MITPCOD 880. WC 8t ARIMITCTMBGBN®IA W*GBW <br />3' RADIUS CORNERS <br />— 1:3 BATTER SLOPE <br />GUTTER 3/471' <br />— 0.5% SLOPE - CONSTRUCT WITH REVERSE <br />SLOPE GUTTER WHERE THE PAVEMENT <br />SLOPES AWAY FROM CURB <br />CURB AND <br />DETAIL <br />LE <br />FINISHED GRADE <br />II III III <br />W.-`' CLASS V AGGREGATE <br />SUBBASE -SEE BITUMINOUS <br />PAVEMENT DETAIL (6" MIN.) <br />NOTE <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 1O' -0' O.C. +/- <br />2. BASE DEPTH DEPENDANT <br />UPON SOIL CONDITIONS <br />GUTTER (B612) <br />20' <br />—5.5% SLOPE <br />— CONTINUOUS SLOPE CONCRETE <br />CURB AND GUTTER <br />— PAVEMENT MATERIALS <br />SEE DETAIL <br />NOTE <br />1. INSTALL CONSTRUCTION <br />JOINTS AT 10' -0' O.C. +/- <br />2. BASE DEPTH DEPENDANT <br />---7 UPON SOIL CONDOIONS <br />RIBBON CURB AND GUTTER <br />DETAIL �71 <br />ENGINEER GRADE REFLECTIVE <br />SCREENED STEEL PANEL AS <br />SPECIFIED <br />GALVANIZED STEEL FASTENER <br />(GYP OF 2) <br />GREEN POWDER COATED STEEL <br />SQUARE POST AS SPECIFIED <br />— ' '— GALVANIZED HARDWARE <br />TO ATTACH TO SLEEVE <br />SHED GRADE <br />— PAVEMENT MATERIALS <br />VARY SEE PLAN <br />SLEEVE TO <br />ACCOMMODATE <br />REPLACEMENT POST <br />— PROCESSED GRAVEL BASE <br />— 12' DIA CONC. <br />FOOTING. SLOPE TOP <br />OF FOOTING TO DRAIN <br />SITE TRAFFIC SIGN (STS) <br />DETAIL <br />lIST TO SC: E <br />— COMPACTED SUBGRADE <br />4" . —LEVEL LANDING 1.0% <br />4"4.' <br />q' MAX. CROSS SLOPE <br />FOR DRAINAGE <br />7.5 = =LOPE' �k 7.5R mo SLOPE <br />5.00' MIN <br />ACCESSIBLE CURB RAMP <br />DETAIL <br />GI■T TO SCALE <br />FILL W/ CONC & ROUND <br />OFF TOP <br />— REFLECTIVE SHEETING AS <br />SPECIFIED <br />6' DIA SEW 40 STEEL PIPE <br />PAINTED YELLOW AS SPECIFIED <br />— FINISHED GRADE <br />CONCRETE ENCASEMENT <br />SLOPE TOP 1/2' PER FT. <br />DIA <br />STEEL BOLLARD <br />DETAIL <br />NOT TO SCALE <br />PVC COATED CHAIN UNK RAILNG AT <br />- WALL WHERE APPUCABLE -SEE PLANS <br />-- 8' MINIMUM LOW PERMEABLE <br />SOIL AS SPECIFIED <br />CAP BLOCK WITH 3/4" OVERHANG FROM <br />FACE OF WALL -2 BEADS OF NDATIO E <br />PER MANUFACTURERS RECOMENDATIDNS <br />MODULAR BLOCK RETAINING WALL <br />i UNIT AS SPECIFIED (TAP.) <br />GEOGRID REINFORCEMENT <br />AS SPECIFIED- VERIFY <br />LENGTH WI114 ENGINEER <br />12' WIDE DRAINAGE <br />LAYER -3/4' DIA STONE <br />-- 95% COMPACTED BACI(FTLL <br />I' ' • SOIL IN 6' UFIS <br />DIA. PERFORATED PIPE WITH <br />▪ FILTER SOCK (SLOPE TD OUTLET) <br />Ems— MATERIALS VARY <br />SEE PLANS <br />-6" MINIMUM COMPACTED <br />LEVEUNG PAD <br />COMPACTED SUBGRADE <br />RETAINING WALL <br />DETAIL <br />NOT TO 'SCALE <br />NOTES <br />1. ALL SOIL PARAMETERS SHALL BE VERIFIED BY A <br />GEOTECHNICAL CONSULTANT OR SITE ENGINEER PRIOR TO <br />CONSTRUCTION. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE <br />ASSUMED. NOTIFY MANUFACTURER OF C.M.U. RETAINING WALL 72 <br />HOURS PRIOR TO INSTALLATION. <br />2. RAUNG IS REQUIRED ON RETAINING WALLS IN LOCATIONS <br />MERE DIFFERENCES IN GRADE ON EITHER SIDE OF THE WALL <br />ARE IN EXCESS OF 2.5' AND ARE LOCATED CLOSER THAN 4' TO <br />A WALK, PATH. PARKING AREA, OR DRIVE ACCESS ON THE HIGH <br />SIDE -SEE PLANS. <br />3. RAILING. FABRIC. AND APPURTENANCES SHALL BE BLACK PVC <br />COATED STEEL AS SPECIFIED. <br />4. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN A <br />MANNER TO NOT DISTURB THE WALL GEDGRIO AS RECOMMENDED <br />BY THE WALL MANUFACTURER. COORDINATE INSTALLATION AND <br />SCAEDUUNG OF RAUNG FOOTING WITH WALL MANUFACTURER TO <br />OBSERVE INSTALLATION OF RAILING FOOTINGS, <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCHITECT /ENGINEER <br />PLANNER <br />iIARTFORD <br />3Ci33i17��atyg <br />IMO Re <br />v°°AmNa�mww MC (OM ONO <br />�Nab/ 3y gat 3M pq NiwSaetlm <br />Intl NlaNwm oS lho1l l m 12 by <br />MAMA Icdsp IBMW <br />in Mthe MN of Week <br />OMs Pallid J Saw <br />Liam W. 2004 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS <br />LL., LLC. <br />1300 WELLS FARO hUlA <br />7900 MUM AVBAB SWAP <br />BIOOMNBICN,IB 8431 <br />M: TP3i183FM. <br />PR 932 02101 <br />PROJECT: <br />LEGACY <br />TOWNHOMES <br />LEGACY <br />AT <br />WOODS <br />EDGE <br />MINNESOTA <br />LOBO 1/JS <br />MINNESOTA <br />ISSUE: <br />12/23/05 PREM. STE PLAN <br />3/10/08 CITY SUBMTAL <br />`.. REV. THIS 9'IEET <br />ONO REV. THE; SHEET <br />SHEET TITLE: <br />PRELIMINARY <br />SITE DETAILS <br />SHEET NUMBER: <br />C6.1 <br />