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• <br />• <br />LINO LAKES CONVENIENCE STORE <br />GRADING, DRAINAGE & EROSION CONTROL PLAN <br />City of Lino Lakes, Minnesota <br />GENERAL NOTES <br />THE NFORNATON ICS 5 W THESE DRAMNGS CONCERNING TYPE AND LOCATION <br />6 ENSIING UT1TES IS NOT 9600 WARMING) TO BE ACCURATE CR Al NOLUSIVE <br />THE CONTRACTOR 15 RESPONSIBLE FOR MM5NG NR OWN OETERMNATION AS TO <br />TYPE AND LOCATION OF UIIIITES AS NECESSARY TO AVOID DAMAGE TO TMESE <br />UTUTES. <br />CONTACT GOPHER STATE ONE -CALL AT (BSI) 154 -0002 FOR EXISTING UTILITY <br />LOCATIONS <br />ALL WORK DONE SHALL BE N ACCORDANCE MTH NE 01165 GENERAL <br />SPEORCA1ONS AND STANDARD CETML PLATES. <br />NOTFY CITY A memo* OF 48 H01R5 PRIOR TO THE COMMENCEMENT O <br />CONSIRuCTION. <br />GRADING & EROSION CONTROL NOTES <br />PRIOR 10 ANY GRADING OPERATIONS. ME CONTRACTOR SHALL INSTALL A ROOM <br />CONSTRUCTION ENTRANCE AT AU. LOCATIONS HERE CWSTRUCIION VEHICLES <br />EN1ER ONTO PUBLIC 80005 AD PEWMEIER SILT FENCE AS mom ON PLAIN. <br />(CONTACT CPT TO INSPECT EROSON CONTROL MEASURES PMON TO GRADING <br />OPERATIONS. F NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESWRY <br />LOGO CONDmONS REQUIRE. <br />PERFORM SHE GHAONG ON AN AREA -BY -AREA BASS TO 5 MUST UNCOMPLETED <br />AREAS. AAS. AS EACH AREA 15 COMPLETED. ALL OPOSED SOILS MUST MALE <br />TEMPORARY EROSION CONTROL PROTECTOR OR TWA/TENT COVER WHIN T DAYS. <br />ALL DEBRIS CREATED N THE PROCESS O CLEARING AND GRARNE THE 9TE <br />SHALL BE REMOVED FROM THE STE M40 NOLO. TREES. SHRUBS. <br />C15LELLANEOUS DEEMS AND EXISTING BUILDINGS. NCLU6NG FOOTINGS. UNDER NO <br />CRCIMSTANCES SHALL M5 TYPE OF MATERIAL BE BOWED OR BURNED ON THE <br />SITE. <br />THE OWNER AND CONTRACTOR MARL OVERSEE D BE RESPONSE. FOR EROSION <br />CONM11 MEASURES ON-STE UNTIL INAL STABILIZATION HAS BEEN AWIEVED. <br />THE COMACTD AND OTTER SHALL 'JAKE AVALABE TO THE CLTY AND <br />MATER5HED A LIST OF CONTACTS TO BE NOTICED F REPAIRS AND/OR <br />NANTENANCE TO SITE EROSION CONTROL MEASITES ARE REWIRED. <br />ALL OAP5 MUST BE MAINTAINED NM PROPER FUNCTION UNTIL ALL ST NON1 <br />HAS BEEN COMPLETER AND SITE HAS UNDERGONE FINAL STOBIUZAOON. <br />CONMACTOR TO PROVIDE RESONATED CONCRETE TRUCK *AMOR' AKA WTH <br />APPROPRIATE 9GNACE. WASHOUT AREA IS TO BE A 6NWUM 650' FROM STORM <br />DRAINS. DITCHES PONDS. DR OTHER SIOMMwATER MAINRES. ALL 1.101N0 ANO <br />SOLD WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS &MST BE <br />CONT*NED IN A LEA( -PROOF CONTAINMENT FAAU1Y OR IMPERMEABLE UNET (E.G. <br />COTIPACTED OAT 010 IMPERMEABLE CEO- MEMBRANE). ON <br />AFTER WASTE CONCRETE <br />15 10 SST, DISP SE 6 PR0{1111 <br />CONTRACTOR TO PROVIDE TOPSOIL STOCKPILES AT LOCATION DESIGNATED BY <br />OMNER. STOOVI ES MUST BE KEPT AT LEAST 23 -4EET Mau .WT ROAD, <br />DNANAGE CHANNEL OR STORY SEALED INLET. STOCGRLES LEFT FOR MORE THAN <br />> DAYS YYST BE STABILIZED WTH MLILCN. 055 11*ION, TARPS. OR OTHER <br />APPROVER MEANS. STOCKPILES LEFT FOR LESS MA1 7 OATS MUST BE <br />CONM0.LEO M SILT FENCE DR LITER APPROVED MEANS <br />ANY SEDNENT REA A PUBIC ON PRIVATE ROAD SHALL BE REMOVED BY <br />STREET GLEANING (NOT FUNNING) BEFORE I E END CF EACH MOW( DAY. <br />AFTER 110)55. 5.6¢11 SMEE65C AND SCRAPING IS REWIRED FOR PROPOSED <br />1RAC(m 15015 AND MUSC EE 55EPTCKED 1 0 SEDIMENT ADJACENT SITFETS- ALL <br />ALL SELECT COMPACT FILL TO BE COMPACTED 956 (OPTIMUM) MODIFIED PROCTOR <br />TURF AREA(0) TO BE SEEDED MTMN 7 DAIS AFTER COMR.ETWN OF 001.101 <br />GRADING <br />ALL TOP50L SHALL BE STRIPPED AND SALVAGED FOR RESPREAONG ON THE STE. <br />A MNOIUM 6 C Of TOPSOIL 91011 BE RESDREAD PRIOR TO SEEDING AND <br />MuLwwG. <br />INFILTRATION BASIN NOTES <br />1. NO MINING OF SANDY 914.5 ALLOMED N BASIN AREA <br />Z. INSTALL SET FENCE AROUND BASIN AS SOWN. <br />3. PROTECT BASIN FROM RUN -011 DURING LOT CONSTRUCTION ACTN155. <br />EXGVATE BAST TO DIAL GRADE ONLY UPON STABILIZATION O COI1151UTNG <br />DRAINAGE AREAS. <br />N. USE LOW- MPACT, EARN ROVING E0APMENT (ALOE MACK OR MAR9N MACK <br />EWFNENT. OR UGHT- EQUIPMENT NM TURF-MTN TRES) IN AREA OF BASIN <br />5. INSPECT AD REMOVE SEDIMENT FROM BAST THROUGHOUT CONSTRUCTION <br />PHASES. <br />6. ALLEVIATE ANY COMPACTED 509.6 (BY *SRC A PNMARY RUING OPERATION <br />SUCH AS A 014051 PLOW. RIPPER 0R 91B50LER) TO IF MN. DOLT <br />7. USE PLANT MATERIAL TOLERANT 6 WuNDATW AND DRDUm/ (TARN PLANE <br />RECOMMENDED) OR USE 00001 SEED MX 328 (4PUGTION RATE -BB 155 /ACHE). <br />LEGEND <br />m m <br />•d <br />0 OD <br />4 <br />—910 — <br />�90— <br />FASTING UTILITY PEDESTAL <br />DDSIING OVERHEAD MILE <br />EXI51I416 UNITY POLE <br />COSTING STORM SEVER <br />PROPOSED STORM SEVER <br />EXISTING STORM SEVER *100010 <br />DUSTING 51115+4 SEVER APRON <br />PROPOSED STORM SEWER APRON <br />EXISTING TREE <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />X898.50 <br />O <br />PROPOSED SET FENCE <br />E0STING SPOT ELEVATION <br />PROPOSED SPOT ELEVATION <br />UNLESS OILS GROUND <br />PROPOSED INLET PROTECTOR <br />0051156 BITUMINOUS (TO REMAIN) <br />E0511N6 BITUMINOUS (T0 BE REMOVED) <br />NEW BITUMINOUS <br />(CANER <br />9. 1.31. 6.22 <br />8 C.V. CLASS M RP-RAP W/ <br />GE01EX1RE FILTER FABRIC <br />__ HIXmN LINE O Nw 1/4 OF NC A 111, T.2] <br />58921F4YE 2631 5O <br />SPIT L PRFVFNT(1N NOTE <br />UNDERGROUND STORAGE TANKS REQUIRED TO HAVE CATCHMENT BASIN <br />(SPILL BUCKET) SURROUNDING FILL RPE TO CATCH SPILLS THAT MAT <br />OCCUR WHEN THE DEUVERY HOSE (5 DISCONNECTED FROM THE FILL PIPE <br />SPILL BUCKETS MUST BE KEPT CLEAR OF DEBRIS AND STORM WATER, AND <br />SPILLED PRODUCT MUST BE REMOVED. TANKS ARE ALSO REQUIRED TO <br />HAVE AN OVERFILL PREVENTION DEVICE TO MINIMIZE TIE CHANCES OF <br />DELIVERING MORE PRODUCT TO A TANK THAN CAPACITY OF TANK ALLOWS <br />THREE 01111015 FOR OVERFILL PREVENTION INCLUDE: AUTOMATIC SHUTOFF <br />DEICE (FLAPPER VALVE). FLOW RE51010000 (BALL FLOAT VALVE). AND A <br />HIGH LEVEL ALARM. <br />SEG 99.. T.31RR12 <br />et+, IA* <br />A <br />MVA4S1 <br />NIRD <br />AO.415111ENT <br />SMALL <br />EN51010 DITCH TO BE <br />CLEARED OF SEDIMENT <br />TION IMSN <br />1I�yy1�q� FJctnc��L^]^ <br />VEND 111105 <br />FT*1AMS 11 (1M1 <br />,F T nYPz <br />1N <br />1NG CULVERT <br />- GRADE <br />DRAIN AS 910MN <br />TEXISTN4 <br />At" <br />51 <br />RC ON <br />;SOT 0 <br />.Y. SS II RIP -RAP W/ <br />OTE%TLE FILTER TAW]. <br />MATCH INTO EXISTING <br />BITUMINOUS <br />'10 <br />DRAWN 0Y: <br />A.G. <br />CI.I(0 BY: <br />C.W.P. <br />DEMON BY: <br />PROD. NO. <br />11 -1315 <br />ORNRNL DATE <br />FEBRUARY 7, 2011 <br />10 <br />d <br />3 <br />O <br />=04p <br />ca Y C a t <br />5 z E <br />= w' • 09. <br />m <br />0 <br />PREPARED FOR: <br />SAM PROPERTIES <br />OF UNO LAKES. LL4 <br />511E PLANNING <br />ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE ORME <br />SUITE 110 <br />LINO LAK*S, NN 56014 <br />PHONE (851) 3614210 <br />FAX. (551) 3814701 <br />NORTH <br />0 10 20 <br />1 NCH. 20 FEET <br />C2 <br />• <br />RECEIVE. <br />SEP 01 2011 <br />CITY OF LINO LAKES <br />