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Home My WebLink About20120100 Ver 2_Site Plan_20130409,w �i "is *Of MAII A �1[ WvAff &I MR111M NAM- 0 1 KMI A POWAM EM LTA m t - moors -- �j� 'a p ftlai a %la ` :R PREVAILING SAFE WORK 1! ■ I� ems\ E- li= 110 z 0 F- c� z 0 C---) ll�,,, _K F, �o a 1 L. 1 I 68,35-42-6829 TR INVESTMENTS, LLC i DB:1�1934 PG: 555 EIP MAXHqL FOR 1611 C.I. "IV WATER MAIN 1Z AD AD W TA C'v W 3. 5. W VA FAM �0 Elp co 1 r_ co (y 6835-53-1220 THE CITY OF VVINSTON—SALEM D8:307 PG:296 W 0 THE 6 5-53— 202 TY OF STO SA D13:307 296 0 1. This property is subject to any Easements, Agreements, or Rights-of -Way of record WARY 4;,TIR Y R WRR prior U the date of this plat which were not COLLEC visible at the time of my inspection. 2 If the surveyors signature is not 2i" C.I. PIPE green colored and the seal is not .41,3ANDONED REFER red, the plan is a copy that should be assumed to contain unauthorized alterations. The certification contained on this document shall not apply to any copies. 3. All distances are horizontal ground distances. 4. Area by coordinate method. 5. Zoned LI 6 Flood Information taken from FEMA Flood Panel 6835) 0" IM=750.88 Dated January 2, 2009 � VERT= 741.01 7 N. C. Grid Information derived from a 0- 40 80 120 GPS static session using 2- Navcom Starfire recievers (SN # 5040, 5051) solution provided by NGS OPUS A 8. Contours are TInterval with 5' Index 9. Revised 10-28-2011 to show corrected location of 16" CL Water Main Sccle: 1 40' along with abandoned 24" C.I. Main, and abandoned 15" Sewer Main WATER METER GAS VALVE CATCH BA SIN \GRATE INLET \SLAB INLET M WATER VA Ird VE 0 FIRE HYDRANT WA TER MANHOLE STORM DRAINAGE MANHOLE EXISTING IRON A MONUMENT SE WER EA SEMENT STEEL PILE STORM PIPE 0 CR 0 UND WA TER MONITORING WELL — f 00 YEAR FLOOD LINE F5 — 500 YEAR FLOOD LINE FW —FLOOD WAY 6�7 S 6013 lk2 I, ChristopherA. Wall, certify that this plat was drawn under my supervision from an actual survey made under my supervision (deed desciiption recorded as noted on the map); that the boundaries not surveyed are shown as broken lines plotted from information found in books referenced; that the ratio of precision as calculated is 1:10,000+ ; that this plat was prepared as a CLASS 3 Topography Survey ONLY Witness my ofiginal signature, license number and seal. Signature urveyor License Number This the Day I Forsyth County, North Carolina � �', A 7 CA s amp N L �z A It of e y ,)nowing the xit onditions Of # i n 6835- 42 1.)4.5 a for a Stream Bank Restoration Project for r"T -i ne City of Winston-Salem Winston Township, Forsyth County orth Carolina revised Date, -28-20 )11, Project # 200408 Cn' gist opherA. Wall, L-42 -Sale m, NC 271 07 _r. u Box 2511 Winston E to u7 00 N 0 N _0 O Of N I N rn 0 Et 0 UJ rt O i C O N z a 0 I d- 0 0 i C 0 co E V) 73 0 CL i VICINITY MAP - NOT Ta_f SCALE y LEGEND Stadium 6835 -53 -1220 d / / , t /' d THE CITY OF WINSTON-SALEM f SEWER MANHOLE ' ' sv � _ --- ', DB;307 PG1296 ,. \ ,� ® co � , r -- QQ CLEANO UT Btum Street s sn� sA ,, " f ^- t� ./° SD —�- SD - SD —� - SD —� �� + SOIL BORING LOCATION _ / fsD �- v- � �,,r" ® GAS VALVE R w ,, � �' ; t-. o CATCH BASIN\GRATE INLET srte ® WATER METER Q x Existin' O ° : ( c g 0 TIRE HYDRANT \ *ill a y Asphalt LIGHT POLE Sili'Eience ��'' ,d _ -f i 1 n - 0 - �,i Z CO 1i?• ._ : , / #57 WASHED STONE 8f IWRE !� Fence . PO i�ER POLE w / r' &, SD d e I.. WATER MANHOLE r J � " R /�, - i/ ° , ��Y . r .e. :�°',�� as— �, 0 STORM DRAINAGE MANHOLE ''r EXISTING IRON �. TR INVESTMENTS. LLC s iW ,_.._.,,: ,,ar..._ ` ` ' r °t 1 cralg X /� z I" GUY WIRE DB11934 PG1555 w_ r - ;� 1 a >4, ' � ' g m MONUMENT : ._ y � %. _ _ Iv a o R/, 'r �' r` - V .'y - .. n .. y! . ,: w ,. z r �1 - 1 v' - - 3t , a _. _ _ . 11 -' --.,r ,. ,. , _ _._ -P 6835 53 7202' / q9 t r :LANDSCAPE TREE J'� , �' = - 5=r� �� . ='` ' f` /r � � ��, s� }+ \fit �f l� tl �� r �, In t s (i ��" �•...._.J � Il o1 � •w '� _r s' / , r / t l.' S I t ,l r ` ? ! ;.. ! .r r'''r .-f`,� - 2.3 ...••' ,•ti. O F — _ p ei1r'^ 1 . _ {i�sl?t f g �. ..- WINSTGN SALEM �_1.. -- EDB 307 PG 296 R/ ,. e„ i,E o Ni% _ c ". BY Tue SD —� -STORM PIPE -�/. r. — _ _._ y ; ` \s t I k _ . f ® m ,_.... ? �, Y .0 -'" �r R n �:: O EXISTING MONITORING WELL lie e ^ 99 n b l,.I. w * O y,. N W 0 "1 �sturb ��F ;'_L ��5, \ p/ `' ,it t9 .- ' w , . _ noe Stu Fence ; , W i. '>.; "`"�+, ,,�► l�Ri,.. EXISTING N' d WATER MAIN SILT FENCE Limits of Disturbance arANIIO,� FOR ___- w w ': ,, , . ry �. �s -' _-w 16 C.L �, w .�.- ` �j Qi ,,J -,fir; -- / ; %, ° c!? I. SS ,-E-- SS -�— Orange Safety Fencing ,� �.4TLx.R NW - wb ---- -; ., ® ;t '.�'® �+ ; ; / ' I)2tC�L ® �: ._ - w r-� _ 3 ® - ..a,r" ' _ `� -^- __ 58-m p ,r St et SS A o,n a, W w,5 , . . . , "c. - o SS _ �' f j`' 0 W 1 - -� 6835 52 06Q4 100 YEAR FLOOR LINE --- .. --�' ..,� /",_." ''`' '. y THE CITY OF dWINSTON- SALEM ss W __ _ „-•� ,6835- 42 -7543r isti g 15 s m .--- _ \ s Ex n _ „ .......►. y 4 ✓/ g • _ / ✓ `'wS �' ♦ _ 4. S.9 Gravel �' j •" d, r S ,p/ /N /Starlet 7t;~ .� 342 P - i� ( �,. outs �... — --- �°r°`,_ 3 _.� _- -,', C77 Y OF WIN T ❑N- 'SALEM �'-,. DBfl G: 725.- \ s "' /N . _ __ . 500 YEAR FLOOD LINE �/ _ 4 ' ConZ�r _ f' �� CONTRACTOR MUST REPLACEd N e �,,. - r'r / SS ® ��,.®►�* -. u2._,...._ .. e , .....: -°'.•r °. - °.,1 / f 111 ✓ PG 75 ,�� _ _ _ �'' pA�R / r' 69 0 S EXISTING SILT FENCE, WHICH \R/ Stan t a -- - 4 _ ,. P /B% 58 - ,, OR RE S �y s �, N� Outie 7ui - r 1 CE ¶ON , S IS AROUND THE YARD INLET rw FLOODWAY LINE a r .` :;xtl'`' � ;. r' E _A pOR A:- k_- r � _ ,. "~ ^" - - * p p ED B WITH 7 WASHED STONE Be x �2l. �. - 7 y a } pdAAG �NGE R11 / I \ p/ " :' / ..� ma" /• 1 / A OF S / as ® W1 E INLET PROTECTION .,_ I ; iQ . j + O Ja o L r BFF 758.5 BASE FLOOD ELEV LINE � I V " L p) _ivtl / ✓ cry 5 J� \e R /j„ utist_ i 11 a� • ,^ j A 4'n�'9d gip, �' !V S d f� N' il —Au Overhead PQ�verbine �, ° "* ✓ {u 1f / ti r �., �� F� 5LO t Fer S S t / R '� , .I f :'�..� l l ."w .} ,I r �.�A \s �•\ 'I. S,\ S \ ,^ /.+'^' ,,• - r ..'w tM1� ' A. ' t z' ® ®�.�. ;, ® - - 4 i. / - .� i* .i D. �9 ® ��O Cj\ 5 O \0\.f \� S. '/ / t }, y,:...- / \........ t; :fig 1 UnderglrQLLnO PQ2Uei° Line �� ^'� Limits of 1 , J \: �%N pub / c�4. _`." sin I' stone y ' �'' \ s� f �' \ , ` - Disturbance `I1 a, / ,_ s �S �� ✓ / SS { Gravelg 1 tis N ✓'- \ _ s i / 1 54��"V h ; t , (J - — / SF' W / y-1` -x '1 Al y '~ q - F �o'' Contractor must place �� tr�!it / °�+ y SS i /N! / m �® r '' ' d Oran a Protection ) \ S / N r.. �- \ /�� ® Fencing along the entire \ � ' :� "I J 1 t. r� / �= / , fyf. °`', \ "',�.� / c°� Ci ?3l StOtlst ,%10 L f$�`J$ ..�16%1 � p . �� j / 4 length of adjacent s . i`•` '` ^fts"1 f` ',J I y ,`' _ `\ ® F, S ...,-•....• pu / ." .--'t2Q ' � /L� + / property fines as shown Z ,, % r ! '' 1 r.� "*,� S - /N I'� j ® % ®�° �� d .?," 1 " j i � 1 F !r ; / rt 4 o ,; `� /r S s /N /N ®� �3 °,3 Zr ,� ��/ -51 6� 1�, R lz� - \ 41 �� 4` / y /� + I f. �Q ®��._ / �S� S!v ng r/N�1 F '' �/� r- /'✓ /� n W *'4' *11 ,, ✓ , J1 •! , 0 �. `, / t0 ��••- t .ems 11 �� ® d �� i' / / ( O'! W 1/ t - /N!/ /.-i �` 15 'o njy�� '�. r 9o�3r5°�a .s ® \ o` v t A. 1 h f. c1, s 8t / '''- -- n ', 0 : += 'r �_ S: V Q�� w _� {' j �f a Q S�' ` l ��N / t br ,' ��2 °�� ,% `J 112, If 6835 -42 -4555 ; f e i f` / � k SS , �°' °3� 5� N ir° %%% =y% '' `� y WINSTGN -SALEM 1 l y / :, o Q S�' r/' ro0 bci '� �' �° \CITY EMPLOYEES it /,�1--��/��`,-,��."�ll-�.",/-"'I y . Q �/N /S / ''•. % PEPS �='� - '. �+ Q� 11 ® \ �GREDIT UNIGN� a`Q �� e 5` �' -�� l�� v ® 1 A e W S -7�3- -- rr %' -fit u.. 11 / 1 DB1210c :PG12071 r'� 14 r r,! Oi'"� SF' y 1, �' _\,? o C�'A % ,� r c ' 'r, i� /. Ott ' S � ;�� r ra-1 P - _ 11 1% I � ,31 I ^••,,� ,•• / "r�+ r r , ' �,, ..1 N / ;- ��, %y ', , 'r \ - -I - - -_-- -_ 1+ ; , olij. d , ��Q ;'✓' ca V) ; ! W / \ /r3 / S Check ^'` - r,✓:-+ r 9I. r. ,� '/% / b' : / �, N. SF' / Dam �i�✓ si ./ 1. ' '' '` J, f_J .`QO`L/ �{ 1 !� - -- •.� ,... S %, y+.. , „$tdne S: ® � �. '�� 14 ® °, / ✓" N/ y / ` /�.._ S r . � °' __ . o� i r/� Outlet / TA �r;�iri O� ! S i' aF � •, , t ..✓ " o r' �iN �/ y �jV'+.r'` S• J\ 1 y�.,s .�".. Y, =r.+• i• 3r /. �. Y:`� f r✓ �T g 1. / ` g ,` r/ ,I ,' /N l SSA �' '°' %r'�% / ® ° `/ / N SF' - - '/ / 1' ` >''. ", , r. -� f X91 Boundary, L000tlane dr Topoyraphlc � -'� ® 9 I jN % F• A Z r � � _, d . cr p �, e> � S i ", / N y / S O e = 1 s✓' ,�° PormaNat pravldsd by the City of �. 4\ ' d '! •'+ ) .,,✓,r y N ` t7�c, S ' ,y ''Y'%'"r✓''y r ,r ✓'' V118fM ,i{Ut. n ';r S� / ` i ' N/ F, ' \t5 aloe r >rs� °° :' ,� , r N/ r / S s - rr-y -- i';� Sift- % L,mu�bo , f' s� = %. %' NOTES: cP y ! o !, n d S'0 `. / iJ orie I. " ® Ost CONTRACTOR DEMOLITION` <v t_ ', = = _ _ e Outfet� / 1. 'o I� /� -; j I S ;, --�.- , , bra;= Trees to b8 cleared and hauled offsite (See Project r �Ci" �, S O Ac� Z �1 � �, i /N 'r 1`N _ - / — / ,c�<k. t � �;- ,r' Special Provisions 11 11 lij PARKING S - ,.._ / , OQ C� :!�O '° d /l e, 2 - .` / -'' B Contractor to remove and dispose offsite existing h ' LOT 9 q 0� / 5. I? 1k / ly. °, i' ... P 9 S .Dc ii `� N it -�i t+, r r Stone . '--.is 11 !L ip 4 �' _. f \�J -S•. 's! -`. %!' -:-' % tires 'and "debris inert I. jq d ,.6.. \5 59 V V w / / c�ry '' " y ! r / r Y v y-` �,� N t o,3 N ,,,° �' °`' c Contractor shall be responsible for repairing. any �, ;5t. � i N X ? -_s� '_Iwl -~ -` r' rte curb & utter and/or sidewalk that is ` s4 �'/ S� S :✓ �' n % , - n,�-' %° .,� cone e g / 1. �C �-�' �~•.__.,. gvs' s� / .rte. ,° ,/ damaged during construction. .' ! • -mss S � � v / ,, .._ i' ,/, ..' f - �r�, �r ;�r �, w S /;' t s r✓ , , „ � :� --- o Contractor to remove and dispose of approximately S6 - 459 sb i / _ 14_ - ,'�',..% r ° p PP Y / 'e' >. 99 /� 1 s e*j- / Z' �, S� � -' �'� �-- 300 LF of the existing 15 San. Sewer Main I � c :I 3 9 SS - ,;, r s �° '- J�> '°', �' /Q/ .,- ` _ S -J�/ (_1 /1°1,x:,, ,�" ;' .� a, , '' Contractor to price removing &disposing 400 LF } '!'� t p - ,, � ,, `..... �'' / s �:�;,. tone. / of 24 CI Pipe: If this pipe does not exist, the City d ;, ; / + / a F.,_...; r ,tom' . r° ' /r . / `"• 6 f J S S , f ✓ I00let;a' SM1 ��.. }J , A / / `-, , 1r' 9 >' ,- -; ;� r 'ti w "ill receive a credit. ,. :' S r �., ,. 3 a t Inert Debris: Concrete, Asphalt, Rock and Brick to ® �I --- /ry ) . -. br ..___- , - `_ / S , ;', -I", ,�, ; g� ti� .0 rte,,` i { 6835 42 8267 be removed and disposed offsite by contractor. -,:np. s,rge ��F y� 5�',�„ /� = ' / 7vs -W sF / SS /l ' t �'' 2 r' .'" THE CITY OF WINSTGN -SALEM •� j�• 1. t ` P ,� It v' i,. �� / c`?•°,e Const 'fs'�en e 36 ..3�' - / % t �r .M , / JF. / ,,�,r. f ,, -,.r / k Limits of j S f,; Stone ra+ DB 1 7 PG 1177 nfrance �_ i^ ° �- S 1� r Outlet �- / "• ® I n ; acr Disturbance ." F S� / /S� t �} j d / —'! 111� :."i '' Outlet / O :.-' . .., SS , �, /y Ix i. °�g� 4,, '/ \ 9 7 �� r /J0 S S . W/ J �f, / . . \ <ryo,,, Stone _ /?-� / ,'. SF, sf',/• s %r'J - r Outlet l C. �/ ✓ O •. &e _ o I b' ® j� 1 + gs i' / F ° a c' / , /'� ✓ ` F �pOC t l S`. t \ lir>);ts�d Fe�-1 Stone y> f��- . ✓ .° A ' s o40 ' , ° ® / °f0 /St Outlet Stct. a /.:..Sty/ : ✓ �5:. 11 u ® /4a rbonce ... I Out iet LF� -r SS ' \•� I /I S{ane i J /.- SF. 'Outlet r`. t- 11 11 .. , r ,� , / '°-ate / _r_yv ,� ,� 5� . f, ,.' � . <" ","" V. 1,7 6835 -31 66 ® _.._ �► j -..� '.` —� , �` _._. S� tabs I y= �11�11 I SALEM RECREATIDNA_ FIELD �' _ $ / 4V- ss d o�t,et /; 0_; 11 DBf S, LLC �t se,, �. �s> it S� > �" M� ' —,'Co-_ 1. P 2444 G12790 `., . � '4, f �, / /° 11 q „' \° SS -y` 11 Sf / ___ __ t \� fti,•: --BSc'' / r' I \ ` , "-',,'�' X� ' f SS �'� S E `� S / �n r �\ ° rf” �. S f S' 14 \��: � ; Sf �� Se' Ss �� Se ��,IYJ S� , / '. ✓ f r� G , .. v �7� $ f S .�` R /yam _ / �S. , ,r, , ' !` .' f 0 • �' �P �. $$ /iy S3.1j SG r", 1 ,, _ / r yip e\'. \ \:a\ , ® / s \ �RSS 74 ?d .SF, r Y BOG p ® SE c Y , : � ®... _ $E �� n �` a� / c'� , i { N 2�� /`�� - A Plat of Survey Showing €9 % f S 11 PIN, 6835 -42- 7543.00 e 24° C.I. PIPE , , / SALEM 40 ABANDONED OWNER: CITY OF WINST N- � \ ` Winston Township, Forsyth County I `7 ® _ 0 ® ' ~� NOYt1't CrQIt'Ofina I °, ; y ACCORDING TO '' , _ �_ . :r 11 CONSOLIDAIED'S �; -- ?. ` , Project# 2011 ®1 FIELD LOCA70Np. ® ti f y' \ w' _" .,,, Keith Huf, Director Stormwater DZVisZon THIS GAS SERVICE \ r,-_rn LINE HAS BEEN \: Y i., h C rn ABANDONED \ - Andy Allen, Special Projects Coordinator 1 .. / •- r,'` ", I i, P. O. Box 2511, Winston- Salem, N. C. 27102 ® C � vii ffxisting , . \ ; 't �: Pedestrian Bridge "''� r , � RIM= 750.88,_, COTE /.4 Fjs ,`r,', INVERT- ?41.01,..` l � " `: / 2 ALL NOTES" APPU� TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY - i J OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR - �a * I ` WORK WITH THE INSTALLATION OF WORK BY ALL' OTHER CONTRACTORS AND Q GRAPHIC SCALE TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL — ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS \, �..� ,� ao o Zo ao as t64 AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE '�, -- CONTRACT DOCUMENTS `FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE S, Wo THAT ^ALL WORK IS^ PROPERLY. COORDINATEDrANDsINSTALLED^WITH THE WORK' OF �� ( IN FEET ) 1 inch = 40 ft. Project No.. 201101 1 Date 2/11 /11 Drawn: JWE Checked: PS Revisions E 0 L0 L0 66 IN 0 C"! -0 L! n e a � r1h 3 v C14 1 - Q) (1) a it LLI (n 5: Lai ct 14- 0 0 Z __ C .P 0 4�1 O to E C3 (1) I �n_ I - a- 0 0 :__ - C 0 co CL E - U) 0 CL LE lei . "Ort, I SEWER MANHOLE CLEANOUT WATER METER GAS VALVE CATCH BASIN\CRATE INLET WATER VALVE -1- LIVE STAKES PER DETAIL THIS SHEET. TYPE I REFORESTATION PER EN77RE LENGTH AND VWDTH OF 2H.IV SLOPE / / ___,�J .,� Existing — / Streambank / _____ I \ \ \ COIR Fiber Matting to- \ , be Blo ED-Mat 70 or anDrovec e anniroved eaulvalent. I Grade I I VICINITY MAP - NOT TO SCALE I� "" �/ " ; 1; / ,,, ". , ",/ /t I I I / /', J "I". I I? I � . . Qi \ I 1, 1, / " ", P 6835-53-1220 i " , , , i 0 1 11 . ! 1114 Drive \ / ., ! StadiWn ,�� THE CITY DF WINSTON-SALEM � /If �,," // / � , i Q) -307 PG,296 'Iw N � ., I / e ! i // o- " " I I 1_.�_ - � / ' f I" ,�. . -8 DB, ,11-1 \ __�,_ S'D f�,/ �� " / f, , i" .1 1, _� \ / \, , (r4 Blum Street 111-1 - -, Y, " / b . i , ,- I ", / . - tu,:, , " / 1_�� 11 , \i \_._ r4 1.11 "', -,., I - --, -! I / S'D " � _',� 1,,�,, .1 -I- ` --.----. / __ I � � �, , _,,�, / , � ,-, � "I , SD ) SD ) SD -) -SD 1, - --. ,-� 1-`_-,",-, , . . , , "' "I - � .. 10- .... � 'e.--l" � ,__ "" - ", -7 1 1 i I r 6 4-. 1. , - 11 � �J --- ED 0i ., I- - . .1 . ; : qw- I ' : - N__1 / �_ < : - I _\ I , �11 ? I � elf - ,P-4-. 1�__f Al 1-1 I I , 1, I" �.' R 11 � ; I I r I "I I I I I !a Existing I I hn '? \ ! - t � V) , "'� V Ib'b N-11 '% xis J. - ". .,, 1-11 , - \� I Asp 1\ f � I i . S'D � i::� I a I . � ` - J57 WASHED STONE d MRE, , - r I I I I TTF�_ '_< 11 , '.. 1P . \11 _ � I __.�, fan .f, ,, - .1 I,--,- 1 .0 . INLET PROTECTIO .§D �' , 50t ,3,� � , ...- �___ . . ;,_' I ; ; .--. ,�4 - 4 N*11_ I � ,t,;. 11 . 1� I . 0.1 ® � . I I I I i � I -i .1 1 . ..A� .. I , 6835 -42 -6829 1. --l- r- --* � _ ,� 7 , � �_o - ,-,,, , , - , .. 11 / ,. . .I I - - - - -!"� 7 I . � 11 'i �-�_Il -1 I . '. , ,_ - ____ - _ , i, - 's- I - . �, ,; I , t� ': 15 `�,,; - , " .. -, _ Ili - I , -*- ,_z I I" � , , , � _11 - ___ .. - � �,____ . . I _ , I " %.,. ,_1`,,_- 't ,�, 9 - , 1 I , . - - 1��, --� �-!", ", � / I I �;S__. " " __'_ .0 41, , I : ','!;",_, ", , i -�� ", .e�'.5-`, N , . - __ � __ I I � 11� , tin TR INVESTMENTS, LLC I � I - � .., . I Gravel I / , - ;- ,J ___ — 76t__ I 11 - . b� 1, .� .1 ;;,.[;� _�'.' -A"i �'('.-,J I 0 1 _ . 'i,;; 4I,"'i I !" I 41 ` " ". L <�.,�"..'%� �i� , DB,,1 934 PG555 11 I �, ,, " —, 1; 2) " .� , I... 1 *_11__1_1', . I- , , C - , . -- _41., 9 � � I'- '' '1 oki .11, I I ,.q .- 111--l-, 11 _ _ C 1. . - , , , , . . �. 3 J� , , � -1 - ,-"W I ,1 I �� , . •- - 11 , , , I , I . � . I 1� I I 1 _.�_ ... 91 . -11."! __ ___ � N . . � 7202" , � / . -! I - ,� I - ,.,., " '' - - " � ,_ _ __ _--__, \I--,*,- ,. / i �,, I �, �,i IIpi \\ ;% __ I � r \�, a ___ - I I 0 .Z" _ , , __ - "I I N./ 1, It III � -V3_AJ' J. _� , - � �_ __ 11 / ,11 1. -1 I- - ,,-- -'*� - , '_ __ , _, " fN -2 ® _- I I - I \ S *, ---, / , -1 - , I "'Pl." ✓ ___ - - 2' C N -SALEM / i � / ,. � .. --,- , I ,b .� . - ,- _/ THE CITY OF VINSTEIN � / �: " � _-, 1, '. Arc-, 11 _ . .... �_ - ,. 1 I',' Nll�' .: ,,,�,, . 11 - - �,, I _ . r ., , � I / \ ,�, 1. . 2 , I '. , ', - - 41, Im 5 0 ", � I► I I -, .. "".." 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C. 1, — 1. /� , � .;�,, I � ._ , I � TI - '1161 0 . 11 L - I I . -_ I -17 -1 - . - . . �, , - --�:.. 1 11 11 ,- � ',I _S1_ I / / / I I 1, �0 ," - / __C10_- I , - , , - , , , ; J ra, I I - - 4 , ,_-� I L�_ ��- -�-=:,-,- ,�,,�` , � , � , 11 14. ____ - _11* _TI - , 11� I - �:_81 , t I - I'll 1- , /111_:�� ,"-E � .:�� _ I _ FA TE . - � 4,F_ �J � _` . ........... , ��f�,� - ,�,- �� " rel- -8 _0_______ , , , -, - � . --- I , I , 1--l-I.- � - f I I � - - 1-11, ,� _ . , , �__l __ -- - "" ;;.�---_�--7"--�' -I,,- , 1, ; -0 " -0—I4 at I I I . - _.- . __ - � _- �,;,, " .. 1, . I .. Oat% � 00, I , � ,�-,,,��--��, ��-;n,� - �� 11 - "\ i �,,, I ' I I I 11 -..,. _..;�--_� - 1_, - -,, , 1, ,,-, -, -� --- , , ' ,.. - 11 , \ I , , _,*, -1. I I 11 I I X !re "__ _111'1__' "I � -'I- -- 0 — I-;---,-- I .� . , �, I S -4,\/ ., - I W —,*f — W -��,, W , "_,Z� �;�� - 303,67- 1�_ __� 11_�__171�1 , �, I , __ , .;- - ;� _�_,�_ , � , . .- - ---6 1.3�1 1, -%\1 I , ,W _. 1;�17 - - _1 � ,Nl t ,- Ii. I - . - , ��` .6 THE CITY DF VINSTGN-SAL ' " I I-, �".".,;��,-,,-.,:,��_,��,-,,��, - , ____.;�_, 1". _ _. �� , " 111� _"T __ I � _�� I 1. ,:7, ��, ,� ,_�_ -I6835-42,,-7543 4,1 __ " Existing EM !% - I I - , ,>, ." , %.'�' � � !;, I . � ro. a -1-d ., � - I ,,,, ;::� I � -, -- �� - ;�T,q Gravel I �, 'IT - l 11 I I _�- �totr% , - I " I " " �; I I , , 1. - . I I "' _ �1_1____ , � ��_ _� � I �/� � , -6 I 'I, I - '�, - Pik 1 - __ __ I- 0 , , , � , 7C _ , - -7,6s- ___ - � -1, - , -�' , , , , ,� " I -'SAL ��._ �__ �, I � ,�'. I " I � I ZC '1� 0011 Oa . 1 ".. at', � I ,, , '. I/, ", - - : '. ,�.,-�e` , � , , � I - " "'Concrete , , ,_ c',' " ,,, I - '� ��7� , , , , , ." � , _M__ �__"_ ____ -, , , - , , " / "' , __�Ilq _-, - � � __ -, 11, ___� I- _1 _,� .'� ,'_�� " DR,1342 PG.,725,,--" 14 -, __ ", . � � I .- — "\ ', ___ ," _� "I - -, � CITY DF WINSTON EM . - , - I - __ --- - �_,_ " __1. , 1�, --- --*' � " / , , 'i-, � ", ", * ," 1, I ,111 1_�' , I" / I CONTRACTOR M11§T REP E 14 I I 11 �1_ ,- 5 I __ . - " _� -,,--,, , /,-; " 11 R,Bt 58 PG-75"' ,------- REPAIR 'Oro - 0 EXISTING SILT FENCE, WHICH \ "�V. ,0 ot'.0 11 __ - ___ 1� " , I-. .", � , -_ � _" NO - .111' " I " -'-----., --__ - � I I , . " ! I - - "I 'I 0. I 't, ..® -761 , 'I- ", ,, - -_ "Ill I" I— � I � ! : , 0 N IS AROUND THE YARD INLET � O"t, I / --, -----_ __ ,_ __ ___ I -, - '_ � � , - __ �� ;, �J I _ 11 � CONTRACTOR CANNOT 1�.� .1 ,AC60 I 1P I qd_� I . _ - I i ! �,� �. , ___ - I ..-.-.,- ., �_ '__1 " ", ", ____f '. "' �J , � ; k � , \ PERFORM THE FINAL , `7 - - REPI. AGED 0 WITH #57 WASHED STONE & � . ", _, I.." ,_ I . I I , I, ..� .., --- .1 � , I'_ 1 , : - � �. ! 1, � - I ✓ -_ , � __. . i STORM WA TER POND , " . � I�i �,, _ - - �,.� `,.- _ - �' I I / - - I OA E 11 %, -1 - I r ; I 1 � tie " I I / I '1 -, \ GRADING IN THIS AREA 1:;I:;I` ` 1_ *, / W , , _. __ �', � I- _ " - 166" P '0 ,;, ,_ 10 / WIRE INLET PROTECTION ---,6% __,� -, -, - , 1�, - ,� 1 - � I OF I ew�_ / , -1 �� , , � , -,., -_ �' ; ;1 I 11 I Outle / I I - I -1 U - 1P I I I UNTIL THE NAP POND IS"--� 1, _.11 �, I N, �1� , / __ I I 1-1 '� � / , I I - // I I - I , I , i�k�� I 1% '�, , \ I ,% * �r�p 1, ; I - - ; � � X ` - k 1 . " 1. " � "I .1"', -, ____ t, .- , "----. / -11 o ,,�._ / - ,�� i (0A 1�1 X J -1 - __ _ .1, CS -, D \ ' 0 rl- - --,,,� ce "'If 1`11 I � i -, k 11' _ I k, v �V ;p'l 4�i I - . � � - -,, � _ I COMPLETE. IL I , � i " I 11� , I -1 \ ,*, � , I I -- I 1� IL 5ft , ., 4, ,i� , I ! vor- -_ __1 11 . 10 t ''I'' � rl -_;�,I " , (�) 1, ., _.� �..� '14V ,/ "� D 1� CI\V ) I , _� I .. � _- _, - / . _ � -, , " �� , 1-6- - - - A - , � � 1. .' i ,> I //. , I I \1 - X Existing , / Llimits of -. li f -1 : 01:'I" -t -1 - i I �_ 11, ,� .", 1. . I *10P / ,_ -- . � I" 7,�e " " \ I \ I/ 4, "___ 1645 , It - -1 � I I I A Disturbance " I I � 11 I� �S,0110 7 'i� Z I 5_. \ \ I 1 `11 , 11, , ) !'k . % X5�,, ,\_,)9,1111 \ ____ - - - i Gravel � I , 1, �. h, � '' I � � , ;Z 4- -_ _/ �> * 4r--, 'I :If - 1 .,�3 � 0 4 1. � / ; I S, , - 1, _� __ 784, /0-" _,�_ ----- 1�1 I 1 _,__� � / \, " \ _ , ");I) � - I/ 41 ! I Z -- I % --- -_ I I % I " \ . I ,I, y I I ... �," , � I � % /I C ; , I Ir, , Contractor must place �, I I ih�l ') " I I i :Jl / ;., --- ! \\ \ 1- " �J \ 14 11 I _� jibr- , , V ; . r <,\ ; \ ) ,,,-- i, I/ , . Orange Protection \ " \ " 1. ) �,, I , 1. i , " I - ,1 j, / 11 , ___-�. . __<11 _\ \ .", I", I,- I/ ; o _-� 1 5�112:4 1 '�� Fencing along the entire \ \ \� N, ; 1, 1, _/ I 00 11 � // X ,�, .4,516 -Jew, I � III il I , , , ", .0000 � -7eik- 1 13 - fg:'d- ` sto"t _�__, � $ I - I I � I / S ,-- Ouv- -;� - I I I . �_ , -- ; > Z \ length of adjacent 00000000oo ��_ \ ,-� -- _., I? � 6 I'? . \ , ., ,Q31, ;�i � - - . �-, \ I ,�c S � \ - . I " , 1___1 ,G I ", 41 - __� - N _ I I ) property lines as shown , , , --\ I i i � I J �, 'ir .,,,T- .,- *I - -,- - r" , * , I li . % i 'T � --N / , -,Z - 15� (S. k�� , Z, . I. , �4 .1 11 I "to .�_ - 4, %0_0 r__17 -I- I '___L - i, ,, 1 4! .'T -_ 1\�� r4-'s, _,-- I *_ ; I � 5�� ..- 71 I , I , It ."', I , - - / ,-,� \� I / , if 41. . i �- / -_ " & � K�_ e X -�, 4'� Z a C -_._�r r� -- 10r,� 5 - - I e,jyr, * I , '.1 ___ 1�-'Il _ - N1__1 i , � _J , ,�, _� 5-1i aw " , I J� 15 __:,1�59 , 01 � � 0 ,J ; " -_ - Zs% ,-- � ,--,** :.Pll I I 1� N -1/ ,Vow Z ,,, S tie, 0 - - If <-, _:-oZZ-1 _11 - _:�, �) J A,e ", L` I " - - 6041'bp,�,,,��, 4, , 1� I l4zp _ - G�, !" fz'�' I S %�I�".,- I el ; I P, � _ ; C-71 "T � _1� r4 I I I . I � I I 1, �, ", ,�, / ,-X"'- \ - - I .- , i ) , I I/ " " - Iz ,,�- -\ -0 , N, . , \A I I - I . " 1. 11 .1 � Q 4 e, .,.;�, 0IO' " A � ' .,� * � 6835-42-4555 1 , ii l 1� " � � I � 444 - I/ - c; 0- *fr - - - � ,---*' I .,�_ , �-: - -,, _�* --_ :_ ;,,, ?111 __4`1 �- 4,� �/_/ - �___ � � � ; � r . _ � - , ,---*' 1P_ , * * * , * , - - 11-1 e �r�, W ,.- % - -, �111, 13' <- C, ito b\,) J�� _� . _.._ I , , , I -Z, ( ".I -, " __r .,,�,.:�'._ .W /. ! I/ I � "I r I ,� , - I - , . "I . Q q: 1 " . -SALE I " , "', " -3 ,VX *.\\, I � 1< I / "I VINSTDN M , / .. I .1 i 1 11 ,-J kL _, li�l 1" \ -- Tugs-- - - - '�' .0 "I ,W I ,�,` 1.11 C12 , , CITY EMPLOYEES' ! / I ,_11 14 11 I- i: ,,, " -,:- "I ,\, �, ::- - ;r_ __ c� , I .T - - _ �- ., "',CREDI T UNION � � " _�,./,/ " I ko go 1/1 I - --- - -00 ..'._� I � �� I" , 11 I f I I "I /' - I � ,��.101_ /S-- \ -.01 -, . .I I " I - 11 11 I - , / (", // I I , __ , �,r�_.01 '��,FG;2071 . , I 7, ,� Af DB,210 , 11 r4� , . / / , ,,1;,Je I ,�, /"�, '!�li:�� , i - -J.A- � . f I I - / � - , 11� � :�� - I SJ GRAPHIC SCALE, I - - - - - - / �) / I �,'��`,�,, _ _ / ,( �66-g',"!�":�� _ !;�,' _ _ I --- . I / I ,0 ., � I ,��,,� IN, I �, ," / I., I/ / _0 X RIPRAP % A�-_."'.,,�"_'_, n � �x � __,11 40 , S PROTEC77ON DEVICES AS SHOWN. PLACE XJ I vi ; I-, � , I/ 11 < . " ,�, - - , , .. 0 20 40 so 160 0 �m � / ; I , - " 'k I I TEMPORARY DIVERSIONS .& TEMPORARY SLOPE _d I � �, � ,,/ .'//)7 1 - � / -\,- _. I 0 - �O - - � jr ! / fl ,-4��, , 1� I I s��' 1-7 1;0�1� 16mmi I I / : .1 , \ �J . en ,1 ,IS' � � I ;��_.'00�, 1_1�pl I I DRAINS AND SLOPE DRAIN INLET PROTECTION __ I / !, / � -11 ,r� I . . 1 / � � i 11 ", " " _--vv Z \ �� I I ; i 11 " �/ : �� - _ . /, 1, AS SHOWN. I .� ! 11 I , I . " . , #V - - I ", - , ,� ,i / 4, ",. �� I : I I I ,�_, / � � I M , , � -,.., � 4. CONTRACTOR MUST PROVIDE ADEQUATE 0 . '!�., �� 11 � .1 , -� ,/ _ ; e 'J.t P _1 � ( IN FEET ) < . iP I /, � __ .1. ��_,_ 11 - ��:� I � 1�1 : , � I TRAFFIC CONTROL PER.MUTCD STANDARDS. / "-, , " $ .1 / , ,;� I , I ,�:- :', � , � I .1 -\ ,:, � --t,� ® r ? . , , , � I I _i, ": �� ,.,.., �. I I 1 inch = 40 ft. 5. CONTRACTOR TO REMOVE THE EXISTING TREES I .. � .. � Ile,, I , / / I /// ,�,, _�,_ I I I MIN WORK I � � � I I I , �11 91 "', 1% _�_01 1, , AND VEGETATION. CONTRACTOR TO MECHANICALLY It 11z(zi 1 NII_N� . sl� / � ... �_" i I --j, S, / ', ,�, ""' !A 710N 0+501 1 - V_ I MW 1� 1. � �� - � 1-1111,411 ! I lzir � -�--\.$'D ,*-, ��,,�,,,_,_��:��, �'��'i , �_ ,- _ -- SHAKE ROOTS IN ORDER TO REMOVE AS MUCH I I " _#W - N16 I- � I - I . \ Q11 I $�' / I I 06 i �'5�1 • " ,fol'- , , FLYASH AS REASONABLY PRACTICAL BEFORE 0 / "a ; . . I 1� .1 _. I "" , , X,_,'4�_ ,_ Stolle sn' , - - - Tu_ I , t'J " 11. '? �k , V I . 1, � �F_ '', . ,7 - .. -15 � �;, �' I " , ,�' 15 GRINDING AND /OR REMOVING ANY AFFECTED TREES. \ � � ", S z / I I , 0 " -1 ,*,�,,#G 0- ;/ I � z'�� , _��-�' ��,�� ;� g , , :,�" �t I'r "I - ,�_ - , i _. I , ,� . I , __ "I -1 I --.---x �,�, 11 �- I Outlet' , , " �� 6. CONTRACTOR MUST EXCAVATE THE 1. . --- _., ., I-" �; / I / CD '1� -IF611 ,s�l I 000s �', ',�:�� I "I � �", I _-, I'- I., ". 4 rR /1" - �11 APC , CONTAMINATED SOIL IN ACCORDANCE WITH THE \ �', I ", 1 5 -, 1.7 " , A , /\�/ , ,:� _14--_ , 4 - ✓ I 11 I ; �� 1_1, PROJECT SPECIAL PROVISIONS I , 11 I - I , , I 11 I 111 ��W, I— I "I (PLANTING 77MEFRAME FOR LIVE STAKES MUST BE FROM NOVEMBER 15 TO MARCH 15.) I, I r - I I 11 11, I I . . . . . . I 11� \ ITI ,X, , 10 � 7 ;,7�: � , �� 11 , . I I , . 7. CONTRACTOR TO PROPERLY DISPOSE OF THE N;� 11 PARATVG -"." _. 'X,� 11-11 X_cp_� I 11 ; I 1", : I , o� (64ir 9,�, Live Stakes 0 . I I 3'.. � , I ��:�,_' : �1,11_ - 7 , 4 01 ,� I , 11 >� . \ , 0 . ,,..,, I I ) . �9 'k, LOT -.,. 1_-� _ :/ - , ,,�oIvi l,;1'. I � I � I 1. ,� 1 I 1, '_ 11 CONTAMINATED SOIL OFFS17E IN PERMITTED � , 11 I 11 -..;,I_ , 1__� , 41V Vk , -, : � 11 *11�", zr " __ I . - _�P_--i�,.01-I 11 &:� ,�, ''I I I � - I .1 . //. , r ,� ____ . ,� � , I." 1 W - , -, , / I I \01 .�,; I �:, I � 111.11'' ��, �_, ,� Live staking involves theinsertion and tamping,of live, rootable vegetative cuttings into 8. INSPECT EROSION CONTROL MEASURES WEEKLY , _6 - . -, , _�� 0 outlet , � '," �,_�,, I . FACILITIES.. I / .��\ , - \ ,. d ,-.,, /6 � a 1- I "I'll. I � 11 �, � I I �;�;: /' I � I . � � _�_ - I i I / - _� ,I ,a SV 1". ,io%o I I I 1-11 I'll .1. � I r , � the ground. A system of stakes creates•a living -root mat that stabilizes the soil by I . �� -- � S , . . � - 4611- . �� 6 1, �4 - I , ,,, , AND AFTER EACH SIGNIFICANT RAINFALL MAINTAIN � ,,-�4v""'- __ -, '. . � t � " 1, 2 1, i _e .,,- -, reinforcing and.bindihg soil particles together and by extracting excess soil moisture. .: � sy, -1 I 11 I ��,�_: THE MEASURES AS SHOWN ON THE DETAIL SHEET " ", .1.. I.. J 11 Z . 1 � 1, ,� " � . , " 11, CLASS 11 RIP RAP CHANNEL This technique. is effective for strearnbankprotection where site conditions are I- I I I `1_1' ,,-I' , � - . - � ,3+00 � I ,,,e� ',�- ,Itf�o 1-1 MAINTENANCE AND , , '1� , 1� `6191____ 1 , I -1 20 uncomplicated, construction time is limited, and an inexpensive method is.needed. It is (CONTRACTOR TO INCLUDE MAIN7 C ,� I \ � , 0, 1 1 11 11 .1 1.11 / C� --- , '." '.. I 'k--, � , S NY f , � � I 1 . � REMOVAL COST IN BID). " V) -, """e,� _ -, � __ __ � - "�S, Y'- i I , . _',, / - 4i, ii- / I 1 I �� I - - ,- , " � , �, ;`, __�__�_,_ I - )a L2 6 ) often utilized in conjunction with.other bioengineering techniques, such as fasciaes. 9. CONTRACTOR MUST SEED ALL DISTURBED - - 7 1 , ( / - __> I I J � I -_ I , I , - 171 "I" prj? _1 "I 11 - - , 1�e-,,�,;�" n AREAS THAT ARE NOT GRAVELED OR PAVED. .. ,7 y . I/ I X I I I _) I 'f o I 10. CONTRACTOR MUST PLACE TOE BENCH y // / 19> C I I �� I 4� 1. . le ,,,-- .Z I ,.�?,," I � 1 , I . I �"N I ", 1. r ", .- 4- 4 , ✓ 1 3 ,Cross section -` �t I", � i ,I-,- I I I . I / -- - I Nt.". . ., PLANTINGS (LIVE STAKES) FOR-STABILIZA71ON � - i", I -1, __ .. I - - "a - S " "Ill,/, I / I / N -_ I-, �_T� 8, - I � I BOULDERS, COIR FIBER MATTING, AND PROPOSED ., I_ '% I - f" , , � / X_ ,0., I _ 1. / ----,, � . � 4 , , � . .11 ;;�, " / ; a �x,,fcpp � .1^ -1 _� ALONG 774E EXISTING STREAM BANKS. _I �/,\,,__-�. -, - - , :5 � -, C3 I I . / / I-- , -70v I -St-b-k 11. GROUND STABIUZA77ON MUST BE PROVIDED IN , "Itp ". -11 .1 1:4 _ _- 13\ - Z___1451 1. � I . �_ I/ I ;0 I , /IV _ -, , 'V4 �4 1 1�1. ✓ '' I � / 30' THICK \ - ___ , _,-, U1, 15�� - - , 1. 1: I � , . I-,` I., WITH EXTRA STRENGTH 1 7 DAYS ON PERIMETER AREAS AND SLOPES I \ I - ,Z, (Z 4 /,- ail!,.k r-ii'l- : I - i Zza $100 -t GREATER THAN 3H:1 Vi GROUND STABILIZATION / "" I : I (1) ZPI / / 11 77 V� , I � !X / NONWOVEN TYPE 2 NCOOT I . I NIVOL - I . 1. , 7�� . � / THE CITY OF VINSTDN-SALEM GEOTEX77LE FABRIC I abric , \ ,&� " - I MUST BE PROVIDED IN 14 DAYS ON ALL OTHER �It S � � r I 1_1_,_� / I ;d"A""Pt - N 14 /` I .1 I-,' I . . , . 11 Limits of . I I ... ,.,' \ UNDERNEATH. �D�.d�t_f I � 3� .., � I .1 , I . , ,��, I � V.2;w AREAS. / I tntrance \ �4 , Disturbance , � �_ � !, 66 �111 c5a_� I I I - � , - -\ . . 1 12. ONCE INSTALLED, SILT FENCE AND STONE / .. \ 'I, -b- -- : I 1� 1__1. 1q, _1 / 1-1.' 0 , I I ____ OUTLETS AND TEMPORARY SLOPE DRAINS SHALL / one 11 , I r �_ _". �'.1 I � " I - 0 / 1- _/1�__1J.>1, .4�-�, 1 �� , I )J - . " __ I� stone , __ -, �,no, 1 NOT BE REMOVED UNTIL APPROVAL IS OBTAINED I ,\� \1 7 "I it/et I , I - / / �F " I " / _� � - I I i - I � � . :. . I I'll, . 11 - � .. � ,� " " .� I I , , , - 44 �, " - , I-- N , , I �, I I , , , FROM ENGINEER. \ 370, � J\, / I , I ,�% I I'll CLASS 11 RIPRAP 1 - , �, I. COMANTE PrPE CRADLE DETArL . I / I 1, -1 I \ \1 11�11 0 �,. - ,_ — - I " - � I 30" THICK WITH I., ' 21o3f.!et 1�__ , . " " *. . I , - �Ju 1, -, . - - _9 - , 1-1 / I &' ( �.__ - _., -1 ., "I - EXTRA STRENGTH I . - ., tui-s-u-Ta-19) 6-. - ,`�'��.--, ��._�* � ,_ " Istane �-_ .,-.--, � I" �1'1 I NONWOVEN GEOTEXTILE S�finsn_ � 1 / -C"r \..\- � Note , ,-, � -,�; 8 - I , , "I , 11 I I � , � I I . - , 1 - MINIMUM COVER 'i- 17- 1 . . I , "' - �� 1 44 '' " - FABRIC UNDERNEATH : � .I. . - ' • __ ". .11 CC- , � � , = I . . . I I cig r. i aER Sit) 1> _ �� - I'- � L � j, � I I �, " ,,--/- ,,, -, I %I fn4T 740 � NCDOT TYPE 2 1 1. \ " , _1_1� k let , . " _ � I :i , , ." I 0 All Boundary, Locations & Topographic information \ " 11 . 1�1, � , / F 11-1-: 11411'1,1.�,_ � .-- 1 ... . ... - ,,, ;- . _ � - , I - - .Z 9 . - 1. - . " t, 4" , ; , �, P_ 1. � uve cuuiAg provided by the City of Winston-Salem. IT., �, ':'�,, ,, . " /I lit r ,. , / ; , � � Ju MArriary & w%/E s-miices ,% 7 )� - _�-3500 PSI CONCRETE !.,:; L 102,10 IM U#ts wdkamet � ,�, ,, ?, ,� -- S , 11, W-tia �-,_ ® T6 SCE PLACED .9L*A#4r ENrIRF L,Ei4C1r)14VVJ1DTJJ0F 1 8�-" N." SPRINGLINE, I I " , I _�--.iiill,, on , 1: -%-� I .." 367RCP i . � , I , ,-. I " , 74� � i� • , �_ 1,11-1,11 . � :�i \ ( � ,(b "�7,�., -%-%,-,., ca, / Stone I I �, 1��` . . (6- BELOW BOTTOM ,. .1 - I . . , -, �_ .P .. /.._:.. ,", ALL 2M:lv SLOPES sTAisamorioN PArAIL AJ?0C-1 . 4 4. \ -.0 . PERMANENT STORM WATER POND HAS BEEN DESIGNED By . I \ - 7�\%X- ��,. -I / __ '7041,, �, - - __ - �_�,. _�� "' -)rcl7le ,� __1 4 1 1 4' . I AND TO SPRINGLINE) I 11 I ToII,P,wActwR \ .1 I "V � " 44 - � ,�O" � -1 � .� , A - - Noter, , , ", ,_ . . I �� RmatWedconcoftiorfthmig OTHERS. , 1 -1 �, ", - Oul,�..Jlwt 1-1 45.� ;i; 1, " 11 - . * " % _`� �, .1 '_ � " '-.- - . � ,;; MIN4� I UNDISTURBED EARTH. MAY I . Pjam n;verw is.no; T*rmnwh�.*F .�\- _ . I '. , I ,,,,,��,,� .� .. / p , 6 ., , - _ 1 1 / I --- I ,� Oub /, , �� I . 4 - GOtextill Lhe time ofirsuiWart I __a;��,.*� - 44 _- --� / , / , X 11 I � -, , I Disturbed Area 4.93 Acres+ "W17 I I REQUIRE UNDERCUT & . - - , , � 11 ') " �� I , I , I I __ , .1 �� I I I.. / , , . , - .- I I I ". , I THE PROPOSED CONTOURS SHOWN ARE FOR ROUGH \ �,%� -/;-- , . -,,-. ,"<:;,�_, - � I I . I f" � � " _: 11 _ ® I 1 1 ", ., ' "'.." __ ___. #_ __ \ " I . - , I 1 4�-10' MINJIFI BACKFILL M774 STABLE I % _ I ; . I I MA TERIAL. . � I I I 1 I GRADING PURPOSES TO BEGIN THE EXCAVATION FOR THE 6835-31-8662 1 1 � 1 / X-1 � I zonal, : I � , , I., I SALEM , / - SAN SEWER MANHOLE " '� � I � '1111 -,�, 1 11117777 111.1 . I ,; L � , �� Source: USDA, Nawral Resources Conservation; Service, 1996 SOIL REMEDIA77ON PROJECT , 1% ."�\".,% 1� ''I 11 � � il .. _1�p ,� i SC--- I"— I I I 15' I � 11 ,',-�,- �,,CRIM 752.42 - ,� . � r., ` ; ,,, , , , I 11 �, 0, .. ,. 1�1 - , /I - I . / 1-11 - , 1 MK438ANK REFORESTATION SHUL BE PUkN7W 3 M TO 5 FT. , , K11 I �, - " .-,, - � - ;- - -, - I ,do, �_. -_ RECREA TILING FIELDS, LLC - I - �, _ZW9 1,\ / . � - _yes " I , � ��_ I I � � . I i � -s; I d- d.n?E , - ALL MATERIALS & WORKMANSHIP SHALL CONFORM WITH \ ' 1, ,:Z " . , I;- -;�� 1`_, � .16 I I 1 41 1 ... I ,,�' r.- - I I, "'. ,_ o, --- 1.� CL I � '' . . NCDOT STANDARDS &- SPECIFICA77ONS UNLESS OTHERWISE DB12444 P0279C % I ,,, 4��," , "I . ��_,5_ , ,5- � _-Z I X .. " I . I' - I --- ON CENIM W400M SPACING. AVERAGING 4 Vr. ON CEMIllo I - ", - ,S�c - i " 1___"__,;o� ; - 4;il_ \ � I I � -, --Kn.,�, Ss __� Z� t ,� . I , 1, , I / � - -, , " , I , , "" � / �_ - ___ � I I/' ,I. __,ys , ,, ,�\,_ --�, - � , / AMOX31ATM 2724 PLANE .PER ACRL 11 .,,�,".,' __- 4& , (PLANTING TIMEFRAME FOR LIVE STAKES MUST NOTED. zl ....... � ,�11 __I% ____ . "". 114, �, " 1 - . I /7-1 ;!� 11 " �* ` I IN-- , -----,-,'- . ,,, "I' I—., . I BE FROM NOVEMBER 15 TO MARCH 15.) 46 ,1,1� "�,Ts ITE, I I .Z 4� - - - � "-- K ,,,, 1 " �, I I ,�� 41"", ." ,f �, - , � � - ,,�,� q., � MATTING " INC` . ____ sc 91I 4- i�,_ I '`, 1. _'� " Planting Details 2 SrRWW" ONORESTATION SHALL BE PLANTED 6 � �-,,`,,_ �ys IN TRENCH ANCHOR TRENCH % ,�,., " �'- - -1, *'., , ---,T,�- ", " ,, , " " i'., -, , -, _<." 'V ,�_ �,�� I 1".. -\ -," " 11 I '01. , 1JN V .1 ✓ , I ON 1' CENTERS _�7 - "Zs -, -- - ,?/,W.- - /I X1. , ��', " S�y � V � 4"`N� ill - _11Z_ .� ,.- � _i, ; I .- !V Z I ON H SPACING, AVERAGM 8 �� 1.1, , � ,�� % �; , ,;c - 6 : r �v _�.,, , \ � -, -.4 .... � "V -,- j ,�� I I _;. � . _": �, ,. e nal) �.,�,�,�:' ,3 % , 7 _7 "lye - _ ", I:: _ ✓: � ✓ t. ,,�,��,�: � �� , / , , ANCHOR OVERLAP ,�,,�,�,-". , - � , APPROXNATELY 680 . � , & .- � , , -_ I WOODEN $TAKE \ �% �1' ��11 � I ___1 - �11 I Live stakes Planting Detail 9ARER00T PLANTING DETAIL ON i I CENTERS . ___ ! 017 1 . � I -.,. 1, 11 ,_ �, DIBBLE PLANTING METHOD USING , � . _ ,��.�ttt ITC I ; I . 11 I , � ... .. . .* THE KSC PLANTING BAR in -, - I I - ----- '. . , t` .- I - — — — N, '' - se, 2 frNLOADANK SEULL, BE - - ,, I ❑ NOTE, - - - - _�M_ �_ I I --`�,-- ____ "T , I . I I - . I , ,�. .11 , - / . . . . . . . . . . . I --- I " � _ "'.", - "I , . . . . . . . . . , I 1. . I 'e, I- 1�1 * I � ! .. i . I. , ��,�! 11 1. SIE- .1 I , I \ , . , � 11 C b ,.:, I , "I IIk AS "917RAMIANK RMRESTATION* I , 1, / Live stake ANCHORS ON , -, . % \ I I,., - 1 W 1 1 11 , I 1111" I � I -�_, � J 00 �' ,. , , --, ,-. � � 1 , �� ,,� I 3' CENTERS I �� /. ", '-, - - _� I , - � I I Z" Vt 1 +50 a _� � /` � 4-I 11�111111 11 - '... , _ _1 , - , . ,Jil I "e, I - - _0 3" A Plat of Survey Showing I ; , , 11 I I � . 0 1 � �!_-�: ,;,` , � �. III, I.- --, -- , - ",�,,,' �. , - I - , - 1. . - ,�, DIRECTION 12-24" i 11 :�- 1. * . � " -11 , : ;.,�,, Square Cut - I I - "' li ,_ � OF FLOW 8 I I , � \ I 11�1 .� "',-P 4"" 1 - I 1_ . I , I , I'll STUAMBANK U"MUTION IWICAL ---)- ANCHORS ON I 1. -�'_",��. , . .� ,- 1: 0J,., 1 X 11,1.,��.' PIN 6835 -42- 7543.00 , I:.- 11 �, "I .1. I I , I 11 I i I I . ,; ® ;� 1�1r_ I 1' CENTERS 24' C.I. PIPE � I I - I .. , � � " � ': , .. , 11 Sud* (facing upward) ZONE 2 SEEDING (STREAM BANKS) I : - . . � 1 1. ,� I :e , -, , ABANDONED � ..... , ��.. 'I., I.. . ; % -1 ,� + � I ,�,�!, __-) I 0 WNER.-CHY OF WINS TON- SALEM J I , - ` 00 � � 11�, I 1 2. Remove J. insert Planting , , !, 1. insert planting I I I- , , - , � '; _� � I " � ;�. I (T,�,�; , ,�-��-,, , ,,, . - . - , "; , , 0 1 , _:�_ , " Uve Cutting bar as shown and planting bar and bar 2" toward I>< �., / . , _%. I ;��`,-, . o �� _ , I , � , " , . 1A, . � , \ I- � pull handle toward place seedling at planter from I I �,�,�,�, � � " '' - " � (W-2" Diameter) .�_ I .. " '' � ARTICULATING CONCRETE BLOCK ACB) Winston Township, Forsyth Couni�y - I - #10 STEEL . " ,;\ , , ,_ , � planter. correct depth. seedling. Alllg� TM I I I \ - %, "�', I - . 2-3 feet I I 11 � ,., � AIW- , k I ,a+ 41 I I .. - ,�, . � SPILLWAY DETAIL THROUGH EMBANKMENT ".�., (51 _ . 10 I I . I ,., I, - "� . r , I ,1. "" - I . ,�, � "\, �tl .00,11 , " . I '11 N� .. , I I "'. 11.11., oe (A % I , 1 26 k 0 ff North Carolina - X :)., I", - I- -,_, , I , ','�' ,, I I _� 41, ACCORDING 70 �',N', :, 6' THICK OPEN ACB -i I $fr. I Project# 201101 , - . ", , i, I Angle Cut 30'-45* I -1 11 7� �,__ I I \ 20' I V CENTERS FIELD LOCA 77 \ , --'�, `" . 2 ,ELOCKS MIN. 756 1 756 -\\ 1 , , "I " � .. , , � 11 ANCHORS ON _J' G CONSOLIDATED, .,\ \ 1 '. , 7450 � -__�,�' .0, pft3�F,EfFF olm , , '.., + SERVICE N . �� I �11 Keith Huff, Director Stormwater Division 4 THIS GAS ,�% �, , .1 - - + I I - -,,,-, I " " I a%* I A LINE HAS BEEN . '.. _-, ,,,�* .. I , ', , vl 55 4� 2' 11 � I �� / , �:, ,� I, I � TERMINA,JlON TRENCH w ' , I ABANDONED 11 - Andy Allen, Special Projects Coordinator : � ,� I - ;y� BACKFU'.il WITH , , � " � , , (COJER FIBER MATTING DAT"L) �, /, I -, I I 1.) , , ,1 75 I . , t) - 1 , I it dil - ,.1 � I'll .. . , -1 , 4000 F'S;I .CONCRETE I x- is ----]I-- '.1 .. �/ P. O. Box 2511, Winston-Salem., N. C 27102 COIR FIBER , � ... ,�, , , " �;;; 0 (TT-) . . SIRATAGRID GEOGRID. . -;,�! 11 , "" - I " '. , : . ", 0 , �11` i 11.1 11 11 , I I i; -, / � - - MATTING BACKFIL GROUND -, I I �SECTION @ 11=11, - - 1, �� , - 1�+�O" I 0+1 I \, " -1 I I=tll I - I (TYP) EXISTING , ", �0�',. � e . � , I Exi.sting 1`,.�� ; . -1 1z,",". 4'-#57 WASHED STONE I - , 1�11�, I 11 -��,� ONTECH C70106 4. Pull handle of 5. Push handle 6. Leave Pedestrian B?-idye I I ,�/,, 5 ,.,; RIA4=750.8 A/ 7'5 1 ANCHORS am I . __ , ,,'.'��/,f;,, I a�. 11 WOVEN GEOTEX77LE bar toward planter,forward flrrnlng compaction hole STRE&MBANK REFORESTATION , , , - 3' CENTERS I I i_1 "'; � I .— fuming soil at son at top. murnar. rim 815W., AM. FUMM SHAM CONOIN TO THE FOLLOWMi - �,�_. I ": ,,� �'., i. "I'll, I" (nominal)-------- - ,� I I I I ..., "I �,��, INVERT= 741.di .�, - open. Water NOTE . I I W..,�'. / Is . .1 TOP EMBANKMENT = 756 COIR fter Mat bottom. thoroughly. I , ", '-.,�Ie,� � STAPLE " _ , I I 1. �� ,_, I:! -1 �1, SPILLWAY=754 (3H: 1 V SLOPE) Live Stakes--\ TM I ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY �, � 755 TOP OF ACB ill I .1 j-, IS , - "'�, , , \ � 3 754 6" THICK OPEN ACB Planting Notes: 50% SAUK NIGRA BLACK WUWW 2 it - 3 ft LIVE STAKES TO HWSEL 61, MIN I ;� ( OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR EXTEND MATTING\ ., , �� .11'.. 4 k 'E .. , , � . _ \ � 2 -, ". , RID Orr I 90% CORNLIS AMOMM SUM DOGWOOD 2 ft- 3 ft LM STAKES WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND - , J STRATAGRID GEOGRID 0147� PLANTING BAG .,�� , I . , --- " , � "'. \ � During planting seedlings . ANCHORS ON '�==,�_,,_ �� , ,_ " ", I APPROVED EQUIVALENT .. =1I 1=1 71 PLA77PUS ANCHORS& P,) shall be kept in a moist TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL I :,", -, r `-, ", , V ><2 1 1' CENTERS 1' ,_� �,�,_ -, � , . "I I _ I , , __ . -!-------S1PACED AT 8' MAX I canvas bag or similar " IN TRENCH 12IF - 1� , � '11, I PCIND � - � �� - CLEAN I 1=1 I 1=, & I C .� , :� 'j. L., -111-111- DER ON CENTER container to prevent the EQUALLY. BINDING ON ALL CONTRACTORS 11' ,_ , ,-, 7*--; SOIL BOULDER . root systems from dying. AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE — - -ly_ - - ,_,_ ---- - (ANCHOR = MATTING SHALL BE . _ - DE) ExIsting/Proposed tA �,,� 4- #57 WASHED STONE BACKFILL (SUB PENETRATIONS Ground CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO: ASSURE AND BACKFILLED 90X STD. PRAC CREEK THROUGH FILTER THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF I 0 , ��__:i�;o CONTECH C70160 WOVEN GECTEX77LE ASTUD 698 FABRIC SHALL BE KSC PLAN77NG BAR I I / N OR APPROVED EQUIVALENT / Existing/Proposed Planting bar shall have a OTHER CONTRACTORS AND TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO I' CENTERS ISECT70N (Z) GROUTED). blade with a triangular 0 1 STREAM BED— I ANCHOR OPTIONS �� ACB SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH ASTMD6884 Streambed cross-section, and shall ----------- MAINTAIN SAFE WORK PRACTICES CONSISTENT WITH OSHA (OCCUPATIONAL SAFETY be 12 Inches long, 4 SUBGIRADE SHALL BE INSPECTED IMMEDIATELY PRIOR TO FILTER FABRIC AND Inches wide and I Inch AND HEALTH ADMNISTRATION) REGULATIONS AND OTHER PREVAILING SAFE WORK ACS PLACEMENT FOR PROPER PREPARATION I Sand Stabilization with Live Stakes thick at center. PRACTICES. I I I I I I . Project No. 1 201101, 1 Date 2/11/11 I Drawn: ME 'Checked: PS I � Revisions E O 04 .0 U! C14 CL 2 u) 15: LJJ Q It C) O O C) 2 V) O O I U) 75 0 CL 750 740 730 100 50 1+000 50 100 750 740 730 150 740 730 100 1 760 50 2+000 50 100 VMS 730 150 760 GRAPHIC SCALE 40 n 20 40 80 160 IN FEET ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE Horz. I inch = 40 ft. CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE Vert. 1 inch = 4 ft. THAT ALL WORK 1S PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SAFE WORK PRACTICES CONSISTENT WITH OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) REGULATIONS AND OTHER. PREVAILING SAFE WORK I PRACTICES. I Project No. 201101 Date 2/11/11 Drawn: ME Checked: PS, Revisions 1730 100 4+ 740 730 100 Wil 50 5 + 0 00 50 100 740 730 150 760 AR'nCULATfNG CONCRETE BLOCK ACB) SPILLWAY DETAIL THROUGH EMBANKMENT 29' 6' THICK OPEN ACB 2 jx0cKs MIN. 756 756 TERMINATION TRENCH 55 2' 11 BACKFILL WITH 754� 4000 PSI CONCRETE (TYP.) 3 3 1 STRATAGRIO GEOGRID 4- #57 WASHED STONE ONTECH C70106 7-:5 WOVEN GEOTEX77LE TOP EMBANKMENT = 756 SPILLWAY -754 755 TOP OF ACB 3H: 1 V SLOPE) 75 2 6" THICK OPEN ACB STRATAGRID GEOGRID OR APPROVED EQUIVALENT PLA77PUS ANCHORS 1-7-YP1141-) POND SPACED AT 8' MAX 749 BOULDER ON CEN TER SOIL (ANCHOR 4- #57 WASHED STONE'-' BACKFXL (SUBGRADE) PENETRATIONS 90% STD. PRACTOR CREEK THROUGH FILTER CONTECH C 70160 WOVEN GE07EX77 ASTUD 698 FABRIC SHALL BE OR APPROVED EQUIVALENT i SECTION A A GROUTED). ACB SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH ASTUD6884 SUBGRADE SHALL BE INSPECTED IMMEDIATELY PRIOR TO FILTER FABRIC AND ACS PLACEMENT FOR PROPER PREPARA77ON 4 GRAPHIC SCALE - N OTE 730 50 100 150 CONCAWE PIPE CRADLZ DRT"L I MINIMUM COVER- 36-RCP SPRIN�LINE 0 PSI CONCRETE ?, I ^'rE'C APPLY 'Tn 7AND 'S° BELOW BOTTOM A. .'A A TO SPRINGLINE) lc� IrLIC EARTH. MAY ?EQUIRE UNDERCUT & 4' -10° MIN. _11=1 11 3ACKFILL WITH STABLE MATERIAL. 740 730 100 Wil 50 5 + 0 00 50 100 740 730 150 760 AR'nCULATfNG CONCRETE BLOCK ACB) SPILLWAY DETAIL THROUGH EMBANKMENT 29' 6' THICK OPEN ACB 2 jx0cKs MIN. 756 756 TERMINATION TRENCH 55 2' 11 BACKFILL WITH 754� 4000 PSI CONCRETE (TYP.) 3 3 1 STRATAGRIO GEOGRID 4- #57 WASHED STONE ONTECH C70106 7-:5 WOVEN GEOTEX77LE TOP EMBANKMENT = 756 SPILLWAY -754 755 TOP OF ACB 3H: 1 V SLOPE) 75 2 6" THICK OPEN ACB STRATAGRID GEOGRID OR APPROVED EQUIVALENT PLA77PUS ANCHORS 1-7-YP1141-) POND SPACED AT 8' MAX 749 BOULDER ON CEN TER SOIL (ANCHOR 4- #57 WASHED STONE'-' BACKFXL (SUBGRADE) PENETRATIONS 90% STD. PRACTOR CREEK THROUGH FILTER CONTECH C 70160 WOVEN GE07EX77 ASTUD 698 FABRIC SHALL BE OR APPROVED EQUIVALENT i SECTION A A GROUTED). ACB SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH ASTUD6884 SUBGRADE SHALL BE INSPECTED IMMEDIATELY PRIOR TO FILTER FABRIC AND ACS PLACEMENT FOR PROPER PREPARA77ON 4 GRAPHIC SCALE - N OTE ?, I ^'rE'C APPLY 'Tn 'r A nCL' 1r lc� IrLIC mClCmfNKlClmll 111V .0 0 20 40 80 o 11%LL- ALL tJmmVVlM2-.3 M114L/ ALL rN OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES THE REQUIREMENTS OF THE DRAWINGS GENERAL REQUIREMENTS AND ALL IN FEET ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS Horz. 1 inch = 40 ft. AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE Vert. 1 inch = 4 ft. THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SAFE WORK PRACTICES CONSISTENT WITH OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) REGULATIONS AND OTHER PREVAILING, SAFE WORK PRACTICES. Project No. 201101 Date 2/11 /11 Drawn: JWE Checked: PS Revisions TRAP WIDTH A' T SSRFACE SECTION THROUGH TRAP SPILLWAY EXCAVATE TRAP AS NECESSARY TO NCDOT 57 TOP OF PROVIDE APPROXIMATELY 3,600 CF OF # 5, EMBANKMENT WASHED STONE STORAGE CAPACITY PER DISTURBED NC CLASS 'B' EROSION V -6` MIN, DEPTH =12' M //�l 2 --�I ACRE AT SPILLWAY ELEV CONTRG_ STONE SPILLWAY ELEV 1.5 MIN W MAX t 1 SMAX, CLASS B #57 WASHED STONE PILED AGAINST AND ON TOP OF HARD" «(ARE CLOTH 16' HINIMUM STONE HEIGHT N�O i xz ' STONE STAKE ; MUST BE CLEANOU LEVEL ORIGINAL ' GROUND 5' MIN NO MOI:E THAN i OR COMPACTED 1.5' MI SEDIMENT J APART CONTROL STRUCTURAL _ FILL (2H:1V MAX) STONE SEDIMENT � STONE CLEANOUT BO OM LENGTH FILTER FABRIC PIPE STAKE 3' MIN CROSS SECTION ORIGINAL GROUND -0R 0 COMPACTED FILL SECTION A -A 12 "- #57 STONE BOTTOM WiG7H DESIGNATED IN TABLE STONE INLET PROTECTION MAINTENANCE WEIR COMPACTED FILL NOT- TO-SCALE 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 TOP OF EMBANKMENT LENGTIJ Z CONSTRUCT THE MINIMUM FINISHED STONE SP✓'LLWAY BOTTOM WD7H, MAINTENANCE.' INCHES, SFACED A MAXIMUM OF 4 FEET APART, AND 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER AS SHOWN ON THE PLANS, Wi7H 2:1 SIDE SLOPES EXTENDING TO THE OVERFILL 6" TO PROVIDE EMERGENCY NOTE: CLEAR, GRUB, AND STRIP 7HE AREA UNDER THE EMBANKMANT OF ALL ALLOW FOR SETTLEMENT BYPASS, [6" I TOP OF THE' FABRIC SHOULD BE 6 INCHES HIGHER THAN BELOW SETTLED STRUCTURAL STONE SHALL BE c SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO TOP OF DAM (CLASS "B ") STONE FOR EROSION o INCHES THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMANT HAS ACCUMULATED TO CONTROL PURPOSES. POSE OF IT PROPERLY. ' HAUL ALL OBJEC77ONABLE MA7ERIALS T0. THE X ;OFILTER SEDIMENT CONTROL STONE SHALL BERMS, a w o STEEPER THAN 2H:1V BE NO.5 OR NO.57 STONE. THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE 0 ENSURE THAT FILL FOR 7HE EMBANKMENT IS FREE Or- ROOTS, MiXTURE OF STONE WITH A D50 SIZE OF NINE INCHES (CLASS B EROSION NATURAL GROUND r _MATERIAL 2 WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE TEEPER THAN 1H:1V OP OF CLEANOUT 1LEVEL FABRIC A I CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. -BASE OF STR M+-� STONES WORKED INTO THE VOIDS OF THE LA-,`ER STONES THE STONE PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT iS TOP VIEW SECTION THROUGH TRAP SPILLWAY EXCAVATE TRAP AS NECESSARY TO NCDOT 57 TOP OF PROVIDE APPROXIMATELY 3,600 CF OF # 5, EMBANKMENT WASHED STONE STORAGE CAPACITY PER DISTURBED NC CLASS 'B' EROSION V -6` MIN, DEPTH =12' M //�l 2 --�I ACRE AT SPILLWAY ELEV CONTRG_ STONE SPILLWAY ELEV 1.5 MIN W MAX t 1 SMAX, CLASS B #57 WASHED STONE PILED AGAINST AND ON TOP OF HARD" «(ARE CLOTH 16' HINIMUM STONE HEIGHT N�O i xz ' STONE STAKE ; MUST BE CLEANOU LEVEL ORIGINAL ' GROUND 5' MIN NO MOI:E THAN i OR COMPACTED 1.5' MI SEDIMENT J APART CONTROL STRUCTURAL _ FILL (2H:1V MAX) STONE SEDIMENT � STONE CLEANOUT BO OM LENGTH FILTER FABRIC PIPE STAKE 3' MIN CROSS SECTION ORIGINAL GROUND -0R 0 COMPACTED FILL SECTION A -A 12 "- #57 STONE IN THE VS4VE. ATTACH FABRIC TO A ROPE AND SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLE'S, COIR'MESH OR SIMILAR, STAPLED OR 7. THE BOTT04 AND SIDES OF THE FABRIC SHOULD BE TRENCHED INTO BOTTOM OR SIDE ANCHORED IN A TRENCH OR PINNED WITH 8 -INCH EROSION CONTROL WATTING STAPLES. 8. DO NOT S=LICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (NTS) C❑NSTRUCTI ❑N SPECIFICATI ❑NS: 1. Clear the entrance and exit area of all vegetation, roots, any other 8' MINI objectionable material and properly grade it 1-- 2, Place the gravel to the specific grade and dimensions shown cn the _ plans, and smooth it. 3. Provide drainage to carry water to a sediment trap or other suitable outlet, 4. Use geotextile fabrics because they improve stability of the F, oundation in locations subject to seepage or high water table. MAINTENANCE; i Maintain the gravel pad in a condition to prevent mud or sedl Pent from i leaving the construction site. This may require periodic top dressing i with 2 -inch stone. After each rainfall, inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all ob jectionalole materials spilled, washed, or tracked on to pub)`_ roadways. REFERENCE( 'Erosion and Sediment Control Planning and Design Manual', North SLOPES Carolina Department of Environment, and Natural Resources, a Section 6,06, n Jok ii •Vor 0% r f� ) x r � # , �� '�til� tre®�h D= klx6Il .wie E= Wx611vLwae F =T G4 H =SiaEtTWffF*,bnd 14falt7overvAbreatlttrexch y S +° ` •/ , 1 ) FINISH GRADE, FERTILIZE, AND SEED BEFORE APPLYING BLANKET 2i. LOCATE BEGINNING OF ROLL USING STARTER SHEET HARD METAL STAKES STORM PIPE OUTLET PROTECTION HARDWARE CLOTH UP THE SIDES OF THE STAKES AND LAID ON THE GROUND Z m SECTION FILTER OF HARDWARE CLOTH AND #57 WASHED /- STONE IS WRAPPED AROUND THE INLET "" ' 1> STONE OUTLET d50 MEDIAN STONE SIZE IN A WELL GRADED RIP -RAP APRON NOTES dmax MAXIMUM STONE DIAMETER 1. STRUCTURAL STONE SHALL BE CLASS "B" T = APRON THICKNESS STONE FOR EROSION CONTROL PURPOSES. SEE PLAN FOR 2. SEDIMENT CONTROL STONE SHALL BE No. DISSIPATOR 5 OR No. 57 STONE. SILT FENCE DIMENSIONS. STORM PIPE SILT FENCE ENERGY DISSIPATOR RIP -RAP IN GEOTEXTILE LINER NC DOT TYPE 2 FABRIC UNDERNEATH 2 FLO \� 1� TE: INSTALL CHECK DAM BEFORE CONSTRUCTING STORM PIPE 1�5 AND DISSIPATOR. CHECK DAM TO BE REMOVED AFTER PIPE AND DISSIPATOR CONSTRUCTED. SEDIMENT CONTROL STRUCTURAL STOt STONE. CROSS SECTION '#57 WASHED STONE PLAN INLET PROTECTION HARDWARE CLOTH AND GRAVEL FILTER (NTS) MAINTENANCE PLAN 1. CIHEC K ALL EROSION CONTROL DEVICES AFTER EACH RUNOFF PRODUCING 'STORM EVENT AND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. 2. SEDIMENT WILL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAP 'WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. (GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER (DRAINS PROPERLY. 3. FEMOVE SEDIMENT DEPOSITS FROM DIVERSION DITCHES AND BERMS WHEN ,DEPOSITS REACH HALF CAPACITY. REPAIR ANY BREAKS IMMEDIATELY. 4. Ili:.!IMEDIATELY REMOVE ANY MUD TRACKED OR WASHED ONTO ROADWAY. 5. RESEED ANY DISTURBED AREA WHERE SEEDING HAS BEEN UNSUCCESSFULLY ESTABLISHED IN ACCORDANCE WITH SEEDING SCHEDULE. GROUND LINE DIVERSION DIKE 8' MIN. OF COMPACTED SOIL FLOW PLACED IN 6" LIFTS REVEGETATION MAT OVERCAN ORIGINAL GROUND TYPICAL SECTION - TEMPORARY DIVERSION CONSTRUCTION SPECIFICATIONS: 1. Remove and properly dispose of trees, brush, stumps, and other objectionable material. 2. Ensure that the minimum constructed cross section meets all design requirements. 3. Ensure that the top of the dike is not lower at any point than the design elevation plus the specified settlement. 4. Provide sufficient room around diversions to permit machine regrading and cleonout. 5. Vegetate the ridge immediately after construction, unless it will remain in place less than 30 working days. MAINTENANC E: Inspect temporary diversions once a week and after every rainfall. Immediately remove sediment from the flow area and repair the diversion ridge. Carefully check outlets and make timely repairs as needed. When the area protected is permanently stabilized, remove the ridge and the channel to blend with the natural ground level and appropriately stabilize it. REFERENC E: "Erosion and Sediment Control Planning and Design Manual ", North Carolina Department of Environment, and Natural Resources, Section 6.20. EROSION CONTROL ® TREE PRESERVATION SYMBOL LEGEND GRASS CHANNEL WITH l�B > WATER BAR ®� GEOTEXTILE LINER - - - NATURAL CONTOUR CONSTRUCTION ENTRANCE /EXIT FINISHED GRADE OUTLET STABILIZATION STRUCTURE LIMITS OF DISTURBANCE (TSD) TEMPORARY SLOPE --�-- TD TEMPORARY DIVERSION DRAIN STONE OUTLET -0 -O SEDIMENT FENCE INLET PROTECTION STONE INLET PROTECTION ® TEMPORARY SEDIMENT TRAP CHECK DAM POST SILT FENCE TOP VIEW MIN. STONE HEIGHT 24" SILT FENCE t T I SILT FENCE i I - 1 N 1 I I i FRONT VIEW 4 Diversion min Island fiver inist Dike - ! , - - .:.wb.0 3'1 - A TEMPORARY SEDIMENT FENCE DETAILS s:4� .�:,' 1.5• min Hold o�vn stakes a � ,. (NTS) CONSTRUCTION SPECIFICATIONS: -- S TR U MATERIALS: MAINTENANCE: 1. Use a synthetic sediment filter fabric or a pervious sheet of .Inspect sediment fences es at least once a week and after each rainfall. 10' .spacing q • ' i ._.. r �� - f itlrlet t '•�. � polypropylene, nylon, polyester, or polyethylene Ya rn which is Make any required u'r ed repairs immediately. certified by the manufacturer or supplier as conforming to the requirements shown in Table 6.62b. Should the fabric of a sediment fence collapse, tear, decompose or Plastic H s become ineffective, replace it promptly. Replace burlap every 60 days. corrugated Synthetic filter fabric should contain ultraviolet ray inhibitors and pipe stabilizers to provide a minimum of 6 months of expected unstable Remove sediment deposits as necessary to provide adequate storage volume construction life at a temperature range of 0 to 120' F. for the next rain and to reduce pressure on the fence. Take care to ft Top.of avoid undermining the fence during cleonout. 't 2. Ensure that posts for sediment fences are 1.33 lb /linear . �� •,' j r hwW-xrWAod ' steel with a minimum length of 4 ft. Make sure that Remove all fencing materials and unstable sediment deposits and bring steel posts have projections to facilitate fastening the fabric. the area to grade and stabilize it after contributing drainage area has Stabilize Q =Tap Nnin outlet i r I i diveraiatt :•c .� ..�' .• 1 , • � '. »`s'. As +'., „.: fL& min 3. For reinforcement of standard strength filter fabric, use wire fence been properly stabilized. NelIffal Lr with a minimum mesh spacing of 6 inches. (� .._. 9 � y,mn ,'.Y + v3 3 } ` 15 tNn vim+, 9:1 REFERENCE: H �.,.. _ a, ... a•• .M. r ` 1 Table 6.62b Specifications For Sediment Fence Fabric AU ' ,'•_� ® n fi. +"�- r "Erosion and Sediment Control Planning and Design Manuai ", North 4 ' min I Dlverelon + +, i v +s ' PHYSICAL PROPERTY REQUIREMENTS Carolina Department of Environment, and Natural Resources, i level section Section 6.62. Filtering Efficiency 85% (min) Tensile Strength at Standard Strength - 20% (max) Elongation 30 Ib /lin in (min) Extra Strength - 50 Ib /lin in (min) TEMPORARY SLOPE DRAIN DETAIL Slurry Flow Rate 0.3 gals /sq ft /min (min) CONSTRUCTION: 1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics. 2. Ensure that the height of the sediment fence does not exceed 18 inches above the ground surface. (Higher fences may impound volumes of water sufficient to cause failure of the structure.) 3. Construct the filter fabric from a continuous roil cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the filter cloth only at a support post with overlap to the next post. 4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the post using heavy duty wire staples at least 1 inch long, or tie wires. Extend the wire mesh support to the bottom of the trench. 5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts should be driven securely into the ground to a maximum of 18 inches. 6. Extra strength filter fabric with 6 -ft post spacing does not require wire mesh support fence. Staple or wire the filter fabric directly to posts. 7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and upslope from the barrier. 8. Backfill the trench with compacted soil or gravel placed over the filter fabric. 9. Do not attached filter fabric to existing trees. WIRE FENCE W/14 GA. STEEL POSTS REQUIRED MIN WIRES AND 1.333 LB /FT STEEL POST 6' MAX MESH PER WIRE FENCE TEMPORARY SEDIMENT 7ME SEDIMENT : "AP (PRACTICE 6,62, SEDIMENT FENCE), MAINTENANCE NOT -TO -SCALE NOT- TO-SCALE 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 CONSTRUCTION SPECIFICATIONS• Z CONSTRUCT THE MINIMUM FINISHED STONE SP✓'LLWAY BOTTOM WD7H, MAINTENANCE.' INCHES, SFACED A MAXIMUM OF 4 FEET APART, AND 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER AS SHOWN ON THE PLANS, Wi7H 2:1 SIDE SLOPES EXTENDING TO THE f INSTALLEI UP THE SIDES OF THE BASIN AS WELL. THE CLEAR, GRUB, AND STRIP 7HE AREA UNDER THE EMBANKMANT OF ALL TOP OF THE OVERFILLED EMBANKMENT. KEEP THE THICKNESS OF THE INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PEROID OF TOP OF THE' FABRIC SHOULD BE 6 INCHES HIGHER THAN 1 VEGETA77ON AND ROOT MATERIAL. REMOVE ALL SURFACE SOIL CON- SIDES OF THE SPILLWAY OUTLET STRUCTURE vF A MINIMUM OF 21 SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO THE INVE;1 OF THE SPILLWAY, TOPS OF THE BAFFLES TAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR D/S- INCHES THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMANT HAS ACCUMULATED TO SHOULD EE 2 INCHES LOWER THAN THE TOP OF THE POSE OF IT PROPERLY. ' HAUL ALL OBJEC77ONABLE MA7ERIALS T0. THE ENSURE DESIGN CAPACITY. : ONE -HALF THE DESIGN DEP774 OF THE TRAP. PLACE THE SEDIMENT BERMS, DESIGNATED DISPOSAL AREA. 8. MATERIAL USED IN 7HE STONE SEC77ON SHOULD BE A WELL - GRADED THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE 4. INSTALL =:- LEAST THREE ROWS OF BAFFLES BETWEEN ENSURE THAT FILL FOR 7HE EMBANKMENT IS FREE Or- ROOTS, MiXTURE OF STONE WITH A D50 SIZE OF NINE INCHES (CLASS B EROSION THE CONTAMINATED PART OF THE GRAVEL FACING. r _MATERIAL 2 WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE CONTROL STONE IS RECOMMENDED) AND A WAXIMUM STONE SIZE OF MATERIAL. PLACE 774E FILL LIFTS NOT TO EXCEED NINE INCHES AND 14 INCHES. THE STONE. MAY BE MACHINE PLACED AND 7H£ SMALLER CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. .IN MACHINE COMPACT IT OVERFILL THE EMBANKMENT SIX INCHES TO STONES WORKED INTO THE VOIDS OF THE LA-,`ER STONES THE STONE PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT iS CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANDUT, ALLOW FOR SETTLEMENT. SHOULD BE HARD, ANGULAR, AND HIGHLY WEATHER RESISTANT. A MINIMUM OF ONE AND ONE -HALF FEET BELOW THE LOW POINT OF CONSTRUCT 7HE OU7LET SEC77ON IN THE EMBANKMENT. PROTECT THE 9. DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE 3. CONNEC77ON BETWEEN THE RiP -RAP AND THE SOIL FROM PIPING BY EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP -RAP D /S- US/NG FILTER FABRIC OR A KEYWAY CUTOFF 7RENCH BETWEEN 7HE OU7ZET PR07EC77ON TO DIVERT SEDIMENT -LA. EN WATER TO 7HE PLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. RIP -RAP STRUCTURE AND THE SOIL UPPER END OF THE POOL AREA TO IMPROVE 3ASIN 77?AP EFFICIENCY. PLACE THE FILTER FABRIC BETWEEN THE RIP -RAP AND SOIL. A) EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDA77ON AND 10. ENSURE THAT THE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SIDES TO THE TOP OF THE DAM, OR PAST THE TOE OF THE EMBANKMENT UN77L C ABLE COND177ONS ARE SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND ACROSS TrE TOP OF THE MEASURE TO PREVENT SAGGING. EXCAVATE A KEYWAY 7RENCH ALONG 7HE CENTERLINE OF 7HE REACHED AND OUTLET VELOCITY IS ACCEPTAe_E FOR THE RECEIVING STABILIZE PROPERLY. B) SPILLWAY FOUNDATION, EXTENDING UP 7H£ SIDES TO THE HEIGHT STREAM. KEEP THE EDGES OF THE STONE 0 :3LET SEC77ON FLUSH OF THE DAM. 7HE TRENCH SHOULD BE AT LEAST TWO FEET DEEP WTH 7HE SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE 6. WRAP PORLUS MATERIAL, LIKE JUTE BACKED BY COIR AND TWO FEET WIDE WITH 1: 1 SIDE SLOPES. THE OUTFLOW STREAM. CLEAR THE POND AREA BELOW 7HE ElEVA77ON OF THE CREST TO 7HE Jr. DiRECT EMERGENCY BYPASS TO NATURAL, ST.?SLE AREAS. LOCATE REFERENCE.' En>.��tl��r��i�t>•m�� 4. SPILLWAY TO FACILITATE SEDIMENT CLEANOUT. BYPASS OUTLETS SO 7HAT FLOW WILL NOT CAMAGE THE EMBANKMENT MATERIAL OVER A SAWHORSE OR THE TOP WIRE. HAMMER ALL CUT AND FILL SLOPES SHOULD BE 2 :1 OR FLA TIER. 12. STABILIZE 7HE EMBANKMENT.AND ALL DiSTUP,SFD AREAS ABOVE THE 6RD&0N AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 5. ENSURE 7HAT THE STONE (DRAINAGE) SEC77ON OF THE EMBANKMENT SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER NORTH CAROLINA DEPAR7MENT OF ENVIRONMENT, AND NATURAL 6. HAS A MINIMUM BOTTOM WIDTH OF THREE FEET AND MINIMUM SIDE CONS7RUC770N. RESORECES, SECTION 6.60. REBAR 07 -• THE SAWHORSE LEGS FOR ANCHORING. THE SLOPES OF 1:1 THAT EX7EN0 TO 7HE BOTTOM OF THE SPILLWAY 13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDi- SEC770N MENT CLEANOUT LEVEL (ONE -HALF THE DESIG'I DEPTH) ON 7HR PLANS AND MARK iT IN THE FIELD. FABRIC SrMULD HAVE FIVE TO TEN PERCENT OPENINGS GRADE, AND STABILIZE IT. 14. INSTALL POROUS BAFFLES AS SPECIFIED IN FAC77CE 6.65, POROUS BAFFLES CONSTRUCT ON SPECIFICATI ❑NS 1. GRADE THE. BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE. 2, INSTALL F3ST OR SAW HORSE ACROSS THE WIDTH OF THE IN THE VS4VE. ATTACH FABRIC TO A ROPE AND SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLE'S, COIR'MESH OR SIMILAR, STAPLED OR 7. THE BOTT04 AND SIDES OF THE FABRIC SHOULD BE TRENCHED INTO BOTTOM OR SIDE ANCHORED IN A TRENCH OR PINNED WITH 8 -INCH EROSION CONTROL WATTING STAPLES. 8. DO NOT S=LICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (NTS) C❑NSTRUCTI ❑N SPECIFICATI ❑NS: 1. Clear the entrance and exit area of all vegetation, roots, any other 8' MINI objectionable material and properly grade it 1-- 2, Place the gravel to the specific grade and dimensions shown cn the _ plans, and smooth it. 3. Provide drainage to carry water to a sediment trap or other suitable outlet, 4. Use geotextile fabrics because they improve stability of the F, oundation in locations subject to seepage or high water table. MAINTENANCE; i Maintain the gravel pad in a condition to prevent mud or sedl Pent from i leaving the construction site. This may require periodic top dressing i with 2 -inch stone. After each rainfall, inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all ob jectionalole materials spilled, washed, or tracked on to pub)`_ roadways. REFERENCE( 'Erosion and Sediment Control Planning and Design Manual', North SLOPES Carolina Department of Environment, and Natural Resources, a Section 6,06, n Jok ii •Vor 0% r f� ) x r � # , �� '�til� tre®�h D= klx6Il .wie E= Wx611vLwae F =T G4 H =SiaEtTWffF*,bnd 14falt7overvAbreatlttrexch y S +° ` •/ , 1 ) FINISH GRADE, FERTILIZE, AND SEED BEFORE APPLYING BLANKET 2i. LOCATE BEGINNING OF ROLL USING STARTER SHEET HARD METAL STAKES STORM PIPE OUTLET PROTECTION HARDWARE CLOTH UP THE SIDES OF THE STAKES AND LAID ON THE GROUND Z m SECTION FILTER OF HARDWARE CLOTH AND #57 WASHED /- STONE IS WRAPPED AROUND THE INLET "" ' 1> STONE OUTLET d50 MEDIAN STONE SIZE IN A WELL GRADED RIP -RAP APRON NOTES dmax MAXIMUM STONE DIAMETER 1. STRUCTURAL STONE SHALL BE CLASS "B" T = APRON THICKNESS STONE FOR EROSION CONTROL PURPOSES. SEE PLAN FOR 2. SEDIMENT CONTROL STONE SHALL BE No. DISSIPATOR 5 OR No. 57 STONE. SILT FENCE DIMENSIONS. STORM PIPE SILT FENCE ENERGY DISSIPATOR RIP -RAP IN GEOTEXTILE LINER NC DOT TYPE 2 FABRIC UNDERNEATH 2 FLO \� 1� TE: INSTALL CHECK DAM BEFORE CONSTRUCTING STORM PIPE 1�5 AND DISSIPATOR. CHECK DAM TO BE REMOVED AFTER PIPE AND DISSIPATOR CONSTRUCTED. SEDIMENT CONTROL STRUCTURAL STOt STONE. CROSS SECTION '#57 WASHED STONE PLAN INLET PROTECTION HARDWARE CLOTH AND GRAVEL FILTER (NTS) MAINTENANCE PLAN 1. CIHEC K ALL EROSION CONTROL DEVICES AFTER EACH RUNOFF PRODUCING 'STORM EVENT AND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. 2. SEDIMENT WILL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAP 'WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. (GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER (DRAINS PROPERLY. 3. FEMOVE SEDIMENT DEPOSITS FROM DIVERSION DITCHES AND BERMS WHEN ,DEPOSITS REACH HALF CAPACITY. REPAIR ANY BREAKS IMMEDIATELY. 4. Ili:.!IMEDIATELY REMOVE ANY MUD TRACKED OR WASHED ONTO ROADWAY. 5. RESEED ANY DISTURBED AREA WHERE SEEDING HAS BEEN UNSUCCESSFULLY ESTABLISHED IN ACCORDANCE WITH SEEDING SCHEDULE. GROUND LINE DIVERSION DIKE 8' MIN. OF COMPACTED SOIL FLOW PLACED IN 6" LIFTS REVEGETATION MAT OVERCAN ORIGINAL GROUND TYPICAL SECTION - TEMPORARY DIVERSION CONSTRUCTION SPECIFICATIONS: 1. Remove and properly dispose of trees, brush, stumps, and other objectionable material. 2. Ensure that the minimum constructed cross section meets all design requirements. 3. Ensure that the top of the dike is not lower at any point than the design elevation plus the specified settlement. 4. Provide sufficient room around diversions to permit machine regrading and cleonout. 5. Vegetate the ridge immediately after construction, unless it will remain in place less than 30 working days. MAINTENANC E: Inspect temporary diversions once a week and after every rainfall. Immediately remove sediment from the flow area and repair the diversion ridge. Carefully check outlets and make timely repairs as needed. When the area protected is permanently stabilized, remove the ridge and the channel to blend with the natural ground level and appropriately stabilize it. REFERENC E: "Erosion and Sediment Control Planning and Design Manual ", North Carolina Department of Environment, and Natural Resources, Section 6.20. EROSION CONTROL ® TREE PRESERVATION SYMBOL LEGEND GRASS CHANNEL WITH l�B > WATER BAR ®� GEOTEXTILE LINER - - - NATURAL CONTOUR CONSTRUCTION ENTRANCE /EXIT FINISHED GRADE OUTLET STABILIZATION STRUCTURE LIMITS OF DISTURBANCE (TSD) TEMPORARY SLOPE --�-- TD TEMPORARY DIVERSION DRAIN STONE OUTLET -0 -O SEDIMENT FENCE INLET PROTECTION STONE INLET PROTECTION ® TEMPORARY SEDIMENT TRAP CHECK DAM POST SILT FENCE TOP VIEW MIN. STONE HEIGHT 24" SILT FENCE t T I SILT FENCE i I - 1 N 1 I I i FRONT VIEW 4 Diversion min Island fiver inist Dike - ! , - - .:.wb.0 3'1 - A TEMPORARY SEDIMENT FENCE DETAILS s:4� .�:,' 1.5• min Hold o�vn stakes a � ,. (NTS) CONSTRUCTION SPECIFICATIONS: -- S TR U MATERIALS: MAINTENANCE: 1. Use a synthetic sediment filter fabric or a pervious sheet of .Inspect sediment fences es at least once a week and after each rainfall. 10' .spacing q • ' i ._.. r �� - f itlrlet t '•�. � polypropylene, nylon, polyester, or polyethylene Ya rn which is Make any required u'r ed repairs immediately. certified by the manufacturer or supplier as conforming to the requirements shown in Table 6.62b. Should the fabric of a sediment fence collapse, tear, decompose or Plastic H s become ineffective, replace it promptly. Replace burlap every 60 days. corrugated Synthetic filter fabric should contain ultraviolet ray inhibitors and pipe stabilizers to provide a minimum of 6 months of expected unstable Remove sediment deposits as necessary to provide adequate storage volume construction life at a temperature range of 0 to 120' F. for the next rain and to reduce pressure on the fence. Take care to ft Top.of avoid undermining the fence during cleonout. 't 2. Ensure that posts for sediment fences are 1.33 lb /linear . �� •,' j r hwW-xrWAod ' steel with a minimum length of 4 ft. Make sure that Remove all fencing materials and unstable sediment deposits and bring steel posts have projections to facilitate fastening the fabric. the area to grade and stabilize it after contributing drainage area has Stabilize Q =Tap Nnin outlet i r I i diveraiatt :•c .� ..�' .• 1 , • � '. »`s'. As +'., „.: fL& min 3. For reinforcement of standard strength filter fabric, use wire fence been properly stabilized. NelIffal Lr with a minimum mesh spacing of 6 inches. (� .._. 9 � y,mn ,'.Y + v3 3 } ` 15 tNn vim+, 9:1 REFERENCE: H �.,.. _ a, ... a•• .M. r ` 1 Table 6.62b Specifications For Sediment Fence Fabric AU ' ,'•_� ® n fi. +"�- r "Erosion and Sediment Control Planning and Design Manuai ", North 4 ' min I Dlverelon + +, i v +s ' PHYSICAL PROPERTY REQUIREMENTS Carolina Department of Environment, and Natural Resources, i level section Section 6.62. Filtering Efficiency 85% (min) Tensile Strength at Standard Strength - 20% (max) Elongation 30 Ib /lin in (min) Extra Strength - 50 Ib /lin in (min) TEMPORARY SLOPE DRAIN DETAIL Slurry Flow Rate 0.3 gals /sq ft /min (min) CONSTRUCTION: 1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics. 2. Ensure that the height of the sediment fence does not exceed 18 inches above the ground surface. (Higher fences may impound volumes of water sufficient to cause failure of the structure.) 3. Construct the filter fabric from a continuous roil cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the filter cloth only at a support post with overlap to the next post. 4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the post using heavy duty wire staples at least 1 inch long, or tie wires. Extend the wire mesh support to the bottom of the trench. 5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts should be driven securely into the ground to a maximum of 18 inches. 6. Extra strength filter fabric with 6 -ft post spacing does not require wire mesh support fence. Staple or wire the filter fabric directly to posts. 7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and upslope from the barrier. 8. Backfill the trench with compacted soil or gravel placed over the filter fabric. 9. Do not attached filter fabric to existing trees. WIRE FENCE W/14 GA. STEEL POSTS REQUIRED MIN WIRES AND 1.333 LB /FT STEEL POST 6' MAX MESH PER WIRE FENCE POROUS BAFFLE FOR SEDIMENT P SEDIMENT : "AP (PRACTICE 6,62, SEDIMENT FENCE), MAINTENANCE NOT- TO-SCALE 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 JC �: a � INCHES, SFACED A MAXIMUM OF 4 FEET APART, AND 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER f INSTALLEI UP THE SIDES OF THE BASIN AS WELL. THE EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. Z W W TOP OF THE' FABRIC SHOULD BE 6 INCHES HIGHER THAN 4 O THE INVE;1 OF THE SPILLWAY, TOPS OF THE BAFFLES 2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD GROUND o 4 SUPPORT ROPE SUPPORT POST, STAKE TO SUPPORT SHOULD EE 2 INCHES LOWER THAN THE TOP OF THE THE FABRIC OF THE BAFFLE COLLAPSE, TEAR, DECOMPOSE, LINE + TO WIRE TO PREVENT 24' INTO BOTTOM WIRE BERMS, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 'v Z SAGGING OR SIDE 4. INSTALL =:- LEAST THREE ROWS OF BAFFLES BETWEEN 3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL r THE INLE` AND OUTLET DISCHARGE POINT. BASINS LESS TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT THAT 20 7 E IN LENGTH MAY USE 2 BAFFLES, RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANDUT, swim S. WHEN US is POSTS, ADD A SUPPORT WIRE OR ROPE SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE ACROSS TrE TOP OF THE MEASURE TO PREVENT SAGGING. .DESIGNED STORAGE DEPTH. 6. WRAP PORLUS MATERIAL, LIKE JUTE BACKED BY COIR 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN En>.��tl��r��i�t>•m�� MATERIAL OVER A SAWHORSE OR THE TOP WIRE. HAMMER PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS REBAR 07 -• THE SAWHORSE LEGS FOR ANCHORING. THE AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO FABRIC SrMULD HAVE FIVE TO TEN PERCENT OPENINGS GRADE, AND STABILIZE IT. IN THE VS4VE. ATTACH FABRIC TO A ROPE AND SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLE'S, COIR'MESH OR SIMILAR, STAPLED OR 7. THE BOTT04 AND SIDES OF THE FABRIC SHOULD BE TRENCHED INTO BOTTOM OR SIDE ANCHORED IN A TRENCH OR PINNED WITH 8 -INCH EROSION CONTROL WATTING STAPLES. 8. DO NOT S=LICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (NTS) C❑NSTRUCTI ❑N SPECIFICATI ❑NS: 1. Clear the entrance and exit area of all vegetation, roots, any other 8' MINI objectionable material and properly grade it 1-- 2, Place the gravel to the specific grade and dimensions shown cn the _ plans, and smooth it. 3. Provide drainage to carry water to a sediment trap or other suitable outlet, 4. Use geotextile fabrics because they improve stability of the F, oundation in locations subject to seepage or high water table. MAINTENANCE; i Maintain the gravel pad in a condition to prevent mud or sedl Pent from i leaving the construction site. This may require periodic top dressing i with 2 -inch stone. After each rainfall, inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all ob jectionalole materials spilled, washed, or tracked on to pub)`_ roadways. REFERENCE( 'Erosion and Sediment Control Planning and Design Manual', North SLOPES Carolina Department of Environment, and Natural Resources, a Section 6,06, n Jok ii •Vor 0% r f� ) x r � # , �� '�til� tre®�h D= klx6Il .wie E= Wx611vLwae F =T G4 H =SiaEtTWffF*,bnd 14falt7overvAbreatlttrexch y S +° ` •/ , 1 ) FINISH GRADE, FERTILIZE, AND SEED BEFORE APPLYING BLANKET 2i. LOCATE BEGINNING OF ROLL USING STARTER SHEET HARD METAL STAKES STORM PIPE OUTLET PROTECTION HARDWARE CLOTH UP THE SIDES OF THE STAKES AND LAID ON THE GROUND Z m SECTION FILTER OF HARDWARE CLOTH AND #57 WASHED /- STONE IS WRAPPED AROUND THE INLET "" ' 1> STONE OUTLET d50 MEDIAN STONE SIZE IN A WELL GRADED RIP -RAP APRON NOTES dmax MAXIMUM STONE DIAMETER 1. STRUCTURAL STONE SHALL BE CLASS "B" T = APRON THICKNESS STONE FOR EROSION CONTROL PURPOSES. SEE PLAN FOR 2. SEDIMENT CONTROL STONE SHALL BE No. DISSIPATOR 5 OR No. 57 STONE. SILT FENCE DIMENSIONS. STORM PIPE SILT FENCE ENERGY DISSIPATOR RIP -RAP IN GEOTEXTILE LINER NC DOT TYPE 2 FABRIC UNDERNEATH 2 FLO \� 1� TE: INSTALL CHECK DAM BEFORE CONSTRUCTING STORM PIPE 1�5 AND DISSIPATOR. CHECK DAM TO BE REMOVED AFTER PIPE AND DISSIPATOR CONSTRUCTED. SEDIMENT CONTROL STRUCTURAL STOt STONE. CROSS SECTION '#57 WASHED STONE PLAN INLET PROTECTION HARDWARE CLOTH AND GRAVEL FILTER (NTS) MAINTENANCE PLAN 1. CIHEC K ALL EROSION CONTROL DEVICES AFTER EACH RUNOFF PRODUCING 'STORM EVENT AND MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. 2. SEDIMENT WILL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAP 'WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. (GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER (DRAINS PROPERLY. 3. FEMOVE SEDIMENT DEPOSITS FROM DIVERSION DITCHES AND BERMS WHEN ,DEPOSITS REACH HALF CAPACITY. REPAIR ANY BREAKS IMMEDIATELY. 4. Ili:.!IMEDIATELY REMOVE ANY MUD TRACKED OR WASHED ONTO ROADWAY. 5. RESEED ANY DISTURBED AREA WHERE SEEDING HAS BEEN UNSUCCESSFULLY ESTABLISHED IN ACCORDANCE WITH SEEDING SCHEDULE. GROUND LINE DIVERSION DIKE 8' MIN. OF COMPACTED SOIL FLOW PLACED IN 6" LIFTS REVEGETATION MAT OVERCAN ORIGINAL GROUND TYPICAL SECTION - TEMPORARY DIVERSION CONSTRUCTION SPECIFICATIONS: 1. Remove and properly dispose of trees, brush, stumps, and other objectionable material. 2. Ensure that the minimum constructed cross section meets all design requirements. 3. Ensure that the top of the dike is not lower at any point than the design elevation plus the specified settlement. 4. Provide sufficient room around diversions to permit machine regrading and cleonout. 5. Vegetate the ridge immediately after construction, unless it will remain in place less than 30 working days. MAINTENANC E: Inspect temporary diversions once a week and after every rainfall. Immediately remove sediment from the flow area and repair the diversion ridge. Carefully check outlets and make timely repairs as needed. When the area protected is permanently stabilized, remove the ridge and the channel to blend with the natural ground level and appropriately stabilize it. REFERENC E: "Erosion and Sediment Control Planning and Design Manual ", North Carolina Department of Environment, and Natural Resources, Section 6.20. EROSION CONTROL ® TREE PRESERVATION SYMBOL LEGEND GRASS CHANNEL WITH l�B > WATER BAR ®� GEOTEXTILE LINER - - - NATURAL CONTOUR CONSTRUCTION ENTRANCE /EXIT FINISHED GRADE OUTLET STABILIZATION STRUCTURE LIMITS OF DISTURBANCE (TSD) TEMPORARY SLOPE --�-- TD TEMPORARY DIVERSION DRAIN STONE OUTLET -0 -O SEDIMENT FENCE INLET PROTECTION STONE INLET PROTECTION ® TEMPORARY SEDIMENT TRAP CHECK DAM POST SILT FENCE TOP VIEW MIN. STONE HEIGHT 24" SILT FENCE t T I SILT FENCE i I - 1 N 1 I I i FRONT VIEW 4 Diversion min Island fiver inist Dike - ! , - - .:.wb.0 3'1 - A TEMPORARY SEDIMENT FENCE DETAILS s:4� .�:,' 1.5• min Hold o�vn stakes a � ,. (NTS) CONSTRUCTION SPECIFICATIONS: -- S TR U MATERIALS: MAINTENANCE: 1. Use a synthetic sediment filter fabric or a pervious sheet of .Inspect sediment fences es at least once a week and after each rainfall. 10' .spacing q • ' i ._.. r �� - f itlrlet t '•�. � polypropylene, nylon, polyester, or polyethylene Ya rn which is Make any required u'r ed repairs immediately. certified by the manufacturer or supplier as conforming to the requirements shown in Table 6.62b. Should the fabric of a sediment fence collapse, tear, decompose or Plastic H s become ineffective, replace it promptly. Replace burlap every 60 days. corrugated Synthetic filter fabric should contain ultraviolet ray inhibitors and pipe stabilizers to provide a minimum of 6 months of expected unstable Remove sediment deposits as necessary to provide adequate storage volume construction life at a temperature range of 0 to 120' F. for the next rain and to reduce pressure on the fence. Take care to ft Top.of avoid undermining the fence during cleonout. 't 2. Ensure that posts for sediment fences are 1.33 lb /linear . �� •,' j r hwW-xrWAod ' steel with a minimum length of 4 ft. Make sure that Remove all fencing materials and unstable sediment deposits and bring steel posts have projections to facilitate fastening the fabric. the area to grade and stabilize it after contributing drainage area has Stabilize Q =Tap Nnin outlet i r I i diveraiatt :•c .� ..�' .• 1 , • � '. »`s'. As +'., „.: fL& min 3. For reinforcement of standard strength filter fabric, use wire fence been properly stabilized. NelIffal Lr with a minimum mesh spacing of 6 inches. (� .._. 9 � y,mn ,'.Y + v3 3 } ` 15 tNn vim+, 9:1 REFERENCE: H �.,.. _ a, ... a•• .M. r ` 1 Table 6.62b Specifications For Sediment Fence Fabric AU ' ,'•_� ® n fi. +"�- r "Erosion and Sediment Control Planning and Design Manuai ", North 4 ' min I Dlverelon + +, i v +s ' PHYSICAL PROPERTY REQUIREMENTS Carolina Department of Environment, and Natural Resources, i level section Section 6.62. Filtering Efficiency 85% (min) Tensile Strength at Standard Strength - 20% (max) Elongation 30 Ib /lin in (min) Extra Strength - 50 Ib /lin in (min) TEMPORARY SLOPE DRAIN DETAIL Slurry Flow Rate 0.3 gals /sq ft /min (min) CONSTRUCTION: 1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics. 2. Ensure that the height of the sediment fence does not exceed 18 inches above the ground surface. (Higher fences may impound volumes of water sufficient to cause failure of the structure.) 3. Construct the filter fabric from a continuous roil cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the filter cloth only at a support post with overlap to the next post. 4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the post using heavy duty wire staples at least 1 inch long, or tie wires. Extend the wire mesh support to the bottom of the trench. 5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts should be driven securely into the ground to a maximum of 18 inches. 6. Extra strength filter fabric with 6 -ft post spacing does not require wire mesh support fence. Staple or wire the filter fabric directly to posts. 7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and upslope from the barrier. 8. Backfill the trench with compacted soil or gravel placed over the filter fabric. 9. Do not attached filter fabric to existing trees. WIRE FENCE W/14 GA. STEEL POSTS REQUIRED MIN WIRES AND 1.333 LB /FT STEEL POST 6' MAX MESH PER WIRE FENCE -- I ;° IN ANCHOR FABRIC 8' MIN. " W/ GRAVEL ( #5 STONE) DO NOT USE SOIL SECTI ❑N TEMPORARY CHECK DAM SEEDING (NTS) SOIL AND VEGETATION MIS = The distance such that paints NATURAL GROUND LE'siL A and B are of equal elevation Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six inches so as to ,°° ° MIN. ® °°° produce a lose, friable surface. Remove all stones, boulders, stumps or debris from the ° ° ° °ga00000QO0: o 000gog ®° A B surface which would prohibit germination or plant growth. °O° ° ° °° ° L FILTER FABRIC Incorporate into the soil 800 to 1,000 pounds of 10 -10 -10 fertilizer plus 500 pounds of A twenty percent (20 %) superphosphate per acre and two tons of dolomitic lime per acre unless soil tests indicate that a lower rate of lime can be used. CLASS 1 OR e EROSION CONTROL ° - - o °o °o Mulch after seeding ith 1.5 tons of rain straw per acre and either crimp straw into soil or STONE °o ° °oo;oao ? z4° MAX g grain 12" LAYER OF °ca000000000° tack with liquid asphalt at 400 gallons per acre or emulsified asphalt at 300 gallons ere acre. #57 WASHED o °o °o °o °0000 °o °o° AT CENTER q P 9 P P 9 P STONE ° ° °° ° °og °g °g °g °g °g °%fl° oo ° °o °o °o ° ° ° o ° FILTER FABRIC PERMANENT SEEDINGS SECTION A -A PLANTS & MIXTURE PLANTING RATE /ACRE PLANTING DATES NOTES: Tall Fescue 100 - 150 lbs. Aug. 15 - Oct. 15 Space check dam in a channel so 'hot the crest (Low Maintenance) Feb. 15 - May 1 of downstream dam is at elevation of the toe of Tall Fescue 200 -250 lbs. Aug. 15 - Oct. 15 upstream dam Waterways and Feb. 15 - May 1 Lawns (high Maint.) Blend of two turftype 200 - 250 lbs. Aug. 15 - Oct. 15 tall Fescues (90 %) Feb. 15 - May 1 and two of more improved Kentucky bluegrass varieties (10 %) (high maintenance) Tall Fescue 100 lbs. Feb. 15 - May 1 and and Aug. 15 - Oct. 15 Kobe or Korean 20 - 25 lbs. Lespedeza (see note 1 below) Tall Fescue and 50 lbs. Sericea Lespedezo 60 lbs. /acre Nov. 1 - Feb 1 (Unscarified) Tall Fescue and 60 lbs. July and August German Millet or and Sudangross (see note 2 below) 30 lbs. Tall Fescue 70 lbs. Nov. 1 - Jana 30 and and ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY Ryegrain (see note 2 below) 25 lbs. OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND Common Bermudograss 8 lbs. (hulled) April 15 - June 30 TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL 15 - 20 lbs. (unhulled) Feb. 1 - March 30 ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE (1) For spring seedings, use Scarified Lespedezo seed. For late fall and winter seedings, CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE use unscarified seeds. THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO Annuals such as Millet Sudon sass and R e rain must be kept at 10 - 12" maximum MAINTAIN SAFE WORK PRACTICES CONSISTENT WITH OSHA (OCCUPATIONAL SAFETY (2) u g y 9 P height. AND HEALTH ADMINISTRATION) REGULATIONS AND OTHER' ,PREVAILING SAFE .WORK PRACTICES. Project No. 2011 01 Date 2/11/11 Drawn: JWE Checked: PS Revisions 18' MAXI OF F FILTER FABRIC JC �: a � f Z W W 4 O � GROUND o 4 OVE�F�L'"A""_ � LINE + 'v Z Z swim En>.��tl��r��i�t>•m�� ! AIL ..Il�r .11!�!ll: .li�'�tl•.IL � .IL .II: .l /! ELEVATION IL Ill -- I ;° IN ANCHOR FABRIC 8' MIN. " W/ GRAVEL ( #5 STONE) DO NOT USE SOIL SECTI ❑N TEMPORARY CHECK DAM SEEDING (NTS) SOIL AND VEGETATION MIS = The distance such that paints NATURAL GROUND LE'siL A and B are of equal elevation Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six inches so as to ,°° ° MIN. ® °°° produce a lose, friable surface. Remove all stones, boulders, stumps or debris from the ° ° ° °ga00000QO0: o 000gog ®° A B surface which would prohibit germination or plant growth. °O° ° ° °° ° L FILTER FABRIC Incorporate into the soil 800 to 1,000 pounds of 10 -10 -10 fertilizer plus 500 pounds of A twenty percent (20 %) superphosphate per acre and two tons of dolomitic lime per acre unless soil tests indicate that a lower rate of lime can be used. CLASS 1 OR e EROSION CONTROL ° - - o °o °o Mulch after seeding ith 1.5 tons of rain straw per acre and either crimp straw into soil or STONE °o ° °oo;oao ? z4° MAX g grain 12" LAYER OF °ca000000000° tack with liquid asphalt at 400 gallons per acre or emulsified asphalt at 300 gallons ere acre. #57 WASHED o °o °o °o °0000 °o °o° AT CENTER q P 9 P P 9 P STONE ° ° °° ° °og °g °g °g °g °g °%fl° oo ° °o °o °o ° ° ° o ° FILTER FABRIC PERMANENT SEEDINGS SECTION A -A PLANTS & MIXTURE PLANTING RATE /ACRE PLANTING DATES NOTES: Tall Fescue 100 - 150 lbs. Aug. 15 - Oct. 15 Space check dam in a channel so 'hot the crest (Low Maintenance) Feb. 15 - May 1 of downstream dam is at elevation of the toe of Tall Fescue 200 -250 lbs. Aug. 15 - Oct. 15 upstream dam Waterways and Feb. 15 - May 1 Lawns (high Maint.) Blend of two turftype 200 - 250 lbs. Aug. 15 - Oct. 15 tall Fescues (90 %) Feb. 15 - May 1 and two of more improved Kentucky bluegrass varieties (10 %) (high maintenance) Tall Fescue 100 lbs. Feb. 15 - May 1 and and Aug. 15 - Oct. 15 Kobe or Korean 20 - 25 lbs. Lespedeza (see note 1 below) Tall Fescue and 50 lbs. Sericea Lespedezo 60 lbs. /acre Nov. 1 - Feb 1 (Unscarified) Tall Fescue and 60 lbs. July and August German Millet or and Sudangross (see note 2 below) 30 lbs. Tall Fescue 70 lbs. Nov. 1 - Jana 30 and and ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY Ryegrain (see note 2 below) 25 lbs. OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND Common Bermudograss 8 lbs. (hulled) April 15 - June 30 TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL 15 - 20 lbs. (unhulled) Feb. 1 - March 30 ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE (1) For spring seedings, use Scarified Lespedezo seed. For late fall and winter seedings, CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE use unscarified seeds. THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO Annuals such as Millet Sudon sass and R e rain must be kept at 10 - 12" maximum MAINTAIN SAFE WORK PRACTICES CONSISTENT WITH OSHA (OCCUPATIONAL SAFETY (2) u g y 9 P height. AND HEALTH ADMINISTRATION) REGULATIONS AND OTHER' ,PREVAILING SAFE .WORK PRACTICES. Project No. 2011 01 Date 2/11/11 Drawn: JWE Checked: PS Revisions OF F FILTER FABRIC JC �: a � f Z W W 4 O � GROUND o 4 OVE�F�L'"A""_ � LINE + 'v Z Z SEEDING (NTS) SOIL AND VEGETATION MIS = The distance such that paints NATURAL GROUND LE'siL A and B are of equal elevation Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six inches so as to ,°° ° MIN. ® °°° produce a lose, friable surface. Remove all stones, boulders, stumps or debris from the ° ° ° °ga00000QO0: o 000gog ®° A B surface which would prohibit germination or plant growth. °O° ° ° °° ° L FILTER FABRIC Incorporate into the soil 800 to 1,000 pounds of 10 -10 -10 fertilizer plus 500 pounds of A twenty percent (20 %) superphosphate per acre and two tons of dolomitic lime per acre unless soil tests indicate that a lower rate of lime can be used. CLASS 1 OR e EROSION CONTROL ° - - o °o °o Mulch after seeding ith 1.5 tons of rain straw per acre and either crimp straw into soil or STONE °o ° °oo;oao ? z4° MAX g grain 12" LAYER OF °ca000000000° tack with liquid asphalt at 400 gallons per acre or emulsified asphalt at 300 gallons ere acre. #57 WASHED o °o °o °o °0000 °o °o° AT CENTER q P 9 P P 9 P STONE ° ° °° ° °og °g °g °g °g °g °%fl° oo ° °o °o °o ° ° ° o ° FILTER FABRIC PERMANENT SEEDINGS SECTION A -A PLANTS & MIXTURE PLANTING RATE /ACRE PLANTING DATES NOTES: Tall Fescue 100 - 150 lbs. Aug. 15 - Oct. 15 Space check dam in a channel so 'hot the crest (Low Maintenance) Feb. 15 - May 1 of downstream dam is at elevation of the toe of Tall Fescue 200 -250 lbs. Aug. 15 - Oct. 15 upstream dam Waterways and Feb. 15 - May 1 Lawns (high Maint.) Blend of two turftype 200 - 250 lbs. Aug. 15 - Oct. 15 tall Fescues (90 %) Feb. 15 - May 1 and two of more improved Kentucky bluegrass varieties (10 %) (high maintenance) Tall Fescue 100 lbs. Feb. 15 - May 1 and and Aug. 15 - Oct. 15 Kobe or Korean 20 - 25 lbs. Lespedeza (see note 1 below) Tall Fescue and 50 lbs. Sericea Lespedezo 60 lbs. /acre Nov. 1 - Feb 1 (Unscarified) Tall Fescue and 60 lbs. July and August German Millet or and Sudangross (see note 2 below) 30 lbs. Tall Fescue 70 lbs. Nov. 1 - Jana 30 and and ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY Ryegrain (see note 2 below) 25 lbs. OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND Common Bermudograss 8 lbs. (hulled) April 15 - June 30 TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL 15 - 20 lbs. (unhulled) Feb. 1 - March 30 ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE (1) For spring seedings, use Scarified Lespedezo seed. For late fall and winter seedings, CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE use unscarified seeds. THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO Annuals such as Millet Sudon sass and R e rain must be kept at 10 - 12" maximum MAINTAIN SAFE WORK PRACTICES CONSISTENT WITH OSHA (OCCUPATIONAL SAFETY (2) u g y 9 P height. AND HEALTH ADMINISTRATION) REGULATIONS AND OTHER' ,PREVAILING SAFE .WORK PRACTICES. Project No. 2011 01 Date 2/11/11 Drawn: JWE Checked: PS Revisions (10 %) (high maintenance) Tall Fescue 100 lbs. Feb. 15 - May 1 and and Aug. 15 - Oct. 15 Kobe or Korean 20 - 25 lbs. Lespedeza (see note 1 below) Tall Fescue and 50 lbs. Sericea Lespedezo 60 lbs. /acre Nov. 1 - Feb 1 (Unscarified) Tall Fescue and 60 lbs. July and August German Millet or and Sudangross (see note 2 below) 30 lbs. Tall Fescue 70 lbs. Nov. 1 - Jana 30 and and ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY Ryegrain (see note 2 below) 25 lbs. OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND Common Bermudograss 8 lbs. (hulled) April 15 - June 30 TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL 15 - 20 lbs. (unhulled) Feb. 1 - March 30 ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE (1) For spring seedings, use Scarified Lespedezo seed. For late fall and winter seedings, CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE use unscarified seeds. THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO Annuals such as Millet Sudon sass and R e rain must be kept at 10 - 12" maximum MAINTAIN SAFE WORK PRACTICES CONSISTENT WITH OSHA (OCCUPATIONAL SAFETY (2) u g y 9 P height. AND HEALTH ADMINISTRATION) REGULATIONS AND OTHER' ,PREVAILING SAFE .WORK PRACTICES. Project No. 2011 01 Date 2/11/11 Drawn: JWE Checked: PS Revisions Project No. 2011 01 Date 2/11/11 Drawn: JWE Checked: PS Revisions