04/24/2006 Council Packet - Laserfiche WebLink

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' vi f Ri__ •� NN ,:: 1...{'•'(1`0'. t 1 1102 . 901 e 3:1 VARY SLOPES ' -`P+ -" 899 -J :.• a) ,d L•gP0:•• • 7T:AINNOi UIT 1 1 . REI • •) ,Y •: ,ALL . i 7' /.•` ii fi \ :••. 1 It - �� -----= • I � s�1.c•�.�v VIII 4.j li �!t 11 = �ISEN;i 902 906 �iAli: T F1.a. T ION , •It ... • • /N r. ,', •w i ,��•'�',i°A ;Nib«:... • �y �. �. '`y�.+I � },.9'•1'{.'4 : i :! ! f� 40�: • -tits ror- Trim NTE 'HCE k riNqf 1[uI • J' ®It /FX iG ,,.../,'.. �rP 'ter!' K`( F`T \ P:L ksIN T. y 1'...!.. I� i.: f4.. , \ • • -_ • . L.,.• +�Y' 64f• -�y:'cti 4"o'. ^1 `. 'Q ' `.` • k 31igi'Fv' _ r; _r \',/ .4:7,...,7 C.., •.91. • ... `we:.. {..{ -i.. 'c 1 „°i � � l K(-4. 4. el • ,{%.. C' : rim',-,. I , s \ e'P • .R L GRADING NOTES 000105E0 CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE TOP AND BACK OF CURB. FASTING UTILITIES 50004 ON THESE PLANS ARE BASED ON RECORD ORAV.GS AND. WHERE POSSIBLE. MEASUREMENTS 1ANEN IN ENE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS RENO EXACT OR CON 5010 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY CO1PANES AT LEAST AB NOUR5 PRIOR TO EXCAVATION, TO REOVE51 EXACT FIELD LOCATION OF UTILITIES THE CONTRACTOR 15 RESPONSIBLE TOR RELOCATING ALL ER511NG UIIUTIES BIRCH CON1UCT NTH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS CONTRACTOR TO CALL GOINER STATE ONE CALL (1- 800 -255 -1185) 46 HOURS PRIOR TO EXCAVATION FOR LOCATIONS OF uTIUTIES. CONTRACTOR REDUNED 10 PROTECT THE TREES TO BE 50000. SHOULD ANT PORTION O THE TREE BRANCHES RCOUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EOOPUENT, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TRMUNG SERVICE 10 1RNN THE TREES SHOULD THE CONTRACTOR'S OPERATIONS RESULT N THE BREAKING OF ANY LIMBS. THE BROKEN U485 SHOULD BE REMOVED W *501ATELY AND CUTS SHALL BE PROPERLY PROTECTED TO 41NRU2E ANY LASTING DAMAGE NO TREES SHALL BE REMO*0 MTH0*1 AUTHORIZATION BY THE ENGINEER. COSTS FOR 1RW4IN0 SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD SUFFICIENT TOPSOIL TO R00v00 A MNNUM FOUR INCH DEPTH TO ALL DISTURBED AREAS TO BE 5000ED OR SEEDED. NE FNI5NED BUILDING SOBORAOC ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FEET *BOW DR BEL00 THE PR0005ED ELEVATION. STREET at PARKING AREA 5U8GRADE ELEVATION SHALL NOT VAR,. BY MORE THAN 005 FEET ABOVE OU BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL BE GRADED TO TITNN 0.10 FEET OF THE REQUIRED ELEVATION UNLESS DIRECTED 01HE0MSE 8Y THE ENGINEER. TOPSOIL SHALL BE GRADED TO *91HN M INCH OF ME SPECIFIED THICKNESS THE CONTRACTOR SHALL COMPLY MM THE REW0EUENTS OF THE RNNNE501* POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (WOES) PER14I1, CONTRACTOR. SHALL BE A CD- APPULANT MTH THE 00HER. THE CONTRACTOR SHALL COMPLETE THE REWIRED INSPECTION REPORTS AND BE RESPONSIBLE FOR 4AINTEN*4CE OF THE EROSION CONTROL DEVICES TOLERANCES 1. THE BUILDING SUBGRADE CRASHED $MFACE ELEVATION SHALL NOT VAR1 B1 MORE 704.N 0.30 FT. ABOVE. OR 0.30 FT. 854.00, THE PRESCRIBED ELEVATION AT ANY POINT 55ERE MEA5U8E4ENT 15 MADE 2. ME STREET OR PARKING AREA SUBFAADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 01 /8OK. OR 0.T0 FT BELOW, THE PRESCRIBED ELEVATION OF ANY PONT WHERE MEASUREMENT 15 MADE. 3. AREAS MUNCH ARE 70 RECEIVE 1OP50R SHALL BE GRADED TO MTNN 0.30 FT. ABOVE OR BELOW THE REWIRED ELEYA7ION. UNLESS DIRECTED OIHERMSE BY /NE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR NNUS 1! INCH OF THE SPECIFIED THICKNESS 4A4N1ENANCE 1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC ANO ER0909, AND KEEP AREA FREE OF 1RASN AND DEBRIS 2. CONTRACTOR SHALL REPAIR AND REEST*BUSN GRADES IN SETTLED. ERODED ANO RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REWIRED. AND DURING ME WARRANTY PERIOD, ERODED AREAS WHERE NM S TO BE ESTABU5NE12. SHALL BE SEEDED ANC MULCHED. 3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERA00N5 OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE. RESHAPE A140 COMPACT TO 0(0540EO 0(N91Y PBOt TO FURTHER 00145T91011041, AFTER 51TE GRADING IS COI0PLEIED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL (KIPS. THE CONTRACTOR SHALL TRANSPORT ALL EXCESS MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR. OR BIPORT Su11ABLE MATERIAL TO 100 SITE. A v1000 FIBER BLANKET SHALL 80 FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 311. 774E CONTRACTOR SHAtl COMPLETE DEWA7ERN0 AS REWIRED TO COMPLETE THE 910 GOADING CONSTRUCTION. LIE CONTRACTOR SHALL COMPLY MM NE REOUIRE9EINT5 OF 774E *01NE5010 POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT 0SCH*RGE EU0NATION SYSTEM (4POES) PERMIT. THE CONTRACTOR SHALL BE REWIRED TO BE A CO- APPLICANT MTN THE OWNER. ME CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS. 174E CONTRACTOR WALL BE RESPONSIBLE FOR 4NNTENANCC OF THE EROSION CONTROL DEVICES A COPY OF THE RERUN' CAN BE OBTAINED FROM THE ENGINEER. ALL IAATCH POINTS ANO PAVEMENT PATCHES TO BE SAWCUT AT FULL DEPTH `=3, f k NQv ' 2005 crr 'OaFF a STORM DRAIN NOTES CATCH BASINS SHALL NOT BE BACKFILLED UNTIL FABRIC TRAP I5 INSPECTED BY THE 01Y. TRASH GUARDS SHALL BE PLACED ALL STORM DRAINS AND CLLVTRTS. PRO10E CLASS a RIPRAP RATA FILTER. FABRIC FOR ALL POPE OUTLETS. THE LAST THREE SECTIONS OF CONCRETE PIPE SHALL BC TIED. NCLUDN0 APRON, FOR CONCRETE PIPE LESS THAN 45 -INCH DIAMETER. ALL SECTIONS SHALL BE TED FOR CONCRETE PIPE OP 4B-INEN DIAMETER OR LARGER INFILTRATION BASIN NOTES GRADING 5E0UENCE - ROUGH GRADING SMALL BE DONE IN CONJUNCTION MTH THE REST OF 774E SITE. EXCAVATE WHIN S 0.3. OF FINISHED GRADE. 081,) LIGHT DR RUBBER -TIRED EONPNENT. FINAL GRADING OF BASIN SHALL BE DELAYED LN10. RE0AINOE8 OF SITE S FINISH GRADED AND SEEDED. NO OVER- 105*0*TION OF BASIN AREA 15 ALL09.E0 AFTE0 FINISH GRADING. TILL THE BASIN FLOOR TO A 4NI4U4 DEPTH OF R INCHES 41X TOPSOIL NTH ON -5115 SANDY SOILS N A RATIO O 50/50. 00 AS DIRECTED BY ME ENGINEER. NO FDUIP4ENT MAT BE DRIVEN ACROSS THE BASIN FL00R AFTER GRADING AND TURF ESTABLISHMENT OPERATIONS ARE 0OM0LETE. (ROSION CONTROL. - PLACE SILT FENCE AROUND BASK( AREA IM MEDIATELY AFTER ROUGH GRADING IS FINISHED. MAINTAIN UNTIL FINISH GRADING AND TURF ESTABUSNUENT WORK 15 DONE AND VEGETATION 15 ESTABLISHED ARG GROMNG. TURF ESIABLISNUENT - SEED MTN CITY APPROVED WXTME, N ACCORDANCE MN 01) REDUAELIENTS VEGETATION N PON05 AND NPLINATI0N AREAS SHALL BE RESTORED MIN DEEP - ROOTED NATIVE VEGETATION (MN/DOT MIX 310NNT OR SUITABLE WETLAND SEED EQUIVALENT), RE- L5CETATION SHALL CO THENCE MINN 4 DAYS OF FINAL GRAONNG. MANAGEMENT PONDS SHALL BE SEEDED MIN NN00T 41X 270 PER 174E MNOOT 2001 DISTRICT SEEDING REC0u4ENDA110H5 PU8LICA70N MEANS AND MET11005 OR EOUAL APPRROVED BY A LANDSCAPE ARCHITECT PRIOR TO THE PURCHASE AND N5IALLAI90N EROSION CONTROL NOTES ALL (005101 CONTROL MEASURES MUST BE NSTAL(EO PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND eE MANTANED UNTIL ALL DISTURBED AREAS ON THE SITE NAVE BEEN RESTORED. 109PORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING CONSTRUCTION (SEE DETAIN.). SEDIMENT SHALL BE REMOVED FROM ALL 500)0(87 CONTROL MACES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY 1771 PERCENT. A STADIUM CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF 080.ECT. ALL SLOPES 11 OR STEEPER. NOT 10 BE 500DED AND GREATER THAN EIGHT FEET IN HEIGHT. SMALL HAVE EROSION CONTROL FABRIC INSTALLED. CONTRACTOR SHALL SEED AND 4ULM ALL DISTURBED AREAS NOT TO BE SODDED. SEEDING SHALL BE PER 4n001 SPECIFRATIOH 3076 APPLIED AT A RATE OF FIFTY POUNDS PER ACRE. WHO IN Pap AND 1001119 ARON AREAS SHALL BE IOXTURC 510NWT (NATIVE WET TALL) IN ACCORDANCE MTN Mn00T SPECIFICATION 3870 APPLIED AT A RATE OF 82 POUND* PER ACRE. MULCH SHALL BE PER MADOT SPECIFICATION 3982 TYPE 2. THE MULCH SMALL BE APPLIED N ACCORDANCE MTN 904007 SPECIFICATION 2575.3. F1. MULCH TO BE APPLIED AT A RATE OF TWO TONS PER ACRE MULCH SHALL BE ANCHORED M1H A 0955. CLOOBJS701 OR OTHER APPROVED EQUIPMENT. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND 4001 BE RE404(01F DESIGN CAPACITY NA5 BEEN REDUCED BY FCTY PERCENT. LEGEND U. ALL EROSION CONTROL 4E *SURFS MUST BE NSIALLEO PRIOR 10 COMMENCEMENT O GRADING OPERATIONS AND BE uAN1ANED UNTIL ALL DISTURBED AREAS ON 174E 9TE NAIL BEEN RESTORED V. TEMPORARY EROSION CONTROL (HAY BALES OR APPROVED EQUIVALENT) TO BE PLACED MOUND 5100 DRAIN 010551URE5 MUBNG CONSTRUCTION (REFER TO DETAIL). W. =NEW SHALL BE REMOVED 10044 ALL 50311.1E111 CONTROL DEVICES A5 NECEK5MY ANTI MU51 BE REMOVED K DESIGN CAPACITY HAS BEEN 0[00050 BY 501E A. 0.401. * STABILIZED CONSTRUCTION ENTRANCE 5NALL BE INSTALLED AT 174E BEGINNING OF CONSTRUCTION A MANIAINEO FOR DURATION OF 08 Y. ALL SLOPES 11 00 STEEPER, NOT TO BE SODDED AND GREATER 1NAN 8 MET IN REIGN/. SHALL NAVE ER0540N CONTROL PA139I5195101 00 4+.a+ rne K ADO 401:* Was Virr,10 nrru 1) 2I: N 1 Z i1 -1063 cc to 0'CJ W0 i -c` HS- E V I sJAL JAL 1650.001 10/06/05 htn C1.0