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f! jRAL GRADING * FROSI0I CONTROL NOTE& <br />1. SPECIFICATIONS MI CH APPLY ARE THE MOST RECENT EDITIONS <br />OF THE OTT OF UNO LANES AND THE MINNESOTA <br />DEPARNENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY <br />CONSTRUCTION UNLESS 6001FIED HEREIN ON THESE CONTRACT DOCUMENTS. <br />2. IT IS 114E RESPONSIWUTY OF THE CONTRACTOR 70 UTUZE THE <br />'GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS 6(0(00ED UNDER <br />MINNESOTA STATUTE CHAPTER 216D. 46 HOURS PRIER TO PERFORMING ANY <br />EXCAVATION (PHONE 651 -454 -0002 N 114E 71111 CITES METRO AREA 0R <br />TOLL FREE 1- 600 -232- 1166). <br />3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVA110NS OF <br />ALL UNDERGROUND UTUTIES W114 114E RESPECTIVE UTILITY COMPANIES <br />PRIOR TO CONSTRUCTION.: <br />4. ALL COAST UCTON AS CALLED FOR ON THESE CONTRACT DOCUMENTS <br />SHALL BE PERFORMED N ACCORDANCE MTi ALL OSHA REQUIREMENTS. <br />3. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT 70 FINAL PLAT. <br />6. ALL EROSION CONTROL MEASURES CALLED FOR ON 1MESE PLANS AND <br />SPECNRCATDNS, 60404 MAY INCLUDE FILTER FENCE,SEDIMENTATOM <br />BASES OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND <br />SERVICEABLE N 150 FOLLO51N0 CODER AS REQUIRED. <br />a. ROCK CONSTRUCTION ENTRANCES <br />S FILTER FENCE <br />4. TEMPORARY CILVERTS. <br />4 TEMPORARY SEDIMENTATION BASES AND OM1FA L FACILKff3. <br />0 STORM WATER POND CONSTRICTION. <br />L COMMON EXCAVATION 1040 EMBANKMENT (GRACING CONSTRUCTION) <br />9. SEED AND MULCH SEE NOT: 14 ). <br />k STRAW BALE BARR S N GRADED AREAS. <br />L INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEVER <br />CONSTRUCTOR <br />7. GRADING CONTRACTOR SHALL PROVIDE A440 MAMTAM ALL EROSION <br />CONTROL MEASURES AS SHOVE ON THESE PLANS AND SPECIFICATIONS <br />AND IMPLEMENT ANY ADDITIONAL EROSION C014TL0. MEASURES <br />NECESSARY N ORDER TO PROTECT ADJACENT PROPERTY. <br />IL ALL EROSION CONTROL FAOUTCS SHALL BE MAINTAINED BY THE <br />GRADING CONTRACTOR DURING GRADING OPERATIONS ANY TEMPORARY <br />FACILITIES 11104 ARE 10 BE REMOVED AS CALLED FOR ON THESE PLANS <br />AND SPE0FICATIONS SHALL BE REMOVED BY TIC GRADING CONTRACTOR <br />MIEN DIRECTED BY THE ENGINEER. Tiff GRADING CONTRACTOR SHALL <br />THEN RESTORE 1111 SUBSEQUENTLY DISTURBED AREA N ACCORDANCE <br />MN 114.5E PLANS AND SPEONCATWII$. <br />9. IT S TE 6ESPONS 86)17 OF THE GRADING CONTRACTOR ID DISPOSE <br />13FF -91E ALL TREES. STUMPS BRUSH, OR OTHER DEBRIS THAT E95T5 <br />WINN THE CONSTRUCT/ON AREAS. TREES TO REMAIN SHALL BE <br />DESIGNATED BY 111E ENGINEER <br />10. THE GRADING COTNTRACTOR SHALL SCHEDULE THE SONS ENGINEER S0 <br />THAT CERTIFICATION W ALL CONTROI.00 11LL5 CAN BE FURNISHED TO <br />THE OY6NER DURING AND UPON COUPLE71011 OF THE PROJECT. <br />11. DENSITY TE513 SHALL BE TAKEN 70 EVALUATE THE COMPAC110N ROHM <br />TILE STREETS. TRAWL WAYS CO PARKING LOTS 511114 114E UPPER 3 FEET <br />CF STREET SUB GRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS <br />BE NOT MORE TIAN ONE PERCENTAGE PONT OVER THE SOILS STANDARD <br />PROCTOR OPTIMUM MOISTURE CONTENT. AND IHAT COMPACTION TO A <br />ENIAMUM OF 1006 OF STANDARD PROCTOR DENSITY BE PROVWED. N <br />AREAS BELOW THE UPPER THREE FEET OF SBGRADE 01 THE STREETS <br />TRAVEL WAYS OR PARKING LOTS 1NE•OONWACTOR SHALL INSURE THAT <br />All SOILS BE NOT MORE THAN THEE PERCENTAGE POINTS OVER 111E <br />5aL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND THAT <br />C01.PACTIN 10 A MN6W OF 05X OF STANDARD PROCTOR DENSITY BE <br />PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE <br />VANNIN 0.1'4. <br />12. LOT GRADING AND/OR THE PREPARAIKN OF BUE.0NG PADS SHALL EE <br />CONSTRIC1E0 N ACCORDANCE MTH THESE PLANS AND SPECIFICATIONS. <br />114. GRADING 10016444E SHAH BE 0.20.4. ALL EARTHWORK OPERATIONS <br />SHALL 8E PERFORMED N ACCORDANCE 71114 714. IUD -FHA DATA SHEET <br />790 'LAND DEVELOPMENT MN CONTROLLED EARTHWORK'. PROVIDING <br />FOR A MINIMUM OF 903 STANDARD DENSITY, OR AS OT ON= SPECIFIED <br />07 THE GEO- TECHNICAL ENGINEER <br />13. BUILDING PADS SHOWN DAN EACH LOT ARE TYPICAL ONLY. T4. DEPTH 04 THE <br />PAD FROM FRONT TO BACK SHALL LC GRADED THROUGHOUT NE FIR1 6014 <br />OF 114E LOT DR AS NECESSARY 10 AVOW FOR CONSTRUCTION OF A BOLDING <br />AT THE I NAAM 90E YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC <br />SETBACK DISTANCES) W UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED <br />MTHIN A PROPOSED BUILDING PAD THAT CA10101 BE CORRECTED OR <br />REMOVED, T B TIE RESPSONS8UTY 04 111E CONTRACTOR TO NOTIFY <br />1111 ENGINEER 00 TIE CONDITIONS AND TO LOCATE THE MOTS OF 190 <br />UNSUITABLE AREAS. <br />14. UNLESS OTERMSE SPECIFICALLY NOTED, ITC FOL105640 SHE <br />RE- VEGETATION TECHNIQUES SNAU. BE IMPLEMENTED. ALL DISTURBED <br />AREAS EXCEPT SWEETS. SHALL BE COVERED MT( A L9MMUS OF <br />6' TOPSOIL AND SNAIL BE SEEDED MT4 MMOT 4000 MX AT <br />IOOLBS. /ACE. SEEDED AREAS SHALL BE MULCHED 64151 MOOT 11PE 1 <br />AT 2_7014S/ACRE AND A 06C ANCHORED. SEEDING AND MULCHING SHALL <br />BE MT414 2 80045 AFTER EARN MONK OPERATIONS <br />ARE COMPLETED. ALL SLOPES THAT EXCEED 3(14):1 SHALL BE SEEDED <br />201)4 A ROOD FIBER BLANKET. FERTILIZER SHALL B 0-10 DR <br />EQUIVALENT AND APPLIED AT 400 POUNDS PER ACNE. FER1522ER B <br />TO BE INCORPORATED INTO THE TOP 3 TO 4 NOES BY DISONO OR <br />SOME OTTER SUITABLE LEANS. VEEN SEEDING AFTER NOVEMBER 1, <br />CR MIEN TEMPERATURES 00 NOT EXCEED 40 COMM FAHRENHEIT. <br />1HE CONTRACTOR SHALL DORMANT SEED ALONG ALL 0SRRBEO AREAS <br />DORMANT SEED BED PREPARATOA 3EE0M0 RATES AND MULO4 <br />REQUIREMENTS SHALL BE THE SA14. AS 1140SE DESCIBED N INS <br />5EC710N EXCEPT THAT 440 SEED SHALL BE PLACED ON SNOW CR ICE <br />1-001 B GREATER NAN 2 NOTES N DEPTH. ANY SEEDED AREAS M104 <br />DO NOT BECOME ESTABLISHED SHALL BE RE- SEEDED AT 114IN <br />CONTRACTOR'S EXPENSE <br />15. 15 B THE RESVOMSBUTY OF THE CONTRACTOR TO KEEP PU51C <br />STREETS, TRAVEL MAYS, PARKING Lon AM) WARS FREE OF DIRT AND <br />OTHER DEMO EACH RESULTS ERNA SAID GRADING CONSTRUCTON. <br />SPED_ GRA_._0 NOIE1 <br />1. THE EXISTING TOPOGRAPHY AND CO41041R ELEVATIONS ON 141 PLANS <br />WERE PROVIDED BY THE OWNER. THE DECREE OF ACCURACY 04 TIC <br />EXISTING CONTOURS SHORN ON THE PLAN 0 EQUAL 10 4 ONE HALF <br />THE CONTOUR N1E6VAL <br />NOTE: <br />1. THERE SHALL BE NO SLOPES STEEPER THAN 3:1 <br />BENCHMARK <br />FROM OTT OF LINO LAKES: <br />1.) TNH 726 MAIN STREET <br />ELEV. - 916.82 <br />2.) 11414 WEST END UNO LAKES ELEMENTARY <br />ELEV. - 914.96 <br />R <br />5' METAL OR 2•.2'14000 FENCE POST <br />GEOTEX14E MTH NET <br />BACKING <br />OVERLAP IIIROUGH <br />TRENCH. <br />f MW <br />NONE 1 -SILT FENCE EMU. CONFORM TO <br />MOOT 3666. 'TYPE 6. <br />-FENCING SHALL <br />0010IEO ENGINEER. CONTOURS <br />OR M <br />DATE <br />• Irt <br />SILT FENCE <br />W <br />STANDARD ORAWMG <br />DRG <br />COY <br />R/W <br />VARIES <br />14' <br />16' <br />16' <br />14' <br />-4" TOPSOIL & <br />SOD (BY OTHERS) <br />1W(. SLOPE 3:1 <br />WS. SLOPE 2.0% <br />D412 CONC. CURB <br />& CUTTER <br />-13' -2350 TYPE LV 4 8R. WEARING COURSE <br />TACK COAT <br />-Y -2350 TYPE IN 2 OR 3 BIT. 6014-WEA NO COURSE <br />Y AGGREGATE BASE. CL. 5 <br />(PLACED ON APPROYED 319GRADE) <br />24' SELECT GRANULAR BORROW <br />TYPICAL SECTION <br />(URBAN STREET /PERMANENT SECTION) <br />AQUATIC - <br />�- 80604 <br />15' <br />NWL <br />10:1 3 <br />MqX <br />TYPICAL POND CROSS SECTION <br />6" MINIMUM DEPTH <br />1' - Y WASHED ROCK <br />' MNRMUM CUT OFF BERM Sri `"' <br />18 <br />TO MINIMIZE RUNOFF FROM 571E <br />FILTER FABRIC SHALL BE PLACED UNDER ROCK <br />TO STOP AMID MIGRATION THROUGH ROCK. <br />CONSTRUCTION ENTRANCE <br />PROPOSED CGR7oGR -->/.7� <br />6 <br />PROPERTY LINE - <br />SURFACE MANAGE <br />SUMMED GARAGE MX <br />mN <br />aN7cM6c <br />PRIMED 199.096 <br />SKIN <br />920.5 <br />RWO <br />6 926.5 <br />LOT NARHRI <br />926.80 <br />- -- -- <br />34.00 <br />TYPICAL LOT <br />10' <br />C•SMO CONTOUR <br />FNBIRD GRADE ELEVATOR <br />MOWN= HOUSE TYPE <br />screrLAcKTINTaarro <br />man E GRADE <br />I00' STATION <br />TYPICAL DRAINAGE <br />& UTIITY EASEMENTS <br />6/R <br />E%-.W1V7 <br />20' <br />w6u�'I <br />RLO <br />RECOMMD4p•IERUD�g1406111 HYPES fuS <br />�OAIOT 6KA•10n <br />Li�IMRS MIEONRfAO q�.I'�Ypgpi��I Sr.PI. <br />M/ Kam[ A 91WMV1[ O°"" <br />RM3 MI AMR nmo�1m, li, W R... A <br />giFAilu'4' •iYA°T N•6V <br />�6�FANOR IfM1IO� INN 110111. <br />NMM riterm Wi ifoWTO <br />A10Wi•"AWgPMOw R'iW.�el WHN.4 1 RlonN s semi. <br />RECOMMENDED HOUSE TYPES <br />SETBACKS <br />FRONT 30 FEET <br />SIDE (STREET) 30 FEET <br />SIDE (HOUSE) 10 FEET <br />SIDE (GARAGE) 10 FEET <br />--1M I6RFr <br />RAMBLER SECTION (R) <br />00m mat <br />MOMS NNE1 <br />.1 . mom r eAm <br />PAP 6410 <br />1551 ne•1 FAIR <br />RAMBLER LOOKOUT SECTION (RLO) <br />Nom OM <br />~IN •IVOI <br />4W0 <br />PAP 8610 <br />RAMBLER WALKOUT SECTION (REDO) <br />-SEE STREET SEC31014--- 30' <br />MMES 1111414 <br />WW1 NM� <br />50' <br />PAD ELEV. <br />12' <br />HOLD 00RM <br />r 10P504, <br />I <br />LOWEST RB M. <br />," <br />SPLIT ENTRY SECTION (SE) <br />-11 SWAT 1100 i' <br />1000 FINE <br />MOO MAK <br />�1 <br />MD PPM <br />r 1010% <br />APED ND 011. <br />(WARM IMO MESS <br />SPLIT ENTRY WALKOUT SECTION (SEWO) <br />• <br />IVY <br />o <br />▪ ce 5 e <br />• a O <br />v. <br />• Z <br />Qs <br />C 1n g <br />E Z w <br />g <br />E <br />two-ELECT 0ONILL 1A9D0AL <br />w•IL1i <br />W."7°W."8"":"" �T0p <br />i•MTR R4ARL*)DR1O LR 0621051) <br />BUILDING SITE & STREET <br />SUB -GRADE CORRECTION DETAIL <br />O <br />A�y <br />co <br />E- F W <br />9 <br />g3 <br />g <br />041 nig <br />A <br />W <br />A <br />x <br />H <br />x <br />DRAWN BY <br />CMR <br />DATE <br />01/12/01 <br />REVISIONS <br />CAD FILE <br />20196E -G <br />20196 <br />20274 <br />SHEET 4 OF 4 <br />