04/24/2006 Council Packet - Laserfiche WebLink

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NORTHWEST CORNER OF • SOUTHEAST QUARTER SEC 18 THE Sp1 TTHA 8 699 13148'. 900 Ottfl a99— r PP,11POSED •- DRAINAGE R46SEMENT 6 �AIStW DRAINAGE p4 AND I UTIL[i'!' EA SEMF_NT I I FO, ■ PROPOSED DRAINAGE EASEMENT J 1) 9C3 02 J EXISTING BPA INAGE 902 AND UTILITY EASEMENT EXISII14_ DRAINAGE AND UTILITY EASEMENT PROPOSED• DRAINAGE' EASEMENT _ PROPOSED DRAINAGE' EASEMENT PROPOSED ROAD RIGHT OF BEGIN me WAY CONSTRUCTION 900 \� A •"C\ 1 • Y• 0 " G� pe' 0 J �'• SIG 90A a3.5 EX IS ilkG DRA(NAIiE -I-- AND'I UTILITY • EASEMENT I I • 1._ BEGIN ICONSTRUC T ION I 9045 906 810 GRADING NOTES - PROPOSED `2,12 t5 REPRESENT P885060 SURFACE ELEVATIONS SPOT ELEVATIONS ALONG P60 0520 CURB DENOTE QUTTERU6E. EXISTING UTILITIES 5)4014 ON THESE PUNS ARE BASED OR RECORD DRAWINGS AND, RHERE POSSIBLE. MEASUREMENTS TAKEN N THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BENG EXACT OR COMPLETE CONTRACTOR SMALL CONTACT THE APPROPRIATE UTIUTY CONPANE5 AT LEAST A8 HOURS PRIOR TO EXCAVATION. TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING *16.4165 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWS ON THE PUNS CONTRACTOR TO CALL GOPHER STATE ONE CALL (1 -600 -252 -1166) 40 HOURS PRICK 10 EXCAVATION 800 LOCATIONS OF UTILITIES. CONTRACTOR RESTRED TO PROTECT THE TREES TO BE SAVED. 580160 ANY PORTON OF 144E TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL IRIN44NG SERVCE TO TRW THE TREES SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY 0405. THE BROKEN UMBS 589060 BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPE610 PROTECTED TO MINIMIZE ANT US11NG DAMAGE NO TREES SHALL BE REMOVED vATHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CON50ERE0 INCIDENTAL TO THE GRADING CONTRACT. CONTRACTOR SHALL 5TRTP, STOCKPILE AN0 RE- SPREAD SUFFICIENT TOPSOIL TO PROLATE A 41NIMU4 F036 INCH DEPTH TO ALL DISTURBED AREAS TO BE SODDED OR SEEDED. THE FINI5880 BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY YORE THAN 0.10 FEET ABOVE OR 8E108 THE P60805E0 ELEVATION. STREET OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY 8Y MORE THAN 0.05 FEET MOYE OR BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL 9E GRADED TO WHIN 0.10 FEET OF THE 5600)6EO ELEVATION UNLESS DIRECTED OTHERWISE 8Y THE ENGINEER. TOP501L SHALL BE GRADED TO WITHIN IE INCH OF /NE 5850146D THICKNESS. THE CONTRACTOR SHALL COMPLY WIT THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE EUMNAOON SYSTEM (NPOE5) PERMIT. CONTRACTOR SHALL BE A C0- APPLICANT WATH THE OWNER. THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS AND BE RESPONSIBLE FOR MAINTENANCE OF TIE EROSION CONTROL DEICES. MAINTENANCE THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, ANT KEEP AREA FREE OF TRASH AND DEBRIS. CONTRACTOR SHALL REPAIR AND REE5TMU50 GRADES IN SETTLED. ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REWIRED. AND DURING THE WARRANTY PERIOD, ERODE0 AREAS WHERE TURF IS TO BE ESTABUS1E0, SMALL BE SEEDED AND MULCHED. 86RERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER. CONTRACTOR SMALL SCARIFY, SURFACE, RESHAPE AND COMPACT TO REGAINED TENSITY PRIOR TO FURTHER CONSTRUCTION. AFTER SITE TRADING IS COMPLETED, 6 EXCESS OR SHORTAGE OF SOIL MATERIAL EM5TS THE CONTRACTOR SHALL TRANSPORT ALL EXCESS MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR NPO8T SUITABLE 4ATERML TO THE STE. A BOCCI FIBER BLANKET SHALL BE FURNISHED ANT PLACED 18 AREAS WHERE THE SLOPE EXCEEDS 3.1. THE CONTRACTOR SHALL COMPLETE DEWATERINC AS REWIRED TO COMPLETE THE STE GRADING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WMTH TIE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT 04500880E ELBANAOON SYSTEM (NPOES) PERMIT. THE CONTRACTOR SNAIL BE REWIRED TO BE A CO- APPLICANT WITH THE OWNER. ME CONTRACTOR SHALL COMPLETE THE REWIRED INSPECTOR REPORTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OE THE E6D5100 CONTROL DEICES A COPY CF THE PERMIT CAR BE OBTMNED FROM TIRE ENGINEER. ALL /LATCH POINTS AND PAVEMENT PATCHES TO BE SAWCUT AT FULL DEPTH. INFILTRATION BASIN NOTES GRATING SEQUENCE — ROUGH GRADING SHALL BE 00/46 IN CONJUNCTION WAN THE REST OF THE SITE EXCAVATE MOWN i 0.3' Of FINISHED GRADE 08144 LIGHT OR 808866 -7ILED EWIIPMENT, FINAL GRADING OF BAST, SHALL BE OEUYED UNTIL REMAINDER OF SITE 45 MASH GRADED AND SEEDED. NO OVER- EXCAVATION OF BASIN AREA IS ALLOWED. AFTER FIN5R GRATING, TILL THE BASIN FLOOR TO A MINNIUM DERV Ci SIX INCHES ma TOP50L WIN ON -SITE SANDY SOILS IN A RA710 OF 50/50. OR AS DIRECTED BY THE EN0NEER. NO EWIP9ENT MAY BE WOVEN ACROSS THE BASIN FLOOR AFTER GRADING AND TURF ESTABU5aENT OPERATORS ARE COMPLETE. ERO50N CONTROL - PLACE SILT FENCE AROUND BASK AREA N8EDIATE41 AFTER ROUGH GRADING IS FINISHED. MAINTAIN UNTIL FN15H GRACING AND TURF ESTABuSANENT WORK IS OWE AND VEGETATION IS ESTABLISHED AND GROWA0G. TURF ESTA8450MENT - SEED WIN CITY APPROVED MIXTURE. IN ACCORDANCE WITH CITY 6EWIREMENT5. VEGETATION IN PONDS AND N6l1RA00N AREAS SHALL BE RESTORED WMTH DEEP - ROOTED NAME VEGETATION (4000T NIX 310601 OR SUITABLE WETLAND SEED ECUIVALENT). RE- VEGETATION SHALL COMMENCE 78174)6 IA DAYS OF FINAL GRATING MANAGEMENT PONDS SHALL BE SEEDED WITH 4400T MIX 270 PER THE 44001 2003 DISTRICT SEEDING RECOMMENDATIONS PUBLICATION MEANS AND METHODS OR EQUAL APPROVED BY A LANDSCAPE ARCWTECI PRIOR TO THE PURCHASE ARD INSTALUTON INFILTRATOR AREA TO BE GRADED TO FINAL GRADE AFTER STABU2ATION OF UP5TRU4 AREAS RE40K ORGANIC MATERIAL IN THE INFILTRATION AREA REPLACE KITH SAND REati-98151 JAN 0 2006 CITY O F LINE LAKES LEGEND EXIS 4746 LTC LOT UNE CENIEK•E EASE6DNT LINE CURS A GUTTER IN1COR CONTOUR NINON m TwR Nor V 450) .800 ORTNAG[AN ..s SOIL BORING Rw SAT FENCE OWN RASO •I • CATO" 8510 MANHOLE • ••■ STORM 10•4MX.E 0 • IL.. ENO d GEE PROPOSED EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COLOIENCE4ENi OF GRADING OPERATIONS AN0 BE MAINTANE0 UNTIL ALL DISTURBED AREAS ON THE SITE NAK BEEN RESTORED. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN S)RUC1URE AS M INLET PROTECTOR MEASURE DURING CONSTRUCTION SEE DETAIL). =CD1METT SHALL BE RE40VE0 FROM ALL SEDIMENT CONTROL DEICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED 80 0710 PERCENT. A STABIUZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AR0 RAINTAINED FOR DURATION OF PROJECT ROCK ENTRANCES MUST BE REPLACED OR ADDED TO IF ftOCK PORE SPACES BECOME QUED. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS NOT TO BE 5000E0. SEEDING SHALL BE PER 0700T SPECIFICATION 3878 APPLIED AT A RATE OF FIFTY POUNDS PER ACRE SEEDING IN POND ANTI NFC1RATION AREAS SMALL BE MIXTURE SIONWT (NARK WET TALL) IN ACCORDANCE WIN I1700T SPEOFICATON 3876 APPLIED AT A RATE OF 62 POUND.. PER ACRE. MULCH SHALL BE PER 4444001 SPECIFICATION 3882. TYPE 2 THE MULCT SHALL BE APPLIED N ACCORDANCE WIN M4001 S EOFICAT10N 25713. Fl MULCH TO BE APPLED AT A RATE OF TW0 TONS PER ACRE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSIER OR OTHER APPROVED EQUIPMENT. 0 � _M Q CC 0 U J4-¢ W Q Z (~i1Q Ap Y N Q Z ZIP gZ (, g Z0 ocoet a W 0 Q Q a- 0 C7 F 0 JAl JAI. 1650,001 10/06/05 01.0