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7 <br />;IN <br />\_ 1\-T-7, <br />(EXISTING LOWEST <br />'FINISHED FLOOR =916.5 <br />PER CITY APPROVED <br />GRADING PLAN <br />STALL INLET PROTECTION <br />EXISTING CAT5HBASIN. <br />BIOFILTRATION BASIN 4 <br />AREA= 2,,586 S.F. <br />(SEE NOTE) <br />HWL =916.7 <br />OUT =916.2 <br />BTM =915.7 <br />I -. ` <br />i� <br />�I� <br />� _ <br />m A <br />I o <br />1 r <br />1 <br />li , <br />/1 7 <br />1 I WETLAND BUFFER <br />ILANDSCAPE <br />(SEE AREA = 24,220 S.F. <br />T IPLAN FOR SEED MIX <br />I DESIGN) ) <br />I r- - <br />III <br />I1,® <br />I U m <br />♦ WOOD FIBER <br />- -„ -- INS SUF. CE <br />AROUND BASIN` (TYP.) <br />WETLAND <br />MONUMENTATION <br />(T P.) <br />( <br />Dm NOT GRADE IN 14▪ 0 <br />APPROACH AREA WITH <br />PHASE 1 GRADING <br />:I L <br />4o is Ri*• WO. WWI" "Vi i�.i!•a i . i -iiis • _Issv <br />►! �! ���i�P���y��' �l\ 1► ��'r1C`rVr�•►a'�:•'v�i � �•••■•■•••' `ia•����4••••••••••*.N1 0•��'• <br />/ <br />GRADING /EROSION CONTROL NOTES: <br />L 47. MERE SOIL CORRECTIONS AND/OR F1WNG OCCUR 971)117 114E 519911 <br />) n ARIGHT -OF -WAY. THE BAOffLLL MATERIAL SHALL BE COMPACTED 10 95S OF 111E <br />STANDARD MOISTURE 094533 RELATIONSHIP OF SOILS (A5164 0- 698 -70) EXCEPT <br />THE TOP THREE FEET (3') OR THE BACK-FILL 91106 SHALL BE COMPACTED TO <br />Lu 10 1005 MISTY. AN INDEPENDENT TESTING FIRM SHALL TEST THE STREET SECTION <br />IN FILL AREAS AND PROVIDE THE RESULTS OF THSE IX>t> TO THE CITY. <br />ENGINEER AND THE CLIENT. <br />BARRICADES <br />3:1 SLOPE <br />BLANKET <br />EO.F <br />•.a1 913.7 <br />ta4UU fO V ∎e ∎ ∎ ∎•■w - c40.22.242 Ow.m,AWWwwwwww,a.4=4.eowcremb--■!..- <br />015 <br />BARRICADES \ <br />TC <br />16.5 <br />it <br />\ 16.0 <br />GRADE ROAD AY <br />79 <br />16.0 <br />915 <br />2. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR 10 COMMENCING GRADING <br />ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR 111E DURATION CF <br />CONSTRUCTION ACTIVITIES <br />3. THE CONTRACTOR SHALL LBOT 195 ACIIVTIES TO 114E GRADING LIMITS SHOWN <br />ON THE GRADING PLAN. ALL CONSTRUCTION Arn ATIES SHALL COMPLY MATH 171E <br />�LDCAL 0971NANCE <br />4. THE CONTRACTOR SHALL INSTAL. SHOW FENCE AS DIRECTED BY THE <br />ENGINEER TO PROTECT TREE ROOTS <br />iS THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE <br />DISTURBED AREA AT ANY GIVEN 1111E <br />16. ALL DISTURBED NON-STREET AREAS SHALL BE RESTORED WON A MINIMUM OF <br />44- TOP SOIL SEED AND MULCH, 0ROSON CONTROL BLANIO:T OR 5OO WITHIN THE <br />FOLLOWING 114E FRAMES 9 NOT ACTIVELY WD91 <br />- SLOPES [NEATER 111AN 3:1 - WITHIN 7 DAYS <br />- SLOPE PROM 1111 TO 3:1 - WHIN 14 DAYS <br />A. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH THE <br />FOLLOWING MN/DOT SPEC/MATIONS. AS MODIFIED BELOW <br />SCO 3979 <br />SEED 3876 <br />MULORTYPE FERTILIZER 1,075)3 ANCHORED) 3881 3882 <br />GENERA. PLACEMENT 2575 <br />B. 50D SHALL BE PLACED 8E1IN0 CURB WMEAOIATELY FOLLOWING THE <br />BACKFWNG UNDER CUT- STREET AND U18JTY PROJECT. <br />5. Tff 95 MIXTURE SHALL CONSIST OF A MN/DOT TYPE 500 UNLESS <br />NOTED ELSEWHERE ON THE PLAN. <br />7. FOLLOWING STREET CONSTRUCTION, ONE DEVELOPER SHALL CLEAN THE <br />379(1 :37 ON AN ONGOING BASIS AS REQUIRED BY THE CRY. <br />S VERTICAL GRADMC TOLERANCE SHALL BE WNW 0.2 FEET OF THE CITY <br />\APPROVED GRADING PLAN. <br />9. PROPOSED SPOT ELEVATIONS ARE TOP OF CURB UNLESS NOTED OTHERWISE <br />10. ALL CA1C1 BASINS SHALL BE PROTECTED WIN MOO OR EQUAL CATCH <br />BASIN INSERTS 8SERTS RIALL ALSO BE INSTALLED IN THE EJOS 1NG CATCH <br />BASINS ON THE ENTRANCE ROAD_ <br />-7111 / M I AN <br />ACCESS? ; / <br />NURP POND 10 <br />NWL =909.2 <br />HWL =910.2 <br />= \o <br />. N <br />fir DEPTH <br />STILLING BASIN <br />• <br />918 <br />916 <br />914 <br />912 <br />910 <br />908 <br />906 <br />CURB CUT <br />6. <br />ROCK CONSTRUCTION •••��••'•••m'+R•••••.••� <br />�\\ ENTRANCE <br />WOOD ABET BLANKET <br />SECTION A -A <br />\ \ \ 3:1 SLOPE <br />\ <br />0 <br />Zu0}}03.2Z uyyD,•,3�__o0_ZL� <br />„T <br />_ 1407751 0L@ <br />3 <br />U <br />A WETLAND FILL <br />PIeNEER1e1g <br />oz.nm® aumnAbraa. wmtmeY9rere ,� <br />2421 Ea.*. Deire <br />Meadow Heighb. MN 55120 <br />(651)667 -1914 Fc:661 -9488 <br />Coon Rapids Office <br />100 <br />mt 65. Avows N.W. <br />C om NON, MN 55413 <br />(763)710119911 F4.763-1893 <br />150 <br />2 hereby certify thet mk Aim .a PNssd 17 <br />er node my d'•ea mpvrhion and tha <br />we a dry licensed 1+.4mme Eat <br />mow the lawn of We Sew or Mumma. <br />200 <br />N. <br />R . No 19514 Dam 5)3)07 <br />250 <br />4. CITY REVISIONS <br />3. CRY REVL9D?S. <br />2. CITY & OWNER REVISIONS. <br />CITY REV61OCd <br />300 <br />Ilewsions <br />19ea <br />1 *314 <br />4.1=0 <br />1 \ AREA = 13,968 S.F. <br />350 <br />A <br />v <br />WETLAND <br />HWL =909.4 <br />\ SCRAPE OFF REED CANARY GRASS & 1 " -2" <br />\\ TOPSOIL & DISCARD <br />'SALVAGE AND STOCKPILE REMAINING TOPSOIL <br />FOR USE IN WETLAND MITIGATION AREA <br />D. 513107 <br />Designed DAs <br />Dmw. LAS. <br />A <br />LON <br />PRELIMINARY GRADING & <br />EROSION CONTROL PLAN <br />908. <br />\ <br />\9O <br />JEAN 4, 2008 <br />L LINO LAKES <br />AZURE PROPERTIES <br />P.O. BOX 17930 <br />5T, PAUL, MINNESOTA 55177 <br />-"moor ■MIC <br />GRAPHIC SCALE IN FEET <br />BENCHMARK <br />BRASS DISK IN SE. CORNER OF BRIDGE <br />ABUTMENT. <br />ELEV. =932. 08 <br />MAIN STREET VILLAGE <br />LINO LAKES. MINNESOTA <br />11 OF 17 <br />WETLAND <br />` BUFFER <br />N <br />I <br />MITIGATION <br />p _� <br />AND <br />\ <br />-Da STING <br />GRADE <br />6:1 ItAX <br />41... <br />-'DOSED <br />GRADE <br />3:1 MAX <br />UNDULATING <br />BOTTOM <br />VERTICAL <br />SCALE <br />1 2 <br />HORIZONTAL SCALE <br />0 125 <br />_ 0 <br />25 <br />-, <br />VERTICAL EXAGGERATION <br />1:5 <br />PIeNEER1e1g <br />oz.nm® aumnAbraa. wmtmeY9rere ,� <br />2421 Ea.*. Deire <br />Meadow Heighb. MN 55120 <br />(651)667 -1914 Fc:661 -9488 <br />Coon Rapids Office <br />100 <br />mt 65. Avows N.W. <br />C om NON, MN 55413 <br />(763)710119911 F4.763-1893 <br />150 <br />2 hereby certify thet mk Aim .a PNssd 17 <br />er node my d'•ea mpvrhion and tha <br />we a dry licensed 1+.4mme Eat <br />mow the lawn of We Sew or Mumma. <br />200 <br />N. <br />R . No 19514 Dam 5)3)07 <br />250 <br />4. CITY REVISIONS <br />3. CRY REVL9D?S. <br />2. CITY & OWNER REVISIONS. <br />CITY REV61OCd <br />300 <br />Ilewsions <br />19ea <br />1 *314 <br />4.1=0 <br />1 \ AREA = 13,968 S.F. <br />350 <br />A <br />v <br />WETLAND <br />HWL =909.4 <br />\ SCRAPE OFF REED CANARY GRASS & 1 " -2" <br />\\ TOPSOIL & DISCARD <br />'SALVAGE AND STOCKPILE REMAINING TOPSOIL <br />FOR USE IN WETLAND MITIGATION AREA <br />D. 513107 <br />Designed DAs <br />Dmw. LAS. <br />A <br />LON <br />PRELIMINARY GRADING & <br />EROSION CONTROL PLAN <br />908. <br />\ <br />\9O <br />JEAN 4, 2008 <br />L LINO LAKES <br />AZURE PROPERTIES <br />P.O. BOX 17930 <br />5T, PAUL, MINNESOTA 55177 <br />-"moor ■MIC <br />GRAPHIC SCALE IN FEET <br />BENCHMARK <br />BRASS DISK IN SE. CORNER OF BRIDGE <br />ABUTMENT. <br />ELEV. =932. 08 <br />MAIN STREET VILLAGE <br />LINO LAKES. MINNESOTA <br />11 OF 17 <br />