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( <br />1 Submittal: <br />( <br />ORAINTILE <br />C'OUN T Y <br />CONDEMNATION <br />S89 °22 445 "W 727.06 <br />N89 042 13/ 1 E 1306.53 <br />ARY HIGH WATER LIN <br />LoUCKS <br />ASSOCIATES <br />Planning • GNI Engineering • Land Surveying <br />LaWkcepeAlcN1MWe • Environmental • ArChaeda8r <br />7200 Hemlock Lane - Suite 308 <br />Minneapolis, MiNnesob ST369 0392 <br />Telephone: 17431424 -9940 <br />Fax 176314243822 <br />wewwJaudontclagancom <br />$21X3 <br />1 Project Name: <br />Outlot A <br />WETLAI'1 <br />PHEASANT HILLS <br />PRESERVE <br />12TH ADDITION <br />VY DUTY SLT <br />BE INSTALLED <br />ASS GRADING <br />NCE <br />AFTER <br />RETAINING WALL <br />,/'"'. MEA1%Y"Dl{TY SILT <br />Lino Lakes, Minnesota <br />1 Owner /Developer Name: <br />ED VAUGHAN <br />• <br />1432 Pheasant Hills Drive <br />Lino Lakes, MN 55038 <br />SILT FENCE <br />NORTH <br />RETAINING WALL <br />1 CADD Qualification: <br />rum e. P.eea Mm. Ce mww40 1001. <br />burs 4delra�ab NY g... c.o. <br />r mtl Nn .3..r P.Iw.. r roles . ar PielPa <br />dbe.n.*1... ats onem PNn.n Aal..wP...pwa <br />6 ea ewe. a.am wPl.sdscvo'"'nr+D <br />On n kr Won*n*at DOD Whl0w.wr..s.rd <br />r.ar...dlena.eaalw. Mee , 0O11.6armob <br />bnetlw.A0M4tln,pnsrS4.4 . AYale <br />RETAINING <br />PEI'mEMry@OApplowi <br />ORDINARY HIGH WATER LINE <br />GRADING /EROSION CONTROL NOTES: <br />1. WHERE SOIL CORRECTIONS AND /OR FILLING OCCUR WITHIN THE STREET RIGHT -O' -WAY, THE <br />BACKFILL MATERIAL SHALL BE COMPACTED TO 952 OF THE STANDARD MOISTURE DENSITY <br />RELATIONSHIP OF SOILS EASTN 0- 698 -70) EXCEPT THE TOP THREE FEET (39 of THE DAM- <br />FILL WHICH SHALL BE COMPACTED TO 1002 DENSITY. AN INDEPENDENT TESTING FIRM SHALL <br />TEST THE STREET SECTION IN FILL AREAS AND PROVIDE THE RESULTS Or THESE TESTS TO <br />THE CITY, ENGINEER AND THE CLIENT. <br />2. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES <br />AND SHALL MAINTAIN SAID FENCE FOR THE DURATION OF CONSTRUCTION ACTIVITIES. <br />3. THE CONTRACTOR SMALL LIMIT )412 ACTIVITIES TO THE GRADING UNITS SHOWN ON THE <br />GRADING PLAN ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE LOCAL ORDINANCE. <br />4. THE CONTRACTOR SHALL INSTALL SNOW FENCE, AS DIRECTED BY THE ENGINEER, TO PROTECT <br />TREE ROOTS <br />5. THE CONTRACTOR SMALL SCHEDULE 1415 OPERATIONS TO 141011412E THE DISTURBED AREA AT <br />ANY GIVEN TD€. <br />6. ALL DISTURBED NON - STREET AREAS SHALL BE RESTORED WITH A MINIMUM OF 4' TOP SOIL <br />AND SEED OR SOD. AS DIRECTED BY THE ENGINEER, WITHIN 72 HORS OF COMPLETION OF <br />THE GRADING ACTIVITY IN THAT PERTICULAR AREA. <br />A. ALL SEED. 50D. MULCH AND FERTILIZER SHALL CONFORM VITM THE FOLLOWING <br />114 /DOT SPECIFICATIONS, AS MODIFIED BELEM <br />ITEM SPECIFICATION NUMBER <br />50D <br />SEED <br />MULCHETYPE 1,0155 ANCHORED) <br />FERTILIZER <br />GENERAL PLACEMENT <br />3878 <br />3876 <br />3882 <br />3881 <br />2575 <br />B. S00 SHALL DE PLACED BEHIND CURB OMEAOIATELY FOLLOWING THE BACKFILLING <br />UNDER CITY STREET AND UTILITY PROJECT. <br />C. THE SEED MIXTURE SHALL CONSIST OF A 1414/007. TYPE 500 UNLESS NOTED ELSE- <br />WHERE ON THE PLAN. <br />7. FOLLOWING STREET CONSTRUCTION. THE DEVELOPER SHALL CLEAN THE STREETS ON AN ON- <br />GOING BASIS AS REOUIRED BY THE 2111. <br />8. UNLESS OTHERWISE NOTED. THE SLTATION PONDS ARE TEMPORARY, AND SHALL BE REMOVED <br />AND RESTORED TO THE ORIGINAL CONTOUR BY THE DEVELOPER FOLLOWING THE PERMANENT <br />ESTABLISHMENT OF TURF ON 755 OF THE DRAINAGE AREA THE PONDS AND POND OUTLETS <br />SHALL BE CONSTRUCTED UNDER T146 GRADING CONTRACT. <br />9. RIP -RAP SHALL BE PLACED AT ALL S(O211 SEVER OUTLETS UNDER THE UTILITY CONTRACT <br />AND SHALL CONFORM 141TH APPLICABLE CITY AND WATERSHED DISTRICT STANDARDS AND <br />SPECIFICATIONS <br />10. VERTICAL GRADING TOLERANCE SMALL BE WITHIN 22 FEET or THE CITY APPROVED <br />GRADING PLAN <br />11. ROCK ENTRANCE PADS CONSTRUCTED AS PART CV EACH.H1311E CONSTRUCTION <br />ID. 3. OF SELECT GRANULAR UNDER NURP /INFLTRATION POND <br />13. DOWN SPOT GUTTERS WILL BE DIRECTED AWAY FROM DRIVEWAYS AND TO PERVIOUS AREAS <br />TO ALLOY INFILTRATION <br />14. DEPRESSIONAL RAIN GARDENS CONSTRUCTED AS NEEDED FOR EACH LOT. <br />FIELD STONE RIP RAP MOM 3001 CLAYS • <br />1014 -SITE MATERIAL IS ACCiPTAI D <br />TYPICAL <br />5LOPE <br />B <br />OVERFLOW <br />ELEV. 1700A <br />GEOTE0(110 FABRIC 101JD3T 3733 TIPS 3 <br />RIP RAP SUPPORT <br />BURIED BOULDERS 40' 4410. <br />DIAl1ETER. BURY WM 30' <br />SECTION AA <br />MELD STONE RP RAP /MOOT 3601 CLASS • <br />WN -SITE MATERIAL 1S ACCEPTABLE, <br />2. STAPLE VIRE mom 10 <br />104 POSTS <br />1 Professional Signature: <br />I <br />LOWEST BASEMENT OPENING =889.6 <br />LOWEST BASEMENT=888.6 <br />Mr. mt. Mel dWplan. apeoRlolke wpeer= <br />mewed I ebAy Wowed P�wfad n 07440 under 0.03 <br />of MASER* OM0 10. <br />Hord surlaz• <br />DNR PROTECTED ELEV = 883.7 <br />100 YR ELEV =887.6 <br />LOWEST BASEMENT OPENING =889.6 <br />LOWEST BASEMENT =888.6 <br />public road. <br />License No. <br />Dab <br />1 Quality Control <br />DAS <br />Rwaw Oa. <br />DAS <br />1 Sheetlndem <br />0. ATTAIN THE 111110 1011114C <br />10 TM 01410 1(420 MNN <br />Ca1EX0 IT 010 THE TRENOL <br />ELEV. 3890 <br />5(0104TAE FABRIC 141007 3733 TSIE 3 <br />SECTION BB <br />EMERGENCY OVERFLOW <br />N. 1AI61LL me =MGT <br />TM SOIL. <br />SILT FENCE <br />51111°4 <br />CONSTRUCTION OF A SILT FENCE <br />SILT FENCE MAINTENANCE PROGRAM <br />1' to 2' Washed rock <br />- <br />Rock size should be 1' to 2' in sice <br />sucl as MnOOT CA-I or CA -2 tours. aggregate. <br />A g:ate.tile fabric boy be used under the rock <br />to eeeee 1 migration of the underlying soil <br />into the atone.. <br />ON TOLE SHEET <br />G -1 ETGIINGCONO0IONS <br />C2.1 SIRE LAYOUT <br />C3•1 GRADING, DRAINAGE & EIORON CONTROL <br />C41 UTILITY NAN <br />0-1 DETALNAN <br />L WSPCC1131 - SILT 1CREES SMALL r RESPECTED 1I0E0141CL1 KICK CAW 104x04. <br />RE0 AT LEAST DAILY DR.103.34[0 RAIMPN ROMEO wo EO ROWS SMALL <br />Nu0 '.1[00010.1. <br />a *00140EN011 - rkiC Sx414. DE REPLMCO PROMPTLY 1004 IT ICEMPOSES 02 8CI113 <br />MOTECTIVE WOE TIE WI DR 0 M LONGER MESS.. <br />3 SEDDER1 REMOVAL - SDOENT "MOTS SNQILD RE RIVED AMR EACH SICEb E000T. <br />THEY OUST BE REMOVED MON DEPOSITS MA APPROXIMATELY 0x4100 M <br />5 E NOME Er <br />T CK HE WIMP. <br />ROCK ENTRANCE TO CONSTRUCTION SITE <br />PLYCS ITE. <br />1 Sheet Title: <br />STPDP <br />GRADING, DRAINAGE & <br />EROSION CONTROL PLAN <br />rProject No.: <br />PDT* Pa7.1.1. 0011 miasma mime GPM <br />CATCH BASIN SILT PROTFCTION RAI FG <br />911331 <br />I Sheet No.: <br />C3 -1 <br />