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DRAWN BY: DESIGN BY:
<br /> MISSION FOODS Anil," A,G. C.G.S.
<br /> CHCKD BY: PROD,NO.
<br /> (..x. C.G.S. 09-1232
<br /> ORIGINMARCH 3,2009
<br /> 75
<br /> PRELIMINARY GRADING, DRAINAGE / PROVIDE SILT FENCE AROUND EITUMIOFUS
<br /> INLETS WITHIN 24 HOURS OF
<br /> STRUCTURE INSTALLATION(TYP) (�.•• le„ �» EDGE OF NEW 600
<br /> 4 1 » " 2
<br /> u' u;'- tw r' I.. {!•" Ip" F:. ,.,. — r A"1 if10 IF'" w»/
<br /> EROSION CONTROL PLAN --- -= F— ——„... ,.' - ..,.•i--- ate— ��".. r_�Tj--� s-I > :. r. 1. • j
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<br /> Cityof New Brighton Minnesotalit ;
<br /> �...,.,a, .I, ��`. I I to •i9'» .ice• ,�>,+ ,Lf,. ,r,N -.(„a»\'\ ,�aN r-.•l{` `\ `... �t.i a„a ._
<br /> ,tXT " NBL.D927 ~ ,,I:6-.4 a ^�d`uia •rl'" r ,� 411.s5. ' /goo eer, ,"m9.•4�a -/-mt o — \ a t • J. I Z
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<br /> GENERAL NOTES GRADING a EROSION CONTROL NOTES I I� I '' DOSING CURB CUT �°' PROPOSED °a AND a
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<br /> T L'r y 1 PROMISE POSITIVE DRAWAOE r . ,1
<br /> An NPDES permit is required for construction, Permit is to remain on-site at •\ Vt" 0 g ' i AWAY FROM BU0D94G. - I• I I 0
<br /> The information shown on these drawings concerning type and location of all times. I +,,� ��a' 9't-� -7,� .:') mar. I I- 9 Z �,
<br /> existing utilities is not guaranteed to be accurate or all inclusive. The I v.; 'a a (-"irie: O ,A
<br /> contractor is responsible for making his own determination as to type and Provide rock construction entrance al all locations where construction traffic • .I rya/ I , I Q 1 I• �0 ' I _�- 1„ -��. rr/��I j Q
<br /> location of utilities as necessary to avoid damage to these utilities, enters onto existing bituminous roadways. �q_�je/qq I I 01 J�
<br /> Contact Gopher State One Call at 651 454-0002 for existingedit The Owner and Contractor will oversee and be responsible for implementation f `/_ YP"A 1 (� L : t .+•' _ _ ) 1 •t� ,uH K CO
<br /> locations. of SWPPP,and will be responsible for erasion control measures o-sl[o until Q ( A�9 r •
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<br /> fmal stabilization has been achieved and a Notice of Termination(NOT)has ,, /� p `�aT6� �� j
<br /> The contractor shall field verify size,elevation,and location of existing been filed with the MPCA. The Contractor and Owner shall make available to V 'v/� / / REPRESENTS1_ # �u
<br /> sanitary sewer,storm ewer,and walerma'n and notify Engineer of any the City and Rice Creek Watershed District a list of contacts to be notified if Me v S PROOF-OF-PARKING(TYP) \ .tva Q M
<br /> discrepancies prior to the start of installations. repairs and/or maintenance to site erosion control measures are required. I 44 �+>+r n ejia» O A
<br /> .'� PWD E CONOWETE SPILLWAY FROM // �;• (L4
<br /> I star riots shoe eenferm to the City Engineers end of Minnesota \ \ / E70STW0 CURB CUT TO POND NML ,.
<br /> All BMPs must be maintained with proper function until all site work has been Qt -
<br /> (CEAM)Standard Utility Specifications,1999 Edition,and the City's Standard completed and site hoe undergone final stabilization. ` • ! -PROVIDE RIP-RAP W/ F
<br /> Specifications. 1(r • " CEOTE%TILE FILTER FABRIC TO `--. » I
<br /> Contractor shall notify City Public Works Department a minimum of 24 hours Contractor to provide designated concrete truck washout area with oppropriote BrQ-FILTRl1 t;,,+ :_ a � a 1r� BOTTOM Cr`POND - 4,7 '.r'+" • 1"
<br /> prior to the interruption of onysewer or water services to existinghomes or sl na a Washout area Is to 0e a minimum el 50•from storm drains, BOTTOM':'0.00 M• I, _ r.-- I E 0.
<br /> usinesses. p Ion ditches,ponds,or other stormerolN features. Do not allow run-off from this 100-YEAR H 892.7 -(' L n n �..
<br /> area b constructing a temporary t or berated area large enough for liqui •d .+ r EXfS1WC ODWVSPWT/ROOF DRAIN 10 �'JY
<br /> y cons 9 Pa y a 9 9 qu (ALSO SE i DETAIL) 0•0' • / I� BE COLLECTED AND ROUTED TO IGia 1- - `
<br /> Notlf Citand solid waste. After waste concrete is set,break-up and dispose of /� LOCATION ON SAME SIDE OF CURRENT Ie_ m o V p
<br /> y y a minimum of 4B hours prior to the commencement of
<br /> onstruction. properly. ✓ k/ ROOF DRAINAGE BREAK 'I ,v IIyS w �g /� z
<br /> Contractor to provide topsoil stockpiles at location designated by owner. �� �� % 8 C.V.CLASS III RIP-RAP W/ NY'" /JO/ »r;» t1 n d `l j
<br /> Place stockpiles as far from drainvgewoys as passible.Provide silt fence at tir/ GEOTEXRLE FILTER FABRIC / --- kkk 22
<br /> 4 Wg-' Q 7r
<br /> downstream side of weed a locations. If stockpile is to be Inplace longer I f } P •rq., U
<br /> than 7 days,provide seed and mulch. J ,t<w EMERGENCY OVERFLOW I EMERGENCY OVERFLOW !-- f I m C 8 . i
<br /> ((B10-FILTRATION BASIN I) (POND 1) L _ I 10 8
<br /> An sediment reachinga public or private road shall be removed b Creel LOWER/RELOCATE III El ElEW893.0 I , w '' t x• O
<br /> CURB&BITUMINOUS NOTES cleaning(not Flushing)before the end of each work day. y s •
<br /> EXISTING SMALL Q ao;q t,',f '41)j% ROOF DRNNACE BREAK ' • r•i• CD 0 d
<br /> NECESSARY FORTILITIES AS 1 - % E10SRNG COVCREIE PAO FOR ROOF 01wN(ADo ly � $- V'
<br /> Removal and disposal of existing street materials as required for construction After paving,street sweeping and scraping is required for proposed parking lot 1 CONSIRUCRON l .>g Y CONCRETE SP0.LWAY AND EXTEND TO BOTTOM OF A' a
<br /> and for any tracked sediment onto adjacent streets. All tracked soils must tr BASIN-PROVIDE 5 C.Y.CLASS III RIP-RAP W/ (' r
<br /> is considered incidental � 'E �J „..p .;II be swept within 24 hours. ' ` �� CE07EX1riE OILIER FADAIC) ' z 8•. Ry
<br /> Backrlling of curb is incidental to curb instollotian. 1 1- - I_ I�.77
<br /> All select compact fill to be compacted 95%(optimum)modified proctor, - , \ 8 CLASS Ill RfP-RAP W/ j -` tL1" o
<br /> Use traffic control measures in accordance with the Minnesota Manual of 33 3 i • e. 6 C.Y.C.Y.lCLA FILTER FABRIC �\_- •tom- 6La �'- E O O
<br /> Uniform Traffic Control Devices(MMUTCD)as necessary whenever grading, Turf area(s)to be seeded within 14 days alter completion of rough grading. __, _ ;t 2 ,
<br /> utility,or paving operation encroach onto adjacent streets or public ors ')gym I eve I' " / Q
<br /> right-of-way. ErAteoLdetmooter management features during ntl he+•s of<pask..al m. - ) ,w
<br /> B10-Otrollan basins to be constructed at end of propat only after r'• :I s- EXISTING CONCRETE BUILDING P8OPOSEO ADDITION F 'T- -L"' '•e,xet
<br /> Restore disturbed street to existing or better section. stabilization of upstream drainage areas. N I1 j MATCH EXISTING OLDC FOE '(
<br /> FOUNDATION AREA = 100.855t sq. U. ;— „
<br /> Saw-cut existing bituminous and concrete curb to provide butt-joint.
<br /> /, F.F.E891.55±
<br /> EMERGENCY OVERFLOW ee R e �j/�.} F•r�• C9 Lu
<br /> ((BID-FILTRATION BASIN 2) ••l•L B91.55± .� •r" oci C
<br /> ' n.,. lie + DEV•896.3 .L ,�I�_--, r»n I _ _ g
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<br /> ill
<br /> 99. I- e a zv
<br /> j g rem :e,-i. a _ g
<br /> �, Ir S RRT FTI IRATION RAStN 07 t• .. '%�� F- _ _ Z
<br /> �" _ ..r / BOTTOM-893.5 r',r-i r-'s r i .». I .es..n 0 Y O
<br /> -, •1.I ... - 100-YEAR IIWL••895.6 II I ( N
<br /> 1 If 'T° 'I �'i�/ (ALSO SET DETAIL) 4, M 99};FW' /' ; sq,, I •Z� .' �C H m .gw
<br /> I l EXISTING CONCRETE PAD FOR ROOF DRAIN(ADDS-M�� --- f , '..-Ei_\.» - W E _
<br /> - •,r CONCRETE SPILLWAY AND EXTEND TO BOTTOM OF EXISIINC SILOS AND ..'A.,..,:‘,..N...1 ---- -e •! z 0.
<br /> {I BASIN-PROVIDE 8 C,Y,CLASS III RIP-RAP W/ CONCRETE PAD TO REMAIN , --- I ,sdr- mu
<br /> 33 L,_ , CEOTEKTILE FLIER FABRIC) 1i L___
<br /> ' ' I sr I / 4r , v / •�(�ts:� _� I�» LAMPERTnARCH.
<br /> • NE
<br /> 1 F? _ . >I
<br /> A0,k .4 40 L7 i' f./l t r _ 4 91,_ — a Han Lake,MN 55304
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<br /> 4,I -+M -__ •/tL1Rwc ID �t.`• •. (J3n\ LSLl• {`i» PHONE:(763)785-1211
<br /> L! I (_ lty "y .I. -urns s seeu IV. 1` IIf'
<br /> LEGEND I 1� !l •Lv��l/, I \ <• 3js x 'iix �,/., » t �. " '�:,
<br /> p •d ; h. PROPOSED POND E i
<br /> -L- -� - -V't7�a:�.?;^ •w-1.:- .' `h1:- M..690.00 ♦ t
<br /> Yf Light Pole +jry¢ 3. r COD-YEAR HWL-891,2 w h r Ir"� I I
<br /> E///� _ E:.Y�t:�' ja •19" h ems, _,/ I
<br /> SQ Existing Sanitary Sewer Manhole s'y i--- �L�•e'\ .Wr .�a r\ •f,/ •,� >., ,n �, ��.;" .raw
<br /> Li" I. r`. ro tpw',t:!' t4 �a,a �...9 Lr w '!u
<br /> QU Existing Storm Manhole/Coach Basin I „s , il l; E�s. w; `=r y,tr I- �� I Ir---'--, i--, I , uUe fir. .r.a 9_I SITE PLANNING
<br /> ® Proposed Storm Manhole/Catch Basin I -� 5 E:(I)'n1 k"» �atP L7 •�'" L',.y .�,» ,�a/+e op sin , r▪ I BENGINEERING
<br /> PIV Existing Post Indicator Valve Proposed Concrete Pad I ••LV" N --Li'-' •1'» .Jn •E •ir" j/•i ,zse " .m,b+yy V m• PLOINE
<br /> o° i1 defaf I u O T.tt s•» st,:, n• u .�., y c— » ENGINEERING,INC.
<br /> IX Proposed Gale Valve pp '• Ir� Existing Concrete Pad L=. P '� ate - , !' •T
<br /> f4=+r,; g ��)) .,. .� L5'` _ —I► ,,. •—� '' !1 •Ore..
<br /> ExistingHydrant r9 ri` ru II L M(' _ `.(�) /'' n\ SUITELAKOE DRIVE
<br /> Vii Y tb r.• �P' T}Faa r 1 /' /(t :'t•+j •„'( a LINO LNCES,MN 55014
<br /> Proposed Hydrant ':'. I * ^I I COMING CUPS SUND TO BE REMOVED �a..ii
<br /> L°fe`.ler'../ `\\`"',':1 `mot ?a-+,-.�'
<br /> • Existing Apron r^� n a' t PHONE:(651)361-8210
<br /> �_- '` ,Lw., •wr • .Lp» ,LP•a .1e. .10... ,L'l" .; •L?" " .t)le �' \ .Nwr FAX:(651)361-8701
<br /> O Proposed Proposed RproRap ie 33 - 33 r1,1_I�� I 1' (� 1 II►xI...t. 4 ELrot Ir••' NORTH
<br /> 17 le" II1I- I III
<br /> —906— Existing Contour L—:_..-• • Per" • -894 -
<br /> �«►~• rra�. rr» .. �°• rrr`• tea �d tt�1
<br /> _y p_ Proposed Contour o I I " 7.5'WIDE OVERFLOW
<br /> —ems— Existing Watermaln ''' I I ELEV=890.0
<br /> —I^— Existing Sanitary Sewer m 11 PROVDE ENKH��(OR OTURF (PROVIDE F-REINF OR APPROVED L1--
<br /> EQUAL(PROTURF-REINFORCEMENT MAT) l 'CI •J
<br /> , I REINFORCEMENT MAT)AS SHOWN
<br /> xx Existing Storm Sewer 111104.40 FEET
<br /> PROVDE 21 C.Y.CLASS 91
<br /> RIP X— Proposed Storm Sewer W1/4 CORNER FABRIC(PLACE THROUGHOUT R
<br /> --Pa—
<br /> SEC.21,7.30,R.23 OVERFLOW TO EXISTING FENCE) ell
<br /> x Existing Fence
<br /> —s Silt Fence
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