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R/W <br />2X <br />10 <br />CONTRACTOR TO PNONOE UTRJIY <br />CONDUITS AT LOCATIONS TO BE <br />DETERMINED BY 91111 UTUI1ES <br />(INCIDENTAL) <br />• SEE GRADING PLAN FOR <br />BOULEVARD GRADES ADJACENT TO <br />NET.11105 <br />50' RIGHT OF WAY <br />R/W <br />30' BACK- OF -01RB TO BACK-CF CURB <br />15' TO BACK OF CURB <br />2.05 <br />15' TO BACK OF CURB <br />2.05 <br />D412 CONCRETE <br />CURB 11 GUTTER (TYP) <br />INSTALLATION CF YN. 4• 0.A55 5 <br />GRAVEL (1005 CRUSHED) UNDER CURB <br />INCIDENTAL TO CURB INSTALLATION <br />(TIP) <br />EDTYPICAL ROAD SECTION <br />N.T.S. <br />1.5' NEARING COURSE <br />TYPE 5P125 NEARING COURSE MIX (3,C) 5PNE834011 <br />— TACK COAT <br />2' NON- WEARING COURSE <br />TYPE SP1191323011 <br />e' 4155 5 GRAVEL (1000 CRUSHED) <br />APPROVED GRANULAR SUBBASE <br />(TO BE OEIERMNED BY GEOIECNMCAL DIM ON) <br />10' <br />4' MN. TOPSOIL - <br />5EE0 AND MULCH RIGHT -OF -WAY. <br />E011110 WRE MLRN INTO <br />TENCH <br />SUPPORT POST ANCHORAGE <br />IN -9N SOIL <br />OSILT FENCE <br />N.T.S. <br />ELEV- 896.25 <br />2' X 2' ROOD OR STEEL POST <br />Y -r 0.0 <br />TALE 9131 REINFORCEMENT, STD. FIELD <br />FENCE MN. 30' HIGH, MAX 9E91 <br />SPACING OF 8' AND MIN. 14-1/2 <br />GAUGE WRE IS OPTIONAL <br />GEOTEXDLE FILTER FABRIC - OVERLAP 8' <br />AND FASTEN AT 2' INTERVALS LAY <br />FABRIC IN TRENCH. <br />FABRIC ANCHORAGE TRENCH. <br />BACOIL TRENCH WTH TAMPED <br />NATURAL SOL <br />BOiESL <br />1) N1RE MESI 15 NOT REOUIREO. <br />2) CONTRACTOR 15 RESPON3BLE 109 <br />REAHOV 1. OF ALL 1100909 CONTROL <br />MATERIALS FOLLOWNG TURF <br />ES1ABU91MENT. <br />TOP WALL= 896.00 <br />INV 893.00 <br />GALVANIZED ORATE <br />ELEV= 898.00 <br />4' 0 ORIFICE <br />INV 884.00 <br />POND NNL- 893.00 <br />INV 880.00 <br />POND OUTLET SKIMMER <br />OW/ WEIR WALL AND SUBMERGED INLET <br />N.T.S. <br />DEFLECTOR PUTS <br />1/2'R <br />/7' WHEN ADJACENT SURFACE 15 BITUMINOUS - <br />NNEN ADJACENT SURFACE 15 CONCRETE <br />USE SAME THICKNESS AS 9AB. <br />3 /4'/FT. <br />Y. <br />24 <br />1 <br />1 /YR <br />D412 CONCRETE <br />OCURB & GUTTER <br />OVERFLOW Q CENTER OF FILTER ASSEMBLY <br />OVERFLOW Q - TOP OF CURB BOX <br />10' 011ER ASSEMBLY <br />CURB <br />HIGH -FLOW FABRIC <br />MIRAF1 FF101 <br />WIMCO INLET PROTECTION <br />N.T.S. <br />II <br />ivjF- <br />DETAIL 'A -A' <br />58'9 O.D. <br />SEE DETAIL 'A -A' <br />1 /4'x1' FLAT SILK <br />HINGE ASSEMBLY <br />MINIMUM OF 2 HINGES <br />REWIRED <br />(4) 1/2'0 -13 UNC HEX <br />HEAD STAINLESS SIL Bats <br />MTH NUTS AND WASHERS <br />1/2' STL PLATE <br />.•II \N • <br />i0!. WMMN�OA <br />MW <br />• LTC WMM. MCI • <br />-.Illl0•.i <br />5/8'9 SMOOTH 8ND. STOCK <br />4 0.G 00111 WAYS <br />5?0 (2) PIECE 5/8' ROD <br />POND SKIMMER ORATE <br />GRATE NOTES. <br />1) GRATE TO BE MADE IN TWO (2) PIECES <br />2) ALL METAL SHALL BE HOT -0PPED GALVANIZED <br />ED GALVANIZED GRATE <br />N.T.S. <br />NEENAH R- 3067 -V <br />TOP OF SHELF- 894.00 <br />N%1= 893.00 <br />N.T.S. <br />A <br />2' <br />LOT NO <br />DRAINAGE k U11UTY <br />EASEMENT <br />SURFACE DRAINAGE <br />FINISHED GRADE <br />AT REAR OF HOUSE <br />RECOMMENDED HOUSE TYPE <br />SEW.O. - SPOT -ENTRY <br />WALK -OUT <br />W.0. - SPLIT ENTRY <br />PROPOSED ELEVATION AT <br />GARAGE DOOR (FRONT) <br />R/W <br />STREET <br />EDTYPICAL LOT LAYOUT <br />MUTE& <br />RP -RAP SHALL BE HAND PLACID. <br />FILTER LATER AND FABRIC ARE <br />NCWEIOAI TO RP -RAP. <br />50 <br />USE EQUIV. P <br />FOR ARCH PIPE <br />DITO1 OR BASIN GRADE <br />6' GRANULAR FILTER LATER <br />GEOTEX1ILE FILTER FABRIC <br />SECTION A -4 <br />RP -RAP WARMES C.T. <br />12' 4 24' 10 42' 23 <br />15' 5 zr 12 48' 29 <br />18' 6 30' 14 54' 34 <br />21' 8 38' 19 60' 39 <br />EDRIP -RAP AT PIPE OUTLETS <br />N.T.S. <br />INFILTRATION <br />SHELF <br />10:1 BENCH <br />N.T.S. <br />IN -9TE SOILS <br />(WN. 700 GRANULAR) <br />OPOND INFILTRATION SHELF <br />N.T.S. <br />J.A <br />PROPERTY UNE <br />INDICATES PROPOSED <br />LONEST FLOOR F1EV. <br />INDICATES <br />DROPPED GARAGE <br />SUGGESTED <br />GARAGE LOCATION <br />1 -1/2' - 3" <br />CLEAN WASHED ROC( <br />ROCK CONSTRUCTION <br />OENTRANCE <br />N.T.S. <br />RANT MATERIAL TOLERANT OF NUNDATION AND DROUGHT <br />(NAIVE PLANS RECOMMENDED-91E TABLE AT RIGHT) OR <br />USE Mn00T SEED MIX 328 (APPLICATION RA1E =88 <br />IBS /ACRE) - PLANTINGS RECOMMENDED OVER SEED MIX <br />ER090N CONTROL BLANKET SUITABLE FOR SEEDING (EG <br />STRAW - COCONUT BLANKET) <br />4" TOPSOIL 4110 MN. 50S GRANULAR MATERIAL <br />INFILIRATON SHELF NOTES <br />1. CONTRACTOR TO MARK -OFF INFILTRATION SELF AREA W/H $T <br />FENCE OR OTHER VISIBLE MARINER. <br />2. NO MINING OF SANDY MILS IN AREA INDICATED <br />3. MIN69ZE COMPACTION BY U9NG LOW- IMPACT EARTH MOVING <br />EQUIPMENT (EC. WOE TRACK OR MAR91 TRACK EQUIPMENT OR UGNT <br />EQUIPMENT W111 TURF-TYPE TIRES) IN 941! AREA <br />4. FINAL (RAGE SHELF ONLY UPON STABIUZATIOI OF UPSTREAM <br />ORAINACE AREAS <br />S ALLEVIATE ANY WMPACTFD SOILS IN SHELF AREA BY U980 A <br />PRIMARY IIWNG OPERATION 9.101 AS A 01191 ROW, RIPPER OR <br />SUMMER ID 8' MN. OEP1H PRIOR 10 PLACING <br />DETAILS <br />SADDLE CLUB P.U.D. <br />DRAWN BV: DESIGN BV: <br />C.M. C.W.P. <br />CHCKD BY: PROJ. NO. <br />C.W.P. 131414 <br />ORIGINAL DATE: <br />OCTOBER 14. 2013 <br />REVISION DESCRIPTION <br />0 <br />SADDLE CLUB P.U.D. <br />0 <br />PREPARED FOR <br />DUPONT <br />HOLDINGS, LLC <br />its <br />SITE PLANNING <br />8 ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />0775 LANE DRIVE <br />SUITE 110 <br />LINO LAKES. MN 55014 <br />PHONE: (651) 361.8210 <br />FAX. (651) 361-8701 <br />C3 <br />