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© 2015 Westwood Professional Services, Inc. <br />C/L <br />P/L OUTLOT P/L <br />VARIES VARIES <br />12.0' 1 12.0' <br />4" TOPSOIL & SOD BOC BOC <br />2 N % 2�% <br />2.5% 2.5 <br />1.5:1 SLOPE <br />(TYP-) <br />SURMOUNTABLE SURMOUNTABLE <br />CONC. C. & G. CONC. C. & G. <br />PROFILE GRADE <br />GRADING GRADE <br />21.5" (SEE TYP. PAV. SECTION) <br />TYPICAL SECTION PRIVATE STREET <br />N.T.S. <br />STREET 2 <br />STREET 4 <br />C/L <br />P/L OUTLOT P/L <br />VARIES VARIES <br />12.0' 12.0' <br />4" TOPSOIL & SOD BOC BOC 2q <br />2N 2.5% <br />f- <br />1.5:1 SLOPE <br />(�•) <br />SURMOUNTABLE SURMOUNTABLE <br />CONC. C. & G. CONC. C. & G. <br />PROFILE GRADE <br />GRADING GRADE <br />21.5" (SEE TYP. PAV. SECTION) <br />TYPICAL SECTION PRIVATE STREET <br />N.T.S. <br />STREET 5 <br />8 MAXIMUM X5' METAL OR 2"x2"WOOD FENCE POST <br />\ <br />\ <br />\ <br />\ <br />GEOTEXTILE WI:NETBACKING <br />0 <br />NOTES: <br />1. SILT FENCE SHALL CONFORM TO <br />MNDOT 3886, (GTF 100 OR EQUAL) <br />2. FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />C/L <br />P/L OUTLOT P/L <br />VARIES VARIES <br />14.0 14.0 <br />4" TOPSOIL & SOD BOC BOC <br />2% MIN 2% MIN. <br />2.5% 2.5% <br />1.5:1 7�/ <br />(TYP.) <br />SURMOUNTABLE SURMOUNTABLE <br />CONCPROFILE GR <br />. C. & G. CONC. C. & G. <br />ADE <br />GRADING GRADE <br />21.5" (SEE TYP. PAV. SECTION) <br />TYPICAL SECTION PRIVATE STREET <br />N.T.S. <br />STREET 1 <br />STREET 3 <br />1.5" BITUMINOUS WEAR COURSE <br />MNDOT SPEC 2360, TYPE SP <br />TACK COAT, MnDOT 2357 <br />2" BITUMINOUS NON —WEARING COURSE <br />MNDOT SPEC. 2360, TYPE SP <br />8" CLASS 5 AGGREGATE BASE <br />10" SELECT GRANULAR MATERIAL <br />APPROVED SUBGRADE <br />TYPICAL PAVEMENT SECTION <br />NO SCALE <br />�. MAY, 2013 (( <br />SILT FENCE <br />c 1 T o f ROCK CONSTRUCTION MAY, 2013 <br />KE GEN-16 IN KE F <br />ENTRANCE GEN-17 <br />Westwood <br />Phone (952) 937-5150 7699 Anagram Drive <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />I hereby certify that this plan was prepared by me or under my I Revisions: <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota <br />Francis D. Hagen II, PE <br />Date 04/21/16 License No, 17716 <br />FLAIL <br />RFLOW #1—CENTER OF FILTER ASSEMBLY <br />D" FILTER ASSEMBLY <br />/ERFLOW #2—TOP OF CURB BOX <br />7 HIGH —FLOW <br />HIGH —FLOW FABRIC — <br />WIMCO MODEL # CG-3067 HIGH —FLOW <br />INLET PROTECTION OR APROVED EQUAL <br />CURB AND GUTTER INLET PROTECTION <br />NO SCALE <br />OPENING FOR LARGE EVENTS <br />APPROVED MnDO1" SICK FENCE FABRIC <br />FASTEN TO STAKES 2' O.C. <br />PERFORATED WALL <br />T <br />SILT FABRIC TO BE WRAPPED <br />AROUND SOB IF NEEDED <br />INFRASAFE SEDIMENT CONTROL BARRIER <br />TOP VIEW ROYAL ENVIROMENTAL SERVICES OR AN CROSS SECTION VIEW <br />ENGINEER APPROVED EQUAL. <br />WE �LA AD <br />B FF R <br />INpI <br />MOWING <br />ALuOV1►ED <br />�1 <br />�1 <br />1� <br />Tr <br />r <br />IT <br />x <br />qq <br />SPECIFICATIONS: <br />MONUMENT <br />CONSISTS OF A POST AND A WETLAND BUFFER SIGN <br />WETLAND BUFFER SIGNS <br />MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH <br />NON —REMOVABLE SCREWS OR RIVETS SIZE: 12" H x 8" W <br />ALUMINUM. SHALL BE 5052—H38 OR 6061—T6 ALLOY. GAUGE <br />SHALL BE 0.080 <br />POST MATERIALS <br />4" X 4" SQUARE <br />TREATED WOOD OR OTHER CITY APPROVED MATERIAL <br />COLOR <br />COLOR SHALL BE GREEN LETTERS ON <br />WHITE BACKGROUND. <br />POST INSTALLATION <br />MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT <br />LEAST 42 INCHES N THE GROUND INSTALLED AT EACH LOT LINE <br />WHERE IT CROSSES A WETLAND BUFFER WITH A MAXIMUM <br />SPACING OF 300 FEET BETWEEN SIGNS ( IF NO BUFFER IS <br />REQUIRED THE MONUMENT SHALL BE AT THE EDGE OF THE <br />WETLAND). <br />PLACE ADDITIONAL POSTS AS NECESSARY <br />TO FOLLOW BUFFER CONTOUR LINE <br />R/W R/W <br />O W.M. SAN. STORM <br />ELEC. <br />10' MIN 10` MIN <br />NOTE: MINIMUM R/W <br />CROSSING DEPTH 30". <br />URBAN STREET NON —URBAN STREET <br />PRIVATE UTILITIES PRIVATE UTILITIES <br />2.5` 1' <br />CURB 30-36' I CURE48 > I 36 I— CURE <br />00 O <br />6 I TEL. O� 42-48" �COM. GASI12" MIN. <br />6 0 GAS L O J <br />ELEC. ELEC. T.V. TEL. <br />COMMON TRENCH <br />24-30" <br />p = WARNING TAPE OVER UTILITY <br />I <br />I MAY, 2013 <br />c i T, CE61; <br />UTILITY LOCATION <br />IN <br />GEN-11 <br />4' MIN. <br />2. l MAX, 6 —� VARIES <br />2% MAX 4% TYP <br />4"TOPSOIL &SOD <br />INSET A <br />DITCH AS REQUIRED <br />FOR DRAINAGE <br />LCONCRETE WALK (MnDOT 2521)* <br />4" AGGREGATE BASE, CL 5 <br />24" APPROVED SUBGRADE <br />INSET A <br />REAR YARD INLET PROTECTION H <br />*MINIMUM CONCRETE WALK THICKNESS IS <br />NO SCALE 4". CONCRETE WALK SHALL BE A MINIMUM <br />OF 6" THICK ACROSS ALL DRIVEWAYS, IN <br />AREAS WITH REGULARLY SPACED <br />DRIVEWAYS, OR AS DIRECTED BY THE CITY <br />ENGINEER. <br />MAY, 2013 MAY, 2013 MAY, 2013 <br />INLET PROTECTION WETLAND BUFFER SIGNS <br />C CONCRETE WALK <br />C I T O F GEN-19 GEN-22 I GEN-10 <br />INIECIN KEO <br />LI�,KcI I <br />�N KES <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />FM R Prepared for: <br />DIG DR Horton, Inc. - Minnesota <br />Drawn: DWR <br />20860 Kenbridge Court, Suite 100 <br />ReCOrd Pmmdn by/date Lakeville, Minnesota 55044 <br />�•\nFipn C\I fnn I aYaAfGMf.FN_1 n Awn MMwI ]lil�n� i'1;A�a� PM <br />Woods Edge <br />Lino Lakes, MN <br />0005341 DTP02.dwg <br />Date: 04/21/16 Sheet: 9 of 9 <br />Details <br />