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S
<br />W
<br />GRADIN6 NOTE
<br />ADD EXCESS FILL TO
<br />BACK OFALL LOTS.
<br />l
<br />PLACE EITHER :� r
<br />L SILT FENCE, OR { �,7 Z 1
<br />2. STRAW BALES OR BIDFILTER BAGSALOM.. �
<br />3/a
<br />A,VD THE 70E OF THE SLOPES n �zx �B/
<br />AND TOE OF FILL SLOPES H�
<br />75 69
<br />�
<br />/i
<br />PLACE 6"CL II AB 1N X -HATCHED AREA P (g
<br />OR( H&7 \3 %:
<br />A
<br />I' (o7. G \ PLACE 65 L. f /2"HDPE — _ o r / 1 / 17
<br />STORM DRAIN H//FLARED t _v..�.. .. - _ - .- �%!/;;i/,%'
<br />W
<br />/ CONSTRUCT
<br />\ / \ DRAIMA GESWALE INSTAB'�tREDRA/I
<br />\-
<br />\\ 7 5 fl PAVE-AP"RBN �'-
<br />70 FARM ROAD
<br />WOVEN "RE FlNCE (1. 111 GA. YIN_
<br />L MAR, r YES. SPACING)
<br />C i0 C. lr PEKE PO0t5. ORrvFH
<br />YIN. IE INTO GROUND
<br />osts
<br />/ f / HOGHI
<br />IFILTER
<br />N.
<br />IT YIN.
<br />�! PERSPECTNE VIEW
<br />Or MW. FORCE POST
<br />MESH- SPACING) se, FILTER CLOTH OVER
<br />FLOW yUNMIS ANTED GAOunn
<br />EMBED FILTER CLOTH--�-
<br />,
<br />4 nN. r WTD GROUND I Ir MIN.
<br />' fl' SECTION
<br />CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
<br />I WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: SLEEL OTHER "r OR 'If
<br />TO FENCE POSTS WIN mRE TES OR STAPLES, TYPE OR Y NAHOW000.
<br />3 RLMR CLOTH TO BE FASTENED SECURELY TO FENCE' WOKN WIRE. Ic GACE.
<br />WOVEN WIRE FENCE RON TES SPACED EVERY r WR. MESH OPENING.
<br />24 INCHES AT TOP AND WRA-SECTION.
<br />FILTER CLOTH: FILTER Y. MWFI
<br />_ — 3 WHEN TWO SECTIONS OF FILTER CLOTH ANOIN I00:. SEABIUHM TIWN
<br />EACH OTHER THEY SRAL BE W M.APPfO at OR APPROVED EQUAL
<br />6 INCHES AND FOLDED.
<br />.. PREFABRICATED UNIT: GEOFAS.
<br />AND MAANCE SHALL BE W PREFORMED AS NfiDEO 'QUAI-DWRAFENCE OR APPROVED
<br />AND MATERIAL T ESILTEO NCE, 'dULGEi EOVAL
<br />DEVELOP IN ME SILT FENCE,
<br />rto_
<br />\\ \.--+�_' --- _�----1—""�.`� '..%:% /_!�/- i - - rta N' YSVOr" �� '+ :8 /i'i 'J/%"l' / ~-a%_lJ '�� ✓ 3�1^R4 FALL
<br />6EDDIMC DETAIL
<br />wp
<br />_ 05
<br />• ice. ._ l LU R c N-
<br />.11 xry
<br />_ .DOTH HKLO ,
<br />/ = cox ca
<br />REPAIR, OR
<br />N . __- -- ''-6 _ . tri � = Ln�/:• IIIAL olvi niiin
<br />0
<br />z '.
<br />_ B
<br />IS
<br />"_ --__ _. _ -__- --_ . _. _.-. ___ ,Q \ _ �- � � � � \ a Aac.ORINc DETAIL
<br />y
<br />COMIC, \
<br />• � ,.. - - - i �O CONSTRUCTION SPECIFICATIONS
<br />• •• .�' --"` _ - / ` _ _, _ - __ _ Win twu u nA[Eo AT IAL roc Or A imr[ a a Na Lwro.W Aro w A w. nM
<br />` -
<br />:• • ; ' ''/ - to + ....—F FOD'-.-_. plo Z /0(0. S I cps Illalnr .uumnc ME .axct Son.
<br />�, Lp w ME saNL A wxwlM w . wcnLs ANO n.cEp m WL
<br />c.Lpo
<br />.- ' �
<br />\\ • .• "'- ,..'' S �+ % %� ! W22 pW[ [( eLCUIl0.Y AxCxcPEO x L T .0 M1V f.AxLi M AL Y.r[ pW[M
<br />• i �,� + ` MPG1p M[ YlE ME ilRtr 2'M[ x .. WL RALL .E a.M TO. M[
<br />2 / ` — ^ D fl a V Up [yL .r ro ronct IAL . D.. s or 2NxLL .1
<br />SEE SHE.6 FOR '•' i' .cs-_--"'-$�_ �'}, !D(c.Z p%t pP„[rvwrv.,„ML WLS.
<br />DRAINAGE DETAIL \ `;• / /W "'/ l _ / w. W [HALL .[ RIOM,m AN, FROA. P.L wE Ww L as pL Aw, r A. xC_ -
<br />/�"' �' _ s. .LOCA o. IM•M.I smw'La+ aP oww.c[ a MLW uaw.w[aa m As.., 10
<br />1 r
<br />'^s ` \
<br />/ DO�� y /o kph i� / I/D 2 .[ Pa ..E. rx
<br />A a
<br />i 6 " i -' � [ESWL
<br />i
<br />� STRAW BALE DIKE
<br />/Oa o 106.3 /o 6.S
<br />A E
<br />N
<br />•.. o Fs / ,L o6. rP r'•—''� --` 't- rp A � _+-/' s��-'> >-- �,,.
<br />t s s /OP ! ' o C7 �00y� x i GLE !os?
<br />RCN rA 10 �I _,-",=' _ _ '�" �„/0�.•f
<br />� .• -.�.
<br />0 6 /
<br />I Lob.9
<br />1 ,�
<br />I :r: M fD
<br />.... �';_S`1 _y OQ�' IOb' 0 ��' \ -i�'fi � _ / r• �POTT ./'1' t y�Xj5�1 ioS q l o o -•--`_i..
<br />f•t QQ'Q, `. 'I, STRAW BALES ARE TO BE PLACED 4 INCHES
<br />� _OS" , IN THE SOIL. TIGHTLY ABUTTING WITH NO
<br />• 'li \ /%
<br />/aid. G% _ p / l . n Fvv `44 � �. _: �� GAPS. STAKED AND BACKFILLED AROUND
<br />t
<br />0
<br />S• - THE ENTIRE OUTSIDE PERIMETER.
<br />b \\ r 'i4 }N.
<br />POLE lO O 104.10 Y4 i � �:.� � - - /p.,j,7 Wire mesh with j
<br />uP. - �' /072 .�� G2ve1300mm In Furor raenc Onmp A/
<br />105' '� w depth minimum
<br />ry
<br />" - v
<br />18 /nS. S ,
<br />•tis t�\ ,QJ .'"` !' ../-' /o with Seaimem
<br />rl
<br />` S `
<br />/�'Z�S,tttt stit •• • /�`\ B_
<br />-_--07
<br />.--
<br />� ~�•-''�7- � p slid
<br />Fneretl w
<br />eNer
<br />3 w storm Orasystemn
<br />% _ �O
<br />< .9 R /�� GRAVEL AND WIRE MESH FILTER SECTION
<br />AREA INLET
<br />�---'
<br />WITH CRA
<br />' N w;
<br />I Flmtlapro
<br />/ 7 Brute
<br />FOE
<br />ii-^�'�'�.. — $T los 9 / NOTES avERttow _ 'PROFESS/
<br />ANY DPS NOT WITH A PAVED AREA MUST / $1aknD t ��`-�.�..!`:,1 � L.``Qy p1 Tic V�IFa
<br />Fiueree wafer RUNOFF ?f.�(gsa'. ''• P9 G?
<br />-y�B f See
<br />BE ENCLOSED BY A FILTER FABRIC FENCE /� j `' i�'• F�
<br />l 10 /i LOCK r ` OR BY STRAW BALE FILTERS, ����snaar.xel y .{6y(+ja5{.�t (,1` - No. 13444 r
<br />i w _
<br />7, O / Z. ALL CLIT AND/OR RLL SLOPES ARE TO BE no are, I I- . C•CM��
<br />/oa, b EF
<br />�/04'G RiW semen i -1 orrA' !D / x.12
<br />�R
<br />RESEEDED BY HYDROMULCH/HYDRO-
<br />10 -t1\'f W........ +..rat+r50^!15t1µ il'IIS 13• d"E:+" `r19 CIViI Q -r
<br />SEEYA16 OR BY OTHER METHOD APPROVED A+ oergf);
<br />�� .�••"�- /OS BY THE ENGINEER, - SECTION AA
<br />ELm finer Ience
<br />InleI w In Dram - O,S 6; IIF O $
<br />S AREA LE FILTERS
<br />TO INLET IS PAVED
<br />NOTE: STRAW BALE FILTERS ARE NOT t0 BE USED -
<br />-"' FILTER FABRIC FENCE INLET FILTER I REVISED -
<br />'�-- /04.4
<br />VERTICAL DATVM. DESIGNED W.G. ATTE6ERRl'
<br />3 I1-04 ATTEaERRY & LOCKEFORD BLUFFS: SUBDIVISION UNIT NO: 2 ro SHEET
<br />DRAwN 0 EIFERTSEN _ PHASE 2 5
<br />U.S. 6.S AFAICR MARK A in ON A/n■ Ajwr-ON - .. _.. 9
<br />
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