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POPE
<br /> JOIN SECTIONS
<br /> FABRIC COLOR A "B" "C" "D" or "CI A R C H I T E C T S
<br /> M A.-FANWSWENCLAWEANH Fa ` SHALL BE I"" ,; NEENAH R-3067 CASTING SIGN--0
<br /> INTERNATIONAL " b' S. 6' Y B. (a.•Mua w aa) 0
<br /> ,, ORANGE \ INSTALL MINIMUM OF TWO
<br /> WRAP POSTS AND = m• e• Ta• 8• 0" V (SA N MOOT OF ass 0 0.2 FT, REINFORCED CON-
<br /> TIE TOGETHER "„
<br /> , n• r Of e• a• J. cam.ADM a<) CRETE ADJUSTMENT RINGS.
<br /> w \\\ �i�♦♦ �• a• B. 1a• CO r O. Tat.moo ea) I PLACE FULL MORTAR BED A V jitlfp_$Zatlfi.23MfisNfirih
<br /> r,., _ ,, ♦♦♦ ���` ,b o 1m• e e m• tc�.aw ac.) BETWEEN RINGS, AND
<br /> Ipjll� -v \\ PERSPECTIVE ♦♦ ' ♦♦ 'or DK Or m' 1z' MORTAR INTERIOR AND
<br /> 'I \\ ♦ '♦ EXTERIOR OF RINGS. 8X8' MIDI
<br /> �i
<br /> II�,,I�II,II,@ p VIEW •.\ ��♦♦. 1m• 10" Mc 1r 1r F of ICLEPRCKNPOPE ARCHITECTS,INC.
<br /> ONTROL PAD4::
<br /> IIrp II \III\ ACOTE%TILE FABRIC INT MAXIMUM 1 Fi. OF RINGSo � 1295 BANDANA BLVD N,SUITE 200
<br /> IIIIIII \ISTD..SPEC•3 86E H FORD SELFINCLUDING MORTAR � 6 -i� ST.PAUL,MN 55108-2735
<br /> / H e a , =e
<br /> SUPPORTING SILT FENCE 4 (651)642-9200 I FAX(651)642-1101
<br /> 2 INCH SQUARE HARDWOOD, I REINFORCED CON-
<br /> PINE OR STANDARD T-OR REINFORCE WITH SNOW FENCE, ��`� I ��CRETE COVER •(16.26 " w.popearch.com
<br /> U SECTION STEEL POSTS.DO WIRE MESH,OR STIFF PLASTIC I1II "\� ` 1 i I I- E 11ff24"-~�11 CONFORMING TO www.popearch.com
<br /> EXCEED MAXIMUM POST FENCE IN AREAS WHERE ACF ENVIRONMENTAL I)1 III - _
<br /> SPACING OF 4 FT.O.C. T CONCENTRATED FLOWS OCCUR 2831 CARDWELL ROAD / 16" MAX ASTM C478 A !-p•
<br /> 1 1I /(SUCH AS STALES,DITCHES, RICHMOND,VA 23234 III 1/-III = TIP •F : RM •Y_' �•Y>%_r =• =:I,i'ie
<br /> AND IN FRONT OF CULVERTS 800-448-3636 PHONE -I L 1-,1
<br /> ( __ _ 24".36" BYAN I K COMPANIES
<br /> 11 RECTANGULAR MORTAR JOINT OR
<br /> AND CATCHBASINS) 804-271-3074 FAX _ �4I' -III- = OPENING USE PRE-FORMED PLAN B H S I N N S B R U C K
<br /> LAY THE FABRIC AGAINST THE A JOINT FILLER
<br /> SIDES AND BOTTOM OF THE -III-I
<br /> 30"MIN.HEIGHT ENC. WNAAHKF VIBRATORY ?-IIIIII ` =��NEENAH R-1981-J REINFORCED CON- IMPERMEABLE LINER
<br /> COMPACTPLATE COMPACTOR I- - - � ` MANHOLE STEPS CRETE SECTIONS (10Mi1 PLASTIC, RUBBER OR SENIOR HOUSING
<br /> -III- OR APPROVED \ CONFORMING TO ENGINEERED CLAY) \\ \ NEW BRIGHTON, MN
<br /> = ' EQUAL
<br /> 3jT ASTM C478 SURROUNDING BERM
<br /> DIRECTION OF /6' MIN./ // 4 1. NOTES:ACF ENVIRONMENTAL SILTSACK AS REQUIRED �.)�_ Ft JOINTS SHALL BE
<br /> ed RUBBERS"O R3NG6 [-- /
<br /> SURFACE FLOW
<br /> USE
<br /> �-o . O -
<br /> vv
<br /> • I \ 12 MIN i 12 MIN.
<br /> ,,.�p \/ \ T' '\ \ \ SEDIMENT CONTROL DEVICE,OR
<br /> h4�K�V \��I \ \.f c,• i• /\ �/ APPROVED EQUAL 16 O.C. GASKETS. . 0 f1l '& EXISTING GRADE
<br /> vv, / V /�\ VA// VAS\ \ �V4 COMPACTED = ,
<br /> Y /. / / / /\Yj\ 2. RIITSACK SYI F:REGULAR FLOW(40 SEAL OPENINGS EMBANKMENT L
<br /> 24"MIN.DEPTH,\ \ \
<br /> �,x/ /O ",� GAL/MIN/SO.FTJ,AVERAGE WIDTH 6"MAx AROUND PIPE WITH MATERIAL, 8'x8' MIN. 3:1 OR FLATTER
<br /> "WI vH 6"MIN., v\ STRENGTH EQUAL TO 165.0 LBS./IN., CONCRETE BLOCK Typ SIDE SLOPES
<br /> / 4ASTM D-4884. USE RECTANGULAR OR AS REQ'D TO
<br /> Q\ \,�\\,a\QQ ANCHOR RECTANGULAR / AND MORTAR. BOTH
<br /> {��y�NATURAL SOIL FABRIC IN SILTSACK ON RECTANGULAR INLETS. AND OUTSIDE
<br /> A\� // 7 /�� SOIL USE ROUND SILTSACK ON ROUND /: e '
<br /> USE LATH AND STAPLES TO \ �'' \-.� 7 INSIDE MANHOLE CONTAIN WASTE CONCRETE
<br /> • /. 1_ TYPICAL SECTION
<br /> ATTACH FABRIC TO WOOD \ ,S,.. /\ STRUCTURE SHALL
<br /> POSTS.USE TIE WIRES TO (/ ��Qyq SECTION VIEW 3. INSTALL AND MAINTAIN SILTSACK IN D I- C - � BE FINISHED SMOOTH.
<br /> ATTACH FABRIC TO STEEL \j4\\ %\� ACCORDANCE WITH MANUFACTURERS
<br /> //// RECOMMENDATIONS.
<br /> POSTS.USE HOG RINGS TO \ 3 ANCHOR SUPPORT CONCRETE WASHOUT AREA INSTALLATION NOTES
<br /> ATTACH FABRIC TO WIRE MESH POST IN SOIL REINFORCED CONCRETE 1"MINIMUM- CONSTRUCT BENCHES WITH CONCRETE
<br /> BASE SLAB CONFORMING CONCRETE FILL.THE TOP OF THE BENCHES 1. SEE EROSION CONTROL PLAN FOR LOCATIONS OF CONCRETE WASHOUT AREA(S).TO BE PLACED A MIN.OF 50'
<br /> SILT FENCE INSTALLATIONFILL SHALL MATCH SMOOTHOSPRI TRANGUNE OF THE
<br /> CATCHBASIN INLET PROTECTION TO ASTM C478 AND PIPES.BOTTOM OF BENCH SHALL FROM DRAINAGEWAYS,BODIES OF WATER,AND INLETS.)
<br /> MNDOT STD. PLATE 4011 PROVIDE A TRANSInoN
<br /> FROM INLET TO OUTLET. 2. THE CONCRETE WASHOUT AREA(S)SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
<br /> 3. VEHICLE TRACKING CONTROL PAD IS REO'D AT THE ACCESS POINT(S). / \
<br /> AS
<br /> STANDARD STORM SEWER CATCH BASIN 4 NECESSARYSIGNSLL TO C RBECLYDINDI ATE THEAT THESLOCA IION OFT THECCONCRETE WASHOUT AREASAT THE WASHOUTSTOAND OPERATORSELSEERE OF CONCRETE Z �Sunde�
<br /> TRUCKS AND PUMP RIGS. O
<br /> 5. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION. ENgieeerie PLL
<br /> CONCRETE WASHOUT AREA MAINTENANCE NOTES lalY
<br /> 6. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN
<br /> CTI� A� CAPACITY FOR WASTED CONCRETE SULTIN CIVILNGINEa
<br /> a�. A 1 CONSULTING ENGINEERS
<br /> HAND-PLACED RIPRAP 7. AT THE END OF CONSTRUCTION,ALL CONCRETE SHALL BE REMOVED FROM SITE AND DISPOSED OF AT AN10830
<br /> 2' 1_( ) APPROVED WASTE SITE. r , °L MS)TON,MINNESOTA MAW
<br /> 54 r MNDOT 3601 AND MNDOT 2511 V
<br /> -1913 FAX
<br /> 8. WHEN CONCRETE WASHOUT AREA(S)IS REMOVED,THE DISTURBED AREA SHALL BE STABILIZED PER SITE EROSION Ivow sunEenal.co
<br /> GRANULAR FILTER CONTROL MEASURES.
<br /> (MNDOT 3601.2.8)
<br /> 9. INSPECT WEEKLY AND DURING AND AFTER ALL STORM EVENTS.CLEAN-OUT OR COVER WASHOUT AREA PRIOR TO
<br /> COVER THE AREA OF THE TWO LAYERS OF TYPE IV TIP-IN OR
<br /> RIPRAP WITH THE FABRIC AND pT Au GEOTEXTILE FABRIC(MNDOT 3733) TIP-OUT 1/2"N PREDICTED STORM EVENTS TO PREVENT OVER-FLOW.
<br /> EXTEND THE FABRIC UNDER LrmGUTTER ON-SITE CONCRETE WASHOUT AREA
<br /> THE CULVERT APRON 3 FEET B .,: SLOPE 3"ft
<br /> 4 • j/,11 DEPENDING
<br /> ���,,,, 1 .i1`•�;' •�••l. PAVEMENT 1 br
<br /> •�•�-�•• �•14re l'�� GRADE 3"R 3
<br /> Aar C♦ •���•• •1•• A PE a �/
<br /> w 4pelt ♦'. •4•4 1/2"R sip
<br /> 1•
<br /> ♦7•�• ••01 ♦'i'j• NOTE:
<br /> 6.••.•♦ ���-,.... 4 INSTALL GRANULAR / O
<br /> FILTER AND TWO
<br /> ♦ �i� ►�♦�i�• LASERS OF WRAF!
<br /> USE 1.5'DEPTH FOR 1 ••'��•t•••�� 600X GEOTEXTILE ir U CITY
<br /> PIPES GREATER THAN 4 B ••♦ FABRIC(OR
<br /> 30"DIAMETER,BUT L • APPROVED EQUAL) .7 SUBMITTAL
<br /> LESS THAN 48" I BENEATH RIPRAP PMOMS SU:n E A.OF �""�
<br /> DIAMETER. USE 2' v`riee muM
<br /> DEPTH FOR PIPES an CBI `^'40'°^ avm axats
<br /> GREATER THAN 48" CLASS III RIPRAP .FROM UP440M Mom' �/ 2/14/20
<br /> DIAMETER. 1 / METHOD'0'(NO TRENCH)NO SC. O
<br /> 1 (M NEXT 3601 AND MNDOT 2511) tl1�I�OH t
<br /> 1 GRANULAR FILTER / R n' ra m\
<br /> •+ (MNDOT 3601.2.6) V' �.s °tr"'�c CAW°`"a a°M' / O
<br /> RIPRAP REQUIREMENTS O >u aTwaA% MEM
<br /> NR10••�? -1/
<br /> INO LAVERS OF TYPE IV ,.
<br /> CLASS III CLASS IV• GEOTEXTILE FABRIC(MNDOT 3733) . . Ma �1aau
<br /> 9" 12" W 12" xi SIDE SEAM ABUT I••I
<br /> ,aMo, �, r STAPLE DETAIL O
<br /> D 18" DEPTH 24" DEPTH DIMENSIONS - •• � y� sncsem
<br /> PIPE DEPTH GRANULAR DEPTH GRANULAR CONCRETE °'�
<br /> DIA. L RIPRAP FILTER RIPRAP FILTERI HEREBY CERTIFY THAT THIS PLAN,
<br /> (IN) (FT) (CU YDS)(CU YDS) (CU YDS)(CU YDS) urn u ux. <�' F -t -.
<br /> w(6 CU.YDS./LIN.FT./ ,t I IT BY ME OR UNDER MY DIRECT SUPERVISION
<br /> 12 8 4.1 2.1 5.5 2.8 H A B O Z UN.FT. CU.YD. SPECIFICATION,OR REPORT WAS PREPARED
<br /> AND THAT I AM A DULY LICENSED
<br /> 15 8 4.4 2.2 5.8 2.9 one ,�i,a 0,, PROFESSIONAL ENGINEER UNDER THE LAWS
<br /> 18 10 5.9 3.0 7.8 3.9 ,1•,� 1 °"' O OF THE STATE OF MINNESOTA.
<br /> 6" 8" 13 1/2"6612 0.0474 21.1 r
<br /> 21 10 63 3.2 8.4 4.2 •-- •aw 00 II CA.PE.
<br /> '`'
<br /> 24 12 8.3 4.2 11.0 5.5 RIPRAP AT STORM NOT TO SCALE - = a,v" +`( 'Vi' _'v` MAPLES ME'POEM
<br /> 27 12 6.7 4.4 11.6 5.8 SEWER OUTLETS ,I I'� ""�"`
<br /> 30 14 10.9 5.5 14.5 7.3 B612 CONCRETE CURB AND GUTTER SIDE SEAM OVERLAP Z Mike R.Keeler
<br /> 36 16 13.8 6.9 18.3 9.2 ma STAPLE DETAIL
<br /> 42 18 16.3 8.2 21.7 10.9 m re SLOPE TRENCHING "o SCALE
<br /> ® DATE:2/14120 REG.NO.: 40426
<br /> 48 20 19.4 9.7 25.8 12.9 emloa METHOD"e" O
<br /> as son
<br /> ea RE
<br /> 0.
<br /> "o SCAPE
<br /> LOPE DETAIL O1C'a,Ym� r,r�++'i (v t aavm su slTTmr wrc Mn onus
<br /> _ earl 4," ,&. Ewa
<br /> p,,...,. i
<br /> tr.,_,,,I,r,,,,..=.r.,.x..,„,,
<br /> 2 ROM CC SWAM Issues
<br /> ATMELMEE
<br /> 44 . AVM CAME EA Me and
<br /> PUBLJC ����� WASHED INCH DIAMETER
<br /> MNDOT ;%%' , .6 Mo,as 'Nil`„ ..z-ARTS v.
<br /> Revisions:
<br /> IM
<br /> ��� STANDARD SPECIFICATION ��
<br /> 3137 CA-1, CA-2, CA-3 ''�
<br /> •�016 OR EQUAL COARSE NG
<br /> American mai
<br /> BOTTOM OF SLOPE SLOPE TRENCHING Excelsior
<br /> Oti O
<br /> AGGRE
<br /> GATE END1"Rou ovERUPQ TERMINATION O METHOD IX'cA"
<br /> © ooFImN aam p�
<br /> „o SCALE
<br /> O0OOOOOOOO a
<br /> / O OOS� OoOOOo.
<br /> O O�O
<br /> 6
<br /> NOxO OOO• I I AMERICANESCTONLSI
<br /> ,OR CSMPANY PN .m. a�b
<br /> MINIMUM ,,0 OO O •, OTHICKNESS � 00000s,
<br /> ,' OOO ,
<br /> 50 FOOT .VO00 00000006•
<br /> MINIMUM - 00000000•, ,.,.,."
<br /> -
<br /> LENGTH 1..,,'00o0•0••i
<br /> MNDOT STANDARD ,� o•,
<br /> SPECIFICATION 3733 20 FOOT
<br /> TYPE V PERMEABLE MINIMUM
<br /> GEOTEXTILE FABRIC WIDTH
<br /> MATERIAL BENEATH
<br /> THE ROCK
<br /> DETAILS
<br /> 24-INCH HIGH CUT-OFF DIKE
<br /> WITH MAXIMUM SIDESLOPES OF
<br /> 4:1
<br /> TEMPORARY ROCK CONSTRUCTION ENTRANCE
<br /> SHEET
<br /> C 1 . 5
<br />
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