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12/19/2001 Env Bd Packet
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12/19/2001 Env Bd Packet
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Environmental Board
Env Bd Document Type
Env Bd Packet
Meeting Date
12/19/2001
Env Bd Meeting Type
Regular
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4' RIPRAP BEDDING <br />1. - RIPRAP • THICK <br />SEC. B -B <br />FILTER FABRIC <br />4 FP' <br />L Kf ems AM (KAVAK A <br />1KKM WAWA 0.0X0 <br />1K[ LWC Or KAM <br />L STALE vRE renews 10 <br />M MISTS <br />1 7TAd 1m rn101 4AM11) <br />10 I1 WIRE 102E M0 <br />8TCr IT INTO n4 MCA <br />4. MCKMA AM COP/L1 <br />1M W0 <br />CONSTRUCTION OF A SILT FENCE <br />SILT FENCE MAINTENANCE PROGRAM <br />Hoed axiom <br />public 1000 <br />L 1MK0101 - SAT FAKES LOLL K IMPACTED 110E0O1CLY ATTER CAM MKALL <br />AM AT LEAST WAY IIIRIM X60160) MKALL. AM MIREA KM1K LOLL <br />K OAK PK)NlCLY. <br />L 0PMK15) - 7ARK WO. Be K0.AK) MORAY 510 I1 KE000KS 0R =XS <br />POr(CTIVC KTWO lm PARER IS tel LAW MKSSMR <br />1 Sf1Maa NAT 0.01 127 1111 KAARA i2700SMOWS Y 0tt[f� 112 Ktbi7 d <br />1m WHIM <br />DIA. OR <br />SPAN <br />450 L0.11 <br />PLAN <br />USE EOUIV. D FOR <br />PIPE ARCH <br />SILT FENCE <br />storm <br />EMERGENCY <br />OVERFLOW <br />POND 1 <br />NVL =888.8 . <br />HVL =886.6 100YEAR STORM <br />HVL=888.1 IYEAR STORM <br />1• to r WOYHO *448 <br />1' RIPRAP <br />SEC. A -A <br />26 <br />38 <br />SILT FENCE <br />PAW 1 <br />r4.,r rl.■ =sr1 s <br />CismiKT'KFS• <br />ram ?'T'T• W': 1- <br />1008 <br />L Att 7AMKAKI KT0. TB K NOT <br />4PPE) TIPI WO) Alp <br />7AKIG1011 AM PAMIE) PILO! <br />A. =ACK :18210[ TO K <br />K110 511 AS KLOIK)0C0 K <br />PQND OUTLET EIETAL <br />NOEL <br />RNt eke 004410 be 1. 10 r i1 0Ne <br />KWh OA 18007 CA -1 or CA -2 course ggrega4L <br />A gwlea111 NNW may to Meg under IM melt <br />to 114781 migration of IM underlying sal <br />1010 IM Mona. <br />RIPRAP AT OUTLETS <br />883.42 <br />DNR PROTECTED ELEV <br />100 YR ELEV -887.6 <br />LOWET BASEMENT OPE <br />LOWEST BASEMENT= <br />-887 <br />NG =889.6 <br />8 <br />883.24 <br />883.22 <br />83.13 <br />883.61 <br />51 <br />FILTRATION <br />OCATE TO <br />SEE DETAIL <br />ALE PROFILE. <br />82.80 <br />TREE PRESER ATION LIMITS <br />SILT FENCE <br />882.93 <br />883. .0 <br />883.38 <br />883.03 <br />884.02 <br />RETAINING WALL <br />883.78 <br />SILT FENCE <br />/ \ <br />ROCK ENTRANCE <br />884.76 <br />884.32 <br />883.59 <br />$84.26 <br />SILT FENCE <br />883.62 <br />884.1 <br />884.6 <br />883.8 <br />SILT FENCE <br />884.50 <br />RETAINING WALL <br />884.2 <br />GRADING /EROSION CONTROL NOTES. <br />- - <br />BALE'ECK <br />• <br />84.52 <br />1. WHERE SOIL CORRECTIONS AND /OR FILLING OCCUR WITHIN TIC STREET RIGHT -OF -WAY, THE <br />BACKFILL MATERIAL SHALL BE COMPACTED TO 955 OF THE STANDARD MOISTURE DENSITY <br />RELATIONSHIP 01 SOILS EASTM D- 698 -70) EXCEPT THE TOP THREE FEET (3) OF THE BACK - <br />FILL WHICH SHALL BE COMPACTED TO 1002 DENSITY. AN INDEPENDENT TESTING FIRM SHALL <br />TEST THE STREET SECTION IN FILL AREAS AND PROVIDE THE RESULTS OF THESE TESTS TO <br />THE CITY. ENGINEER AND THE CLIENT. <br />2. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES <br />AND SHALL MAINTAIN SAID FENCE FOR THE DURATION OF CONSTRUCTION ACTIVITIES. <br />3. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE <br />GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE LOCAL ORDINANCE. <br />4. THE CONTRACTOR SHALL INSTALL SNOW FENCE. AS DIRECTED BY THE ENGINEER. TO PROTECT <br />TREE ROOTS. <br />5. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT <br />ANY GIVEN TIME. <br />6. ALL DISTURBED NON- STREET AREAS SHALL BE RESTORED WITH A MINIMUM OF 4• TOP SOIL <br />AND SEED OR SOD AS DIRECTED BY THE ENGINEER, WITHIN 72 HOURS OF COMPLETION OF <br />THE GRADING ACTIVITY IN THAT PERTICULAR AREA. <br />A. ALL SEED, SOD. MULCH AND FERTILIZER SHALL CONFORM WITH THE FOLLOWING <br />MN /DOT SPECIFICATIONS, AS MO01115D BEL0V. <br />ITEM SPECIFICATION NUMBER <br />SOD <br />SEED <br />M1LCHtTYPE 1.0125 ANCHORED) <br />FERTILIZER <br />GENERAL PLACEMENT <br />3878 <br />3876 <br />3882 <br />3881 <br />2575 <br />B. 50D SHALL BE PLACED BEHIND CURB IMIEADIATELY FOLLOWING 014E BACKFILLING <br />UNDER CITY STREET AND UTILITY PROJECT. <br />C. THE SEED MIXTURE SHALL CONSIST OF A MN /DOT TYPE 500 UNLESS NOTED ELSE- <br />WHERE ON THE PLAN. <br />7. FOLLOWING STREET CONSTRUCTION. T)E DEVELOPER SHALL CLEAN THE STREETS ON AN ON- <br />GOING BASIS AS REQUIRED BY THE CITY. <br />8. UNLESS OTHERWISE NOTED, THE SILTATION PONDS ARE TEMPORARY, AND SHALL BE REMOVED <br />AND RESTORED TO THE ORIGINAL CONTOUR BY THE DEVELOPER FOLLOWING THE PERMANENT <br />ESTABLISHMENT Or TURF ON 752 0< THE DRAINAGE AREA THE PONDS AND POND OUTLETS <br />SHALL BE CONSTRUCTED UNDER THE GRADING CONTRACT. <br />9. RIP -RAP SHALL BE PLACED AT ALL STORM SEWER OUTLETS UNDER THE UTILITY CONTRACT <br />AND SHALL CONFORM WITH APPLICABLE CITY AND WATERSHED DISTRICT STANDARDS AND <br />SPECIFICATIONS. <br />10 VERTICAL GRADING TOLERANCE SHALL BE WITHIN 02 FEET OF THE CITY APPROVED <br />GRADING PLAN <br />TYPICAL <br />SLOPE <br />FIELD STONE RIP RAP MOOT 3601 CLASS 4 <br /><110-SITE IMTERIAL 10 ACCEPTABLE) <br />OV WW1/ <br />ELCv. 93000 <br />CE01Ex0LLE 7AOK 11007 3733 TYPE 3 <br />RIP RAP SUPPORT <br />BURIED BOULDERS 4B' NN <br />DIACTER B1RY MM 30' <br />SECTION AA <br />MELD STONE RP RAP INBOT 330) CLASS • <br />014-SITE MATERIAL IS ACCEPTABLE) <br />1 '..'`=•row!, <br />`BURT EROS <br />DEOTEx1t.E FABRIC 10007 3733 TYPE 3 <br />SECTION Be <br />EMERGENCY OVERFLOW <br />884.4 <br />884.07 <br />884.2 <br />884.30 <br />884. :. <br />RETAINING WALL <br />883.75 <br />5.0 <br />RETAMANG WALL <br />POND 2 <br />NWL =883.5 <br />'HVL0887.6 IOOYEAR STORM <br />HVL =883.871YEAR STORM <br />Of Wei ,a.d <br />883.95 <br />EMERGENCY <br />OVERFLOW <br />4.44 <br />151,0 <br />NORTH <br />100 <br />,10CK ENIRANCE <br />13 <br />2 <br />SCALE IN FEET <br />sum rt <br />M. <br />ueeT Lre <br />MOO OM lair M WAWA. <br />T <br />P <br />I 10 <br />CITY OF <br />IlicEgkEs <br />M I N N E S O T A <br />PHEASANT HILLS <br />PRESERVE <br />12TH ADDITION <br />nwusm®maent <br />ED VAUGHAN <br />1402 Pheasant Hills Drive <br />Ling Lakes. MN 50038 <br />NE -NE i NW -N1 <br />1 SEC 28 SEC 27 1 <br />///////////_/////4.v / <br />i ,�4' / , / / / / / /// <br />SE -NE 5 ��/i <br />SEC 28 I,�i, / 27 <br />w <br />LAW) 440W Dan AA Mm..OKhee*. Or '10) w <br />peW.M aY me Or Meer my Mtn) *minion W IM1 <br />1 sn • My Lamed MPIw4w= E*g* enerr IM Ire <br />w w Slane an Minnow. <br />PM C. MOM <br />Data <br />L=en.. Na 40951 <br />M MOO <br />:.MrMw+v. ere <br />Men n Vale w +W omere.+a Mom and Maineo <br />Mtt RAN ON <br />00/20/51 KAKIS WAWA 8 MOOSE PAN <br />QUALITY NANAGOICMT Kr110: <br />eh <br />OAK <br />LOUCKS <br />ASSOCIATES <br />I1)_ • 400 byprig • UM tsego0 <br />bliwee0 • 4et1u11p <br />WI TWA Ire e4 012 WIrmAs. WN W <br />14411. 1NNP.Pa Acom.= <br />••• MM 54WW a+ <br />GRADING, DRAINAGE, <br />EROSION CONTROL & <br />TREE PRESERVATION <br />PLAN <br />911331 <br />C3-1 <br />
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