The URL can be used to link to this page

Home My WebLink About20201570 Ver 1_Macon County - B343 - Erosion Control Plans_20201113 °BAG,.OvelopelD 4BSE,eEe.,e91.070E.a,",mosEeeBB.a NM 111011. STAYS MIN Meaner REnallierce MI ... .... Pftell STATE OF NORTH CA I',O LIMA N.C. 14SP.20561.1 EN e.Roym pawls. NO _ _ /,,!!-•5 DIVISION OF HIGHFraPAY 145P.20561.1 BUTZ PIMP] FN/A PE O i2 DIVISION HIGHWAYS\llY S 14SP.20561.1 N/A R/W z \•\ ECT 14SP.20561.1 N/A CONST. I► PLAN FOR P I's®POSED IN • ! HIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES / BEGIN PROJECT ��o�pa Se D^,^" Sonia OAS '''OTC''''' ,- ¢ 1.1111. 1630.03 Tempera,Si]t Ditak - N�a 16E0.05 Temper•n D:.em.w ,p a ' `A CON COUNTY 1605.01 Temper..,SBt Fem. III III III Alliapn M 1606.01 Specie]Sediment Central Fence = / W Rtl. / 1622.01 Temper.,Berm.end Shim Dna= T 9° 1630.02 Silt B..:n Type B yV//A `-- 1633.01 Tempers,Reck Sill Ck«k Type-A �� Detour Route T.mnr.,R.,k Silt Cll.ck T,ee..--A wad VICINITY VICINITY MAP Meting end Pelwr,l.mide(PAM.) LOCATION:BRIDGE NO.550343 OVER ALLISON CREEK 1633.02 Tamperers Reek sat Clerk T,..B 0* ON SR 1448 (WEST OLD MURPHY ROAD) W.al./C.-m Filer Wet& ni lvJ 1 O V TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE 1634.01 Temper.,Reek Sediment D..T>r.A mg 1634.02 Tempers,Reek Sediment Elam T,BTR... 1635.01 R.,k Pipe Inlet Sediment Temp Tne-A $ 9 `` 1635.02 Reek Pipe Inlet Sediment Trap T,prB �/ W 4 1630.0( Stilling Benin D 4 1630.06 Specie] Ba Scillies lm ►-� // Rock Inlet Sediment Tres O I! / f�a` 1632.01 Type A A Ej ` / 2%, 163202 T,pe B B la BE ST0.12+93. / / THIS PROJECT CONTAINS END PROJECT 14SP2056L1 C EROSION CONTROL PLANS / � -U STA.I5+00.00 1632.03 T,p.C FOR CLEARING AND --- SR lane WEST OLD MOUNT ROAD �- 1 --e_- - Skrm..r Beek D .� / END CONSTRUCTON GRUBBING PHASE OF / / -U STA.14+96.12 Tiered Skimmer Basis CONSTRUCTION. ((( _ 1 InfelE*.tia.Basin TO sa ttrr --1- - __ ENVIRONMENTALLY - l SENSITIVE AREA(S)EXIST BEGIN PROJECT 14SP.20561.1 / .7 -t-srw is+se az 8,055,99. ON THIS PROJECT -L-STA.D+40.00 '�' _ Refer To E.C.Special Provisions aj ' 1 for special Considerations.. ouavw,ate ROAD oxt Vaughn&Mellen I d j i oneuiAshevllleEnpine f s064.574.4775 _ North Carolina843,974.5650 THIS PROJECT HAS .1.0"6 BEEN DESIGNED TO ne•e„e4ss .4..7.0.0 SENSITIVE WATERSHED - „"erred STANDARDS. `tae,.�m.o,ma.canoe.ram, n�a�aa.,mom,.. GRAPHIC SCALE Prepared In the Office of: Reviewed In tie Office of: Roadway Standard Dm";ngs iTo 10 0 20Vaughn & Melton The following read..,,englieh seander&a appear in"Roadway Standard Drawings"-Roadway Design I THESET EROSION AND SEDIMENTYIBTH ROADSIDE ENVIRONMENTAL UNIT Unit-N.C.D,,.t .nt of Transportation-Raleigh,N.C.,dated January 2018 and the latest iii YCeGI� CONTROL PLANS COMPLY WITH Consulting Engineers revleon thereto are applicable to this project and by reference hereby we considered a part of THE REGULATIONS SET FORTH I318-F Patton Avenue I Soneh Wilmington Ss. thew 00.0 PLANS BY THE NCG-0I0000 GENERAL Asheville,NC 28806 Raleigh,NC 27611 CONSTRUCTION PERMIT EFFECTIVE 1604.01 Railroad Erosion Control Derail 1632.01 Pock Inlet Sediment Tap Type A AUGUST 1,2016 AND ISSUED BY 2018 STANDARD SPECIFICATIONS 2018 STANDARD SPECIFICATIONS 1605.01 Temporary Silt Fence 1632.02 Reek Inlet Sediment Trap Type B $ THE NORTH ENVIRONMENT DEPARTMENT 1606.01 Special Sediment Control Fence 1632.03 Rook Wet Sediment Trap Type C 1607.01 Grovel Conetruution Entrance 1633.01 Temporary Rock Silt Cheek Type A OF S URCES MENT AND NATURAL 1622.01 Temporary Berm.and Slope Drains 1633.02 Temporary Rock Silt Chesil Type B " RESOURCES DIVISION OF WATER Ces/geed G/: Reviewed G/: 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A it 2 RESOURCES. 1630.02 Silt Basin Iype B 1634.02 m5 a ,,!! 1630.03 Temporerp 6ih Ditch 1635.01 Rock Pipe Inleolidry t Sediment T e TRyt ASM 6 Christian Gonzalez Martel[ 3939 Reid Whitehead,PE,CPESC 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B enNAME LEVEL III CIRTIFIGATTON NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber 0,0. Simi 1630.06 Special Stilling Brain 1645.01 Temporary Stream Crowing ma• 1631.01 Matting Installation DomSign Envelope ID 4BSEMEC.7.1.070E...838.70.9EC8B8439 • PROJECT14SP2056I.1�o. SHEET EC-2 COIR FIBER WATTLE WITH Yauif•6Me1Nn POLYACRYLAMIDE ( PAM ) DETAIL 6-,n „.a. menam NOTES: ,cwammregmtwawmnin.mrooftm.,..4 USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. Pv�MEN1 USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. SNP O• Q ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. See Inset A PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. EDGE OF PAVEMENT INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. COIR FIBER WATTLE �,SCP 9, INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. O PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT MATTING TO BE APPLIED TO EACH WATTLE. BACK INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE SLOPE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. PAM oz.) , ISOMETRIC VIEW :❖::•:Zi•'+ FLOW kiiiiiia 2'(MAX.) 2' UPSLOPE 'STAKE NATURAL GROUND STAPLES ��♦.�// PAM— PAM 4.. .. '� INSET A (1 0Z') INSET B (1 oz.) INSET C 6 — MATTING 4..•, :. ) 2' DOWNSLOPE UPSLOPE STAKE STAKE ? DOWNSLOPE CROSS SECTION :.r STAKE m VEE DITCH ►i�i�i�i� Oi!�� PAM 2 I N. see Inset c VAR. �� 'i,'r,};'��i�� 2 UPSLOPE FLOW . . . A;::•..•::$6 ��A STAKE NATURAL GROUND ►��j�;:::;.;.;: - -- - -j til pqM see Inset a MATTING (1 oz.) .. iiipk = iii:!'?;;j 1 s MATTING �2' DOWNSLOPE �` '''E� CROSS SECTION STAKE El TRAPEZOIDAL DITCH441 TOP VIEW ea rao o/4SP.2056/J EC-3 DIVISION OF HIGHWAYS 771, , STATE OF ISO I'TH OLINA wwrawwoaa SOIL STABILIZATION TIMEFRAMES . .�. . _. SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. 7 DAYS FOR SLOPES GREATER THAN 50' IN SLOPES 3:1 OR FLATTER 14 DAYS LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. mg o" kit aao/4SP.20561J o EC-3A DIVISION OF HIGHWAYS , STATE OF ISO I'TH CAI' OLINA wwrawwoaa SOIL STABILIZATION SUMMARY SHEET . MATTING FOR EROSION CONTROL COIR FIBER MATTING CONST LINE FROM / SIDE ESTIMATE (SY) CONST LINE FROM TO SIDE ESTIMATE (SY) SHEET NO. STATION STATIONSHEET NO. STATION STATION 4 -I.- 1 1 -40 1 1 -75 IA' 20 4 -I.- 12.75 13.30 IA' 30 4 -I.- 1 1 -75 1 2.75 I.f 50 SU6f0fA1. 70 SU Al- 30 A. M I SGEIA,ANEOUS MAff I NO 10 6E I NSfAI.1-E0 As D I REGfED SY NE EN5I NEER 2> 1 78 ** G01 R F 16ER MA11I N0 10 SE I NSfAIA,ED As D I REGfEO SY NE ENfOf&I NEEK 1 >452 fOfAl- 2>248 fOfAl- 1 >482 SAY 2>250 SAY I >485 as MA11INO FOR EROSION GON1K01. 10 SE PI.AGEO ON ALI. a} G01R FISER MA111N0 10 SE PI.AGEP ON At NON-ESA DISIURSE0 S045 ESA DISfURSE0 S045 s fr j 8 i s RI o^ a DomSip..Envelope l04BSEMEC.7.„70E..a38.708,C8BS. • OJECT REFERENCE SHEET NO DETAIL A DETAIL B PR NO /4SP.20561./ EC-4/CONST.4 LATERAL'V'DITCH STANDARD'V'DITCH D Ito Scale) eti al hI Scale) WuyY�b Mellon Gnrw I./ 1.A Gw"a ` FILL Min.D-1 n. SLOPE 6-3 H. Min.D=1 F1. m, FROM STA.12+90 TO STA.13+30 LT n w.mr,.va n u.m.a. FROM STA.11+75 TO STA.12+90 LT NOTE:TRANSmON FROM SC DITCH ° TO LATERAL'V'DITCH 11+40 TO 11+75 Excavate Proposed Ditch Excavate Proposed Ditch according to Detail A from according to Detail B from GRAPHIC SCALE Sta.11+40 to Sta.12+90 LT Sta.12+90 to Sta.13+30 LT 481Ww ____X-x- 20 10 0 20 40 -L-CURVE DATA -DRI-CURVE DATA % TL / J PI Stu 11+3760 PI Sta 14+68.0/ PI Sta 10+53.4/ PI Sta 11+13.11 �A-. i PLANS A=0'18'082"(RT) A=5'57'55.9°(LT) A=90'00'00.0°(RT)A=39'53'08.0"(LT) - D=O'34'22.6° D=5°43'46S D=190'59'09.4° D=63'39'43.1° L=52.76' L=104.12' L=47J2' L=,6265' / r10�1, x OLINO lle S0k ELN.S° r T=12638'0,00O T=1,0J1' T=30.00' T'=32.66' 0D'1� L R =10000.00' R=1,000.00' R=30.00' 1S=90.00' / X� a, i/ r it w,2 ro e 9 S.E._l0%max. S.E. 10%max. ; d , _ �pO IS R / pry(/, /END,'BRIDGE i ,`` O52J' OS=60 mph. OS,'=60 mpJx ''r+/- _ _ ___ y---- _-b=� -3_ ____ _'s, (___ter' 'p /irr, L-r STA.13+56.32 4 / /' / =- ------------ y`�` ..i ' EN PROJECT BRANCH / / ,,/ / O -' _ _ is_-__is- _CLASS B `\ /+ /' 4,i END APPROACH SLAB i A r -L-/�STA.15+00.00 BT ay ROBERT M.TER ,; = �15_ ---------------- RIP P cep y -L-STA.13+67.02 //7,•AND CONSTRUCTION N 1- 4- / L 06- - H1ISTING FENCE TO BE 5 SY XF STD."V^ ITCFi�'/ q'p0 ♦ Sj �` 0£�-- /,ii i-L-STAB 14+96.12 0 iY0499.0'_ --1SS'�'" _.LATERAL"V'DITCH RELOCATED TO NEW RAN SEED C� `O - 7, ,9y 5T5FfAIL'h�� BEGIN BRIDGE -- - - '��-� =5= - ---- �� _L-STA.12+93.72 \s S 1636 35.00 LT .00 LT ,00 LT _ �A yb __;- +d0.00-L- ° 26•IY2i•E i�r 2 +15.90{_ � 5.0 Ik 85.00� 2y3,± -___-_-__- - ---T�5,00'LT 60'TAPERR BEGIN APPROACH SLAB ` °+ii° ,o"'p�ry 35.00'LTAir 130 +1EX.96 1R'V•1 ___ -TO EXlS7 o r/i r / -L-STA.12+83.02 _ + 1 V" j I ____ t2.02' - --_ B IN PROJECTS.2 /:a _ Lf '' /a ir� - i/ --- STA.11+40.00 t�\i 'r ��py d - 6 x Q ' x T. -xQ x _- EP �V%-- ��_- of ` r!� - i rFr. _c} C x�6. Map ;1/]f�I r a it _ t -� 9 -___ --- ----zzsB- + .Gt L- .. r - __� __ ��aele! y"" ��Y`JaEF �` -�-/� iffejA-, _ _- co:e -------+.iF ,HwE6�!/W { 4 :, .. _ --35ZZ = !" •.� ^J< '$ J I_ 4{7'ilkf��G C�S!eY �•T AIMANED�/ _� _ _- w "' ssz� 7 .e6 d4l_x 4jlr�rez� ] ._ JAIL a 2b957 I�O f V At, , - "� r )■ fir. om ii� - reel 2 a _ -_-2. ' SR r44e WEST OLD rauHVHr RaAoRo 91 N 40'34 �''� ' 111111 1� �� '�mNK oB+Hw� _ y -JAMNTARJED-RANL `4'Io oa-1°., o=?� v�� v /.e :a it • Ti -ate •,:, ;.,,T - - -x X x ISBWx35 ELEL x x;(7`,i X+l �'t-�'�5 T='�iiA7ili� •��•• • "AN • _� B'C P _ X LEC rn ! e A f!/S!i /0+234/-_ '€TaN 'pp AB ; ; i +50.0° L m\✓ R.TING FENCE TO BE s. r\'�250 s I \ 1 :`� , - V \'�w0 A -DRNE C'Cyy p A, i _ 30.00'RT "� R LOCATED TO NEW RAN X.\ �' 0 / �r �P %Mp P05T5 - 00HALD KOMO#' DROOP 79' �I\I( WY d L P07 ST 13±8V.04 k+7000{ nx1. i robtlsrF¢L F A i fr Vo EST bl TONS CLASS II RIP RAP �� RI-VI ,to.I' " U �� (STRUCTURAL per]'AFd4fx-x $ „ ON e� , Iy 35 00 `� k 30.Q0'RT fr 15BW�SLEC x�_x-kJP+�ft7-ECE�2152.4 �e� %'6f)r� ®��'�/iiK'I liili 3000'RT r fit` rl;' EST.EXCAVATION 70-CV / ./1'�®r' I i , -x-x�x2_ I S ' 4,4 �/L'' -- ' i w „- - Q A.F �_-n� 3n5'44•W 44.24' ' _- _ '• � ��9�J E 1t 50.0 iL�RI l / / i 5 cl• APPROXIMATE j I ,Z'� \1�.- -IS -- -j 14�iE Tllnr PT 54 1 LOOA UNC OF PIPE l_-- -- 9-iG5✓��--„, �'^----+.-tea--u 10 :RT; �.,� .00xLE DAL- -E %� r JUNCTION ; -,"`` JS- SON CREE _ 2 +� - ' S.0'4/'20.3°W oB R-s W0 w S 40'34'28.3"W T.65 TONS CLASS II RIP/RAP ` 6 / u ` ` ` '�+6.06-DR1,7 ,'r RUCTURAL AY ITEM( m '-------- y '' 7.00'LY;' PO-Ste.11+63.88 PC Ste.10+80.45 i, P TO/ELEVrON'_ /x _-5+u� -,�.ST. CAV9TION/= 48 CY 7L-51GR CLEARING AND GRUBBING I EROSION CONTROL FOR CONSTRUCTION SHEET 4NOTE: S PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE-B AND TEMPORARY ROCK SILT CHECKS TYPE-A AT g DRAINAGE OUTLETS. NOTE: PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CLEARING AND GRUBBING PHASE. ' ///A ENVIRONMENTALLY SPECIALEC SENSITIVEPROVISIONS AREA NOTE: I 1 SEE PROJECT UTILIZE SPECIAL STILLING BASIN S AS STILLING BASIN STILLING B APPLICABIE. m° DomSign Envelope ID.4BSEMEC.7.„70E..a38.708,C8BS. • OJECT REFERENCE DETAIL A DETAIL B PR NO. l4SP.20561.1 EC-6/CONST.4 LATERAL'V'DITCH STANDARD'V'DITCH eti al (HaI to Erole I Mole) WualmbMWon Gran I./ D GA�na Z_/ 1.N Gw"a .. IN M;n,D-1 F, SLOPE 6-3 F. Min.0=1 FI. m, FROM STA.12+90 TO STA.13+30 LT. n w.mr,.va n u.m.a. FROM STA.11+75 TO STA.12+90 LT NOTE:TRANSITION FROM IX.DITCH l`•^'O'•e'®'^"O"° t..... "' 'n"°" .•i TO LATERAL N'DITCH 11+40 TO 11*75 INSTALL COIR FIBER GRAPHIC SCALE MATTING IN THE 46•WW PROPOSED DITCH LINE. -x-x- 20 10 0 20 40 -L-CURVE DATA -DRI-CURVE DATA x `l r J MTL PI Stu 11+3760 PI Sta 14+68.0/ PI Sta 10+53.4/ PI Sta 11+13.11 \+�cATE / PLANS A=0'18'082"(RTI A=557'55.9°(LT) A=90'00'00.0°(RT)A=39'53'08.0"(LT) D=0'34'22.6° D=5°43'46S D=190°59'09.4° D=63'39'43.1° ,��\ Irr /' // 3 - L=52.76' L=104.12' L=47J2' L=6265' ti0 Ixx I 7/ DUNG TIR SOB.ET.ALS° T=2638' T=52JI' T=30.00' T=32.66' rs 1" L / p jam/ 0o R•3 o I>r R S.F. 10,0 m,. R . 1,000.00' R=30.00' R 90.00' L. M 4.�IS a5 .=l0%max. OS=10%m.p h. ,P. -Is- Ism'"-1 + �/y///ENDS BRIDGE5632 y BRANCH s�ls--'- + Is•RCP ,,t TA 13+ END PROJECT O Ism-�I CLASS B /-' ///' +� END APPROACH SLAB /me -L-STA.15+00.00 a Py_ _� RIP RAP `� -L-STA.13+67.02 +''END CONSTRUCTIONA4U 'o i ROBERI+ALTER fi� 1 TON °e q q + ,E Ca1RLOtYE N. EXISTING FENCE TO BE 5 SY FF STD,"V" ITCH060 o i'1 wooDS / -L-5 +9.2 q A 0•N 95 Ism LATERAL"V"DITCH RELOCATED TO NEW RAN SEE D IL B /' -Ism'-� SEE DETAIL A BEGIN BRIDGE // 3' 3' +35.00-L- ,+]0.00 4- +40.00-L- -L-STA.12+93.72 5 26.12'2T•E �,O // +15.90{_ ? 35.00'LT / 35.00'LT +85.00�- ��" 35.00'LT 60'TAPER1636' 3500 30.00 LT w TO EXIST BEGINSLAB '� ' B IN PROJECT /SI • - -L-STA.12+8302 t _ 12.02 - STA.11+40.00 ��‘Li d "•r _- ' millet �� + x xxxxx __ v`�' _ - E%.RANI • ig 1151E 1111110-J0 TAINE 8.1 i r A�S� / �� lti�tii ` 4 `"s I AIMAINED R/ T -�7sD'tr �T7 �/E �� A�rLF�i -idr� _ JAIL L N 4(7/fi'2O l'F 20 PST o J -L- = o _ /,/`D Ff' .r',.%� _ �� _ - w �L TIMI 4 a°' - a - N 40'3428.3°E ' �PFII% =�� SR/998 WEST OLO MURP AO�o O I o • I�'D�•� ,,1. • err MAINTAINED R/w MAINTAINED R/W +40.00�_ .' %%/74i� T fF/j% - l-' T x�X- -x x ISBWx3S EL EL x7tn.WW1 x - r e / • �� +� INV 2253.35 -x-X x 12.00'RT -- EU TL-3 TYPO-III 25 ELEC „��irr/1� �F,syri.•� 7®E :, . a MP_ 85.Do al " yitl-1 A AT> Nroo a 10+23.4/ €TaN 7 T.Ns Ae ^� N ti 1�Z /y� ,m.• 4.1 TO BE P ,'D +IE%.RN/) o INSTALL MATTING FOR +50.0' L EXISTING FENCE TO BE i'��S,Or ��/gam �✓ N� �✓w0 AT GRAY DRNE 12.00'RT EROSION CONTROL IN THE 30.00'RT ^"� RELOCATED TO NEW RAN x -`�' �� pG�as%p`' 1POST5l DONALD LLOrD�'40ROOP 5 •..0'R .IL , 2151�,s N 0.s b ESTATES RE IO-E/500 S PROPOSED DITCH LINE. I °• �/ N�, L-P07 ST' 13+8W.04 +70.00{_ 08 Z-5 PG 4e / SECO*TRACT EST.61 TONS CLASS II RIP RAP _ f1 30.00'RT (STRUCTU AR.L TTEMLx�x E • •T."S• - ON - �r �', • I '+35.00-L- R/-Y'0/ $ta.l0 10.0! r6 35 ELEL �x-�3P�ftZ-ELE�2152.4 K R7 T P' 60..• '.• ' / 30.00'RT it/ IX�x O_x EST.EXCAVATION - 70 CV M1 / I��. �x�Xo -x x _•.�s�/_ 4\•��'. S s° ° �Y +67.00 I x x au • 50'46'W , IN 40 00 RT F /', ei 3 •x�x�_x�X X �.,�• •�15� IS 220 i6' E\/ 0 i[/ h�' 44,w S 4I.26'40•w / , ',P E \+ ' x 5 31'u' 44.24' 7 /S - F i� 50.0.-DRI- I 84 -- ' }p,//+43J1 E I o'LT APPROXIMATE / -P� s�.._�xs�__- ��-Dal_ E ED P7 Sta./0+7054 LOCATION IO PIPE / �j-.._---2--____ '°�u „_��" "" ' F EDDELE DAL- -E JUNCTION q/7yx /i R CREEK 10.00'RT; E w R-b TG 40 S 40'34'28.3"W ST.65 TONS CLASS II RIP RAP /',, pUJsO S O'41'20.3°W u/ +63.00-Daly' (STRUCTURAL PAY ITEM) /x m ;'7.00'LT POT Ste.11+63.88 PC Ste.10+80.45 UP TO ELEV. EST.EXCAVATION = 48 CY s il 6R LI NOTES: 1.)ANY DEVIATION FROM OPTIONS GIVEN WILL /i / F REQUIRE PRIOR APPROVAL BY ENGINEER. Place Matting for Erosion Control g il 2.)ADDITIONAL EROSION CONTROL DEVICES MAY on Slopes located outside the ESA NEED TO BE INSTALLED AS DIRECTED BY THE as Work Allows. ENGINEER. fSTRUCTUREPlace Coir Fiber Matting ONSITE CONCRETE WASHOUT STRUC TURE IS NOTE: REQUIRED.LOCATION TO BE DETERMINED IN on Slopes located inside the ESA URLIZE SPECIAL STILLING BASINS) FIELD. a5 Work Allows. AS STILLING BASIN WHERE APPLICABLE. to DocuSqn Envelope ID 4mE,nae.,a91,170E.83a7080.Ee8eee9 N.C. 14SP.20561.1 RF-1 PLANTING DETAILS \ SEEDLING /LINER BAREROOT PLANTING DETAIL REFORESTATION HEALING IN DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR 1.Locate a healing-in site in a shady,well ❑ TREE REFORESTATION SHALL BE PLANTED 6 FT.TO 10 FT.ON CENTER, RANDOM SPACING, protected area. 2.2 inchte a Bat bottom idendr AVERAGING 8 FT.ON CENTER,APPROXIMATELY 680 PLANTS PER ACRE. D caches deep and provide drainage. .I E-n#1anr..s.LlEll' I-2 inch I rS — Ilal II Mali \\Gr _ III[II RNA J, _ — --� IRll II III IlGll ll lln —I l I� L I— Rnp„,An II I 111511.—Bkkkllk.'11:-112. I.Insert planting bar 2.Remove planting bar 3.Insert planting bar shown and pull handle and place seedling at 2 inches toward planter toward planter. eerie.depth. from seedling. 3.Backlit!the trench with 2 inches well rotted sawdust.Pla«a 2 inch layer of well rotted sawdust at a sloping angle at one end of the trench. \�r\\''v\rrr r Mayo 40 (� REFORESTATION MIXTURE,TYPE,SIZE,AND FURNISH SHALL CONFORM TO THE FOLLOWING: 11 II— + '4 i,�`IfeL�IGI 7-R"�'kkp Ran MN 25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in-18 in BR —11�11=.'=R�II i I 4.Place a single layer of plants 11-II.II"II=11-II T�I - — g ;a1i=1 a no II �y - 25% PLATANUS OCCIDENTALdS SYCAMORE 12 in-18 in BR against the sloping end so that �11.=II'.:I1g112II...II. flythe root collar is at groans leveL 4.Pull handle of bar s.Paan handle ra�raa 6.Leave compaction 25% FRAXINUS PENNSYLVANICA GREEN ASH 12 in-18 in BR toward Plainer,firming firming soil t top. hole .Water soil at bottom. thoroughly. 25% BETULA NIGRA RIVER BIRCH 12 in-18 in BR PLANTING NOTES: PLANTING BAG ',i„, moist Dining planting.seedlings shall be kept in a r 5.Place a 2 inch layer of well rotted canvas bag or similar sawdu over he roots main root system prevent the �1 et t conwiner t sloping angle. �� s from drying. ERG PLANTING BAR Planting bin shall have a blade with a triangular cross section,end shell be 12 inches long, 4 inches wide and l inch think at center. 6.Repeat layers of plants and sawdust as necessary and water thoroughly. ROOT PRUNING REFORESTATION DETAIL SHEET AIl seedlings shall be root ,nned,if necessary,o that rtead re than N.GD.O.T.-ROADSIDE ENVIRONMENTAL UNIT 10 inchesebelow sae root eollar. J CNNNpnEnv*ID 4IKEPPEC.TW91.070E.ANNIaa,aanaaaaa • SHEN.NO PROJECT NO I4SP2056IJ RF-2 ❑ TYPE 1STREAMBANR REFORESTATION SHALL BE PLANTED 3 FT.TO 5 FT. 7 �T ON CENTER,RANDOM SPACING,AVERAGING 4 FT.ON CENTER, Vauyr&Menem PLANTING DETAILS APPROXIMATELY 2724 PLANTS PER ACRE. ❑ TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT.TO 10 FT. , '.»e— _ -- 7 ON CENTER,RANDOM SPACING,AVERAGING 8 FT.ON CENTER, LIVE STAKES PLANTING DETAIL BAREROOT PLANTING DETAIL APPROXIMATELY 680 PLANTS PER ACRE. DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR ❑ NOTE:TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE PAID FOR AS "STREAMBANK REFORESTATION" LIVE STAKE 2 inch SQUARE CUT _ STREAMBANK REFORESTATION TYPICAL IIIIMIlal G I R IR IRIf II ^I giII II �II uR� III . II 1 BIDS,FACING UPWARD, l II'IGI= I _I-1_1-1 I_I = 1=1, L Insert planting bar 2.Remove planting bar 3.laser[pima$bar as shown and pull handle and place seedling at 2 inches toward planter TYPE II toward planter. correct depth. from seedling. uVE IAI TYPE. I 11/2'-2'OIAMETEAI Wy 2-3 Feet aly ANGLE CDT 30,5' r '� �' IAI STREAM, 6 r',,Ir'A54 it 1:111:144 - - 140ti0Rs BL14R — 11unnZ r 4Ms4I m� - n a--=A=O- ,I — - - - 4.Pull handle of bar 5.Push handle Forward 6.Leave compaction towara and planter,arming arming mall at ma. hale pen.water STREAMBANK REFORESTATION d at bottom. hoi,thoroughly. MIXTURE,TYPE,SIZE,AND FURNISH SHALL CONFORM TO THE FOLLOWING: COIR FIBER MAT TYPE 1 LIVE STAKES� PLANTING NOTES: 50% SALIX NIGRA BLACK WILLOW 2 ft-3 ft LIVE STAKES PLANTING MG 50% CORNUS AMOMUM SILKY DOGWOOD 2 ft-3 ft LIVE STAKES During planting,seedlings 0,_camu be kept in a lar TYPE 2 `"mas tainerr tog o n arev the25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in—18 in BR EXISTING/PROPOSEDImot systems from drying.GROUND 25% PLATANUS OCCIDENTALIS SYCAMORE 12 in—18 in BR "_'' 25% PRUNUS SEROTINA BLACK CHERRY 12 in—18 in BR KBC PLANTING BAR Planting bar shall have a blade with a triangular 25% BETULA NIGRA RIVER BIRCH 12 in—18 in BR 1'\EXISTING/PHOPOSED and shall STREAMBEO 4e 12�etr,Vd long, 4 inches wide and 1 inch thick at camera ❑ SEE PLAN SHEETS FOR AREAS TO BE PLANTED BANK STABILIZATION WITH LIVE STAKES NOTE: LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET ON DEXTER STREAMBANK REFORESTATION LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 ROOT PRUNING OF LIVE STAKE IS WITHIN GROUND All seedlings shall be root pno mooaned,if xte ammo that DETAIL SHEET 1 OF 2 10 inchesextend below the root collar. N.GD.O.T.-ROADSIDE ENVIRONMENTAL UNIT J I � MATTING KsR.zoSs u RF-3 IN TRENCH , ANCHOR TRENCH ° ON 1' CENTERS i i , 1- Yauyl�iMglo- ANCHOR OVERLAP 2II x 2" (nominal) ON 1' CENTERS WOODEN STAKE 1" WI .-......— .c:'::::::: ♦♦bbbbbbbbbbbbbblb/1bbbbbbbbbbbbbbbb4 ►♦��air''0 �� ANCHORS ON 7-11T-c-2" ♦bbbbbbbbbbbbbbb��bbbbbbbbbbbbbbbbb< ►��b� 3' CENTERS • �� 1-21 •bb♦b♦b♦bbbb♦b♦bbbb♦b♦bb ♦ b♦b♦b♦ bbb♦♦ bb♦♦♦ bb,►��b�4��0� DIRECTION ►��b��G�� 12-24" OF FLOW *�A��b��<�� i ��J��%��b�4 � ANCHORS ON 4�� 1' CENTERS H 4 1 .� *t♦♦O♦♦44-♦*O♦♦J♦16�.�0��Jt•��4�•�0��+ • #10 STEEL REINFORCEMENT BAR 6" OVERLAY(MIN) 4', ANCHORS ON PLAN VIEW /iDIAMETER BEND 1' ' CENTERS I�`C 4, 18" (TYP) *- FLOODPLAIN/ 24" COIR FIBER EXISTING MATTING BACKFILL GROUND ANCHORS ON 3' CENTERS ' -- / 'Ma___."�'z\\,\\; 1" (nominal) IIVEXTEND MATTIN ". I STAPLE E TO NWSEL 'I, -6" MIN N. ANCHORS ON �� 1' CENTERS IN TRENCH 12" I"" "" "" "" "" "" i< .. MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED ANCHORS ON STREAM BED 1' CENTERS ANCHOR OPTIONS TYPICAL CROSS SECTION STREAMBANK REFORESTATION COIR FIBER MATTING DETAIL DETAIL SHEET 2 OF 2 NOT TO SCALE N.GD.O.T.-ROADSIDE ENVIRONMENTAL UNIT