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Coll 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twh Clty Area 454 -0002 <br />Mn. Toll Free 1- 800 -252 -1166 <br />D PR SSED RAMP D TAI <br />NOT TO SCALE <br />LEGEND <br />DENOTES EXISTING SPOT ELEVATION <br />DENOTES EXISTING CONTOURS <br />DENOTES PROPOSED CONTOURS <br />DENOTES PROPOSED SPOT ELEVATION <br />DENOTES PROPOSED SILT FENCE <br />GENERAL GRADING & DRAINAGE NOTES: <br />• AU. CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FMSNED SURFACE/GLITTER <br />GRADES UNLESS OTHEMMSE NOTED. <br />• REFER TO THE SITE PVN/RECOO PLAT FOR MOST CURRENT <br />H0M2CNTAL SITE 011404SI0NS MO LAYOUT. <br />/ <br />/ <br />/ <br />4, <br />//,4��'/ / <br />/ <br />, x <br />/ _`CISEAENT <br />/ <br />/ <br />/ <br />/ 1 <br />/ <br />• F1U.D VERIFY E7SS1ING CONTOUR ELEVATIONS PRIOR TO CONSTRUCTION I ND NOTIFY 1E <br />ENGINEER AND MCDONALD'S OF ANY DISCREPANCLS ON VARIATIONS <br />• THE CONTRACTOR SHALL VFRFY THE LOCATION AND CIVADON OF EXISTING <br />UTILITIES AND TOPOGRAPHICAL FEATURES WTI THE DINERS MO FIELD-WWI' <br />PRIOR TO CCNSTRUCTOI. THE CONTRACTOR SHALL MKDA1ELY NOTIFY THE <br />ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. <br />• AU. CONSTRUCTION SHALL CONFORM TO LOCAL RULES <br />• POSITIVE ORANA(.E FROM THE SITE MUST BE PROVIDED AT ALL 1MES. <br />• SLOPE CUTTER ON CURB TO MATCH ADJACENT PAW NE NT GRADE. <br />EROSION CONTROL NOTES: <br />• ALL SET FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE N- PLACE <br />PRIOR TO ANY EXCAVATION /CONSTRUCTION A4D SMALL BE MNNTANED UNTL <br />VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTNG SLT FENCE <br />ON-SITE SHALL BE MAINTANED AND OR REMOVED ND STALL BE CONSIDERED <br />INODQNTAL TO 114E GRADING CONTRACT. IT IS OF DCTREME IMPORTANCE TO BE <br />AWARE OF CURRENT FED CONDTIONS Y4114 RESPECT TO EROSION OCNTROL <br />TEMPORARY PONDNC. OWES HAIBALES, ETC., REQUIRED BY THE CITY SHALL BE <br />INCIDENTAL TO THE GRADING CONTRACT. <br />• ALL STREETS DISTURBED DURING WOKING HOURS MUST BE CLEANED AT THE ENO <br />OF EACH WORKING DAY. A ROCK ENTRANCE TO "RE STE MUST BE PROMDED <br />TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS <br />SLT FENCE AND <br />pI <br />/ `1 UARY DIKE <br />PLAN Np'FE: <br />NFORMATION SHOMN ON APOLLO DRIVE <br />WITH RESPECT TO ALIGNMENT. AID UTSJTY <br />LOCATIONS ARE BASED N PART UPON <br />A FEASIBMJTY REPORT PROVOED BY TOM <br />APO ARE SUBJECT TO CHANGE. <br />1019 NOCK 0015119:1011 e171W0 SOMAS ec <br />A MPM1M /LOT 1 NO COMM/ <br />MAMA NW E0147 a NI. <br />ROCK CONSTRUCTION ENTRANCE <br />11110017 Net <br />TQ !MAC <br />NAIL SOL <br />10E-IN TRENCH FOR DISIROFE9CE <br />NOTE: <br />1. ALL DIMENSIONS 10 FACE OF CURB. <br />2. SEE SURVEY KR DOUNDRY DIMENSIONS. <br />BEARINGS AND LOCATION OF BENCHMARK <br />3. ALL ELEVATICH4 STIOVN ARE PROPOSED. <br />SEE SURVEY FOR EXISTING ELEVATIONS <br />4E7000 <br />2 P1•m i1* 411114• sill 1154 AM .1 be MAN M M•7n <br />M M m114/00 MINANI Am Mt M M 115 0/MM Amy Ow 7m <br />IMO N P••1*.• W palm 4164 N MO MM a 1. 1494 <br />2 Ow • M MyAI. AM.m. r *Mr M.J. w OIn w Mew TAI• ti mend <br />wai. Ha./M6)w IMMNM MM. M 0.044041 r SMm "my <br />1 41 Iv VAN• l• of /00•400114 w4M1 /Mk I.• 10 MMr. <br />1. 1511 MN MA Mw NOM r.W mr0.0. <br />SILT FENCE <br />DIVERSIONARY DIKE <br />4. CONTRACTOR TO PROVIDE OUTPUT CURB <br />AND GUTTER AS RECLINED. <br />AND COMMONS. <br />1 � <br />/ 1 1 <br />1 1 <br />1 <br />9db / / / 1 <br />/' / <br />/ <br />/ <br />/ <br />/ <br />/ <br />RYAN <br />IIVANENCI•1111040.COM <br />(1621 1474700 <br />0,4,K47 sTIFF anM11U•1 1 w • i*Ybr� MM1 `PRO[74d1M Pi•L <br />Nvlmt A.M. M M• M M. MAW N 11nm4•. <br />DATE <br />REG NO <br />0' 30' <br />SCALE IN FEET <br />60' <br />90' <br />NORTH <br />GENERAL NOTES <br />1. I*OL.Lr6 ROM NMI AW OAK NE •1 THE NMI ONIIMC70. <br />9010U17 AM YRM O AK W 44 KNOW 0311RIC70R. <br />2 1403. NOVA ROTS CORWt AIO IMO roll ALL 0143t <br />SOB ANC N 14 GOERIL 0011I1A471I. <br />3. 3/4 1*WIV COOMT 10 LOCAT011 UMW AT M LOr 01011- <br />141E1 MAIM 001110 M AY 114 00104E COT/141M LENT- <br />110 WILL MAL PIMA CO/MMT. M1* MIMI PM NY TIE <br />OwRA0110410R <br />4. 0010 *10 RAOMD 0* IT SE M010*4. 004111A:IOM. 01010 <br />7017 ARE 71 THE RAVOIL LUNDL <br />N. 111070® 1017% ME 0001 N 00I041IC OLX DUCT <br />UW41016 NAIL R OE10Yr® A ALLOW NON THE MOOT <br />0)0141102 MTALLA101. <br />N. THE OO ORAC?OR SINE OOOF4001 MTN All 01111 COMMIES <br />W OC6ILSK 0000 PONT OF KIWI 001111121101 AT MINN <br />MIA. PoY 19 44 LLCM 01i9RICAl AMO P UMMR <br />ORA1NOI PE MUM WICK M1ON1CK LO ATMN• RSA MO <br />010110.1. <br />ALL 4.14,1440 4101 406 M M IXINCC 10 11K 160/41* <br />MD MKT OE NORM EY 14 001164L COWNI TCR AT <br />MW IMZAK <br />• .MIN WALK MO MUM •.LW00M NAIL E r AIM /MN <br />MMYa1T. <br />• ALL MAINOCAPE ALAI 1401 ■ 10101 COMM 0 4 Num <br />001 OF 411 MA(7 MO CURL IMMM 101014 LAMMA/1p, <br />AM MIIMO•N1 SWIM AIM R1 14 0•111/11P¢A10R <br />10 ICI 151111* O1IKNEM !001407 10 4014101 MN 1K SOLI <br />FAVORS IKOOMOOMM4 NUR TIE P4104A4 I L <br />4. <br />m <br />PAVING SPECIFICATION <br />(AW4OI r ICTM CCMPA NCO Ar11MT 114CAOO6) <br />C0470.47 4PI01.7 Ma0M1t <br />elilac_4aSOBOLWaL <br />PAMMMR MAR MILL 40 r AADMR&4. HATE IMT•aLL PM ILL PAIR <br />0014011* 70 1607. LOKI 310 CLAN S 100E CMMW NWMR18004 <br />r O4MM1*1M am COME comm.: A 1100 71011 23e. <br />* NAMMI TAO( CM mm••••C 10 MPROS=C1RM 717. 35-11,, <br />0111131110 NIPAILT. r 4fUIM1eil4 1*ME coma C0I'4M11* 10 <br />40401409104 711. MIK 1460% MMT YH1I1 MRCS 14111 3110 <br />1.11401 mein PAmo1 <br />ALLIIIIILJOAL <br />ormwr- 414.4 Mt WO r P.14. • 14110440 wMi1•i <br />Y 441MM4 VIM 1' 4.4* V • - MAArN 0*11 ammo MM am <br />OM NI AIM 00440 IPM MOO MM. <br />MM •OMA SI M N MMIMI Y MY 1107 A YMMIM <br />OP A.MAs A.MM •A•0 • UM Mt ••111415 704 NMM <br />MMMT1MMt IOM Wet M Y aM M MAUNA% <br />AwaE M ML IL *411140. <br />LOT 0QITIN0 RECOMMENDATION <br />=UNITY LICHT74Q LOT Wig AMERBl1E3 A0SI000- LM4 -0I-M1 <br />NTH 1000 WATT METAL HAL1E LAMPS MO 22' POLES. <br />Nuu0N0 _- 00.11417. <br />MNO 4.40* atoms 10 NNW WI IMM.• Y MMMM <br />WAIL MA MAO OM MOM MAN MOW 140* <br />/MAO 4MM Ma AIM 4111 Ma1MR 710 NAY MAIM <br />PARKING NFORMATION <br />TOT <br />72 <br />37 •••• r-G' • 17• -0' • 30 • <br />31 1'ACK7 r -Or 2 N•-a• • 00 • <br />0 r -cr ■ le_a• • so • <br />/PACCX - K - • a <br />UTILITY INFORMATION <br />SZE TYPE LOCATION <br />0AM1ARY 7('101 <br />10011 <br />SLIM LIAR <br />OAS <br />SURVEY NFORMATION <br />PRVARD 0Y: M000ABS mow R00S A000OA1E3 NC. <br />15070 23rd MOLE NO R111 <br />PLYMWM IN 06427 <br />(612) 470 -0040 MITw 12100 <br />SATS T2a/W <br />SITE AREA <br />1.86 AC.t <br />LEGEND <br />WORMY KIM <br />O 1 it 0 <br />IMO <br />IA IN Y M - <br />60RM 1E00 <br />- 7T- lT -n -1I- <br />SLECTRIC <br />- -E -{ {-S- <br />GAa •� <br />LOT LINT G1.421 V:14 <br />PLAN SCAM I' - 30' <br />STREET ADDRESS <br />S.E.C. CSAH 23 & APOLLO DRIVE <br />CITY <br />LINO LAKES <br />STATE <br />MINNESOTA <br />V <br />5 <br />1 <br />1 <br />1 <br />M <br />STATUS <br />DATE <br />BY <br />COUNTY <br />ANOKA <br />CONCEPT <br />PRELIMINARY <br />GRADING & DRAINAGE PLAN <br />ISSUED <br />AS -BUILT <br />REGIONAL DWG. NO <br />MIN -14 -98 <br />CORPORATE DIG. N0. <br />022-0342 <br />C- <br />U NO - 1 .17WC <br />