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EROSION CONTROL NOTES
<br /> I. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES
<br /> SHALL BE INSTALLED PRIOR TO CONSTRUCTION. - -•___
<br /> 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.
<br /> 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. /
<br /> 4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL ��_ ��/�
<br /> • MEASURES.
<br /> 5. WITHIN TWO WEEKS OF SITE GRADING. ALL DISTURBED AREAS SHALL BE
<br /> STABIUZEO WITH SEED, SOD OR ROCK BASE. SEEDING SHALL BE IN •
<br /> ACCORDANCE WITH MNDOT SPEC. 25,5. SEED MIXTURE SWILL BE MNOOT .:t
<br /> MIXTURE 500. ALL MULCH SHALL BE TYPE 1 AND SHALL BE DISC
<br /> ANCHORED. FERTILIZER SHALL BE 10-10-10 COMMERCIAL GRADE • ----_
<br /> MEETING THE REQUIREMENTS FOR MNOOT 3881 AND SHALL BE APPLIED _ --
<br /> AT A RATE Of 200/LBS. PER ACRE. 500 SHALL MEET THE REQUIREMENTS �---
<br /> OF MNOOT 3878. ALL AREAS TO BE SODDED OP SEEDED SHALL BE 3110 S o�
<br /> COVERED WITH MINIMUM OF FOUR INCHES OF TOPSOIL
<br /> r
<br /> 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND '''
<br /> MAINTAINED IN ACCORDANCE WITH CITY. WATERSHED DISTRICT ND ,i (•'..
<br /> MINNESOTA POLLUTION CONTROL (NPDES) PERMITS. a
<br /> 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES. /1 '� t 1 — - --
<br /> INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT -
<br /> FENCES. DURING THE DURATION OF THE CONSTRUCTION. j• j
<br /> ), .
<br /> 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE _!
<br /> CONTRACTOR.
<br /> 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS 'D• - - --9a-•5
<br /> ESTABLISHED. ,
<br /> 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ) 1 >+a..14,) ..:::-."::------
<br /> e• ���'
<br /> : .. Dom �i
<br /> ONTO EXISTING STREETS AND PAVED AREAS. \, ;#::: .`7. / ''�
<br /> • 3i'-'F�:Y4'3- ' ./ ' , •
<br /> II IF BLOWING OUST BECOMES A NUISANCE. THE CONTRACTOR SHALL
<br /> APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. X ' LF .i �..r /r'. ` •
<br /> �
<br /> 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS
<br /> 'I -„ rCB•4 /JJ,
<br /> F, _ 3RMNm901.t0. J//
<br /> LEGEND I 'r I •/'
<br /> —..AAAA •_...:c.__-_.___ DENOTES EXISTING CONTOURS y - • -
<br /> 998-•---- DENOTES PROPOSED CONTOUR _ - F I.{� '
<br /> •
<br /> •
<br /> 1.07♦ DENOTES PERCENT OF GRADE41
<br /> •,L ', /���
<br /> ---- DENOTES DRAINAGE ARROW Q \\ ..\
<br /> ,`• 4 .., J
<br /> .1C3.--3-.••;14..:'W4.-4-4-4.--. DENOTES EXISTING STORM SEWER = \ • `.' V• •t :/,'`�
<br /> \.'
<br /> Jr STM sCk'�fj�U DENOTES PROPOSED STORM SEWER = ` x -, a ,.: i.'. 1• _ \'' t
<br /> 7 F V.// �y ,E
<br /> 17 C L U❑f7 C❑O L'G❑ DENOTES EROSION CONTROL SILT FENCE S {),I;V :��µ.cJ i 7`. CUTTE
<br /> I • 'l TIPPET
<br /> •9105 DENOTES SPOT ELEVATION. WHEN SHOWN U) •
<br /> NEM A CURB UNE. DENOTES GUTTER ELEVATION `
<br /> 7 •
<br /> `(-� •\ • 901.96
<br /> 1�-,-2* r..'S.-i}-.1a 1 DENOTES ROCK CONSTRUCTION ENTRANCE a:Lai•'
<br /> , 9� 9:13 .t.,� ;SOCK
<br /> • _ DENOTES CURB & GUTTER TIPPED OUT \ "•.nom.,. r, ?' ♦ \-V��.' •,_`
<br /> ' ' • V DE-ICE
<br /> DENOTES PROPOSED OE-ICING CONCRETE
<br /> .:.•
<br /> •'q!1+• -, a'L
<br /> IRN 9 • �1
<br /> 02.37 •903.01
<br /> CONSTRUCTION NOTES: ` • 3 z.
<br /> 1. REFER TO ARCHITECTS SITELAPLAN FOR ) L '�-� r A.I'.. '..rCOn
<br /> BUILDING AND PARKING LAYOUT DIMENSIONS MND COORDINATES. 1 '' - „r
<br /> 2. PLACE AND COMPACT A MINIMUM OF 4" CL 5 \ I 1 `7..A-:.1.7'S yuIT
<br /> AGGREGATE UNDER CURB & GUTTER. \
<br /> 3. REFER TO ARCHITECTS PLANS FOR REPLACEMENT \ EROSION
<br /> ANT) REMOVAL PLANS. CONTROL FENCE
<br /> PAVEMENT SECTIONS �."I:.r.
<br /> l.__.-._ -� HEAVY DUTY BITUMINOUS .\•E yR^;.^ I.
<br /> I 1/2' MnOCT 2331 BITUMINOUS WEARING COURSE _
<br /> 2 1/2' MnDOT 2331 BITUMINOUS BASE COURSE '•�
<br /> B' CL 5 GRAVEL (100% CRUSHED QUARRY STONE) 'I • I
<br /> (FBASED SNS LE SUBGRADE, INCREASE THINCKNESS ` \ `
<br /> NOT 1..�— _ 1 LIGHT DUTY BITUMINOUS I \• .9i_I.` 390,1)k•'4 O.• ,r 71.3,
<br /> 2 1/2" MnDOT 2331 BITUMINOUS WEARING COURSE :N'30 6 n G, .
<br /> 6' CL 5 GRAVEL (100% CRUSHED QUARRY STONE) .5T *5,15 Y,A',-<
<br /> A BASED ON STABLE SUBGRADE, INCREASE THICKNESS •`\
<br /> IF NOT STABLE \ L
<br /> WARNING \ ' `
<br /> THE CONTRACTOR SHALL CONTACT i`�I alb(;.;;-iR01„+,
<br /> BYA
<br /> ALL PUBLIC UTILITIES FOR LOCATIONS R,;,i Y.
<br /> OF ALL UNDERGROUND WIRES, CABLES. 11,`. 3?:., v-:-;t:n:£
<br /> CONDUITS. PIPES. MANHOLES. VALVES. t ' H�'J
<br /> OR OTHER BURIED STRUCTURES BEFORE 1 .
<br /> DIGGING. HE SHALL REPAIR OR REPLACE ' •
<br /> THE ABOVE WHEN DAMAGED DURING '�
<br /> •
<br /> CONSTRUCTION AT NO COST TO OWNER. \.
<br /> S_
<br /> BENCHMARK: ^ `41
<br /> MnDOT BRASS DISC IN CONCRETE "POWER AZIMUTH MARK” �j •
<br /> _ SOUTHWEST QUADRANT OF HWY 169 AND CO. RD. 12 Tci ffELEVA.T1ON = 902.23
<br /> 111 REVISIONS ISIONS ERl1iY OFRA'i1FV'Nt,ic ,s1.V3.lPif.VCGTMJN. \ ' ••DATE BY REVISION a'VOR,RAS PRF.RAREO 3+'M.F.OR UNDER M. 4-RF.: SCHOELL & MADSON, INC.
<br /> ONIMMIIMEMINIMMIEMEMINIE SURERY15,UN ANO THAT I AM A DULY RE•',:STEREO R' SS•ORAL --
<br /> _ EM:iNE(?UNDER THE_AWS OF -E STALE OF PR.; STA, - 1 ENGINEERS ♦ SURVEYORS ♦ PLANNING
<br /> '' 1 SOIL TESTING • ENVIRONMENTAL SERVICES
<br /> '2 �� --
<br /> — —_—�— 10580 WAYZATA BOULEVARD, SUITE 7
<br /> DATE: REG. •'o ---- MINNETONKA, MN 55305
<br /> n -- _ --- (812) 546-7601 FM: 546-9065
<br /> I� 111.11111111
<br /> \ %EV.rwED Tr: MATE _ I www.scho•Ilmodson.con,
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