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Home My WebLink About20191453 Ver 1_Erosion Control Plans_Final_2019-10-21_201910210 s U w o- r\ m 0 L C 0 U C 0 V) 0 L W m 0 o N @ �ro N L \O o,z 91 r\ m z 0 0 c� See Sheet 9 A For Index of Sheets See Sheet I For Conventionol Symbols See Sheet RW02C- I For Survey Control Sheet 1103 Maul's r4 pQTnl Pt. Rd C cck jcO Rl Uer 111 T Mouth o War reek Pt 11 r Rd. urch �Iu Ware Creek er n School P St. Francis 1100 1100 L Church S. Fl r� Swa Rd. �o b� 11 •t 1104 1971 0 H 9 lizabe PROJECT 1956 Durham Cha 11 hapel LOCATION pel Gerards Creek Creek n Rd Nel Rd. Flat RCr ford m p R �11 Coxes ssroads Aurha �a ♦ O Warren ♦ P ♦ Chapel 1954 r ♦ n erton Smyrna ♦ e Church P TO n t. J hn' 1.9 5 2 Ch rch St. Anna R Church StiNey atldn 33 Phhapea Ro e Rd. P Ceme ery sovr'y�R 'St ey 1971 1936 Triumph urh onnerton Church I�l�i9y Cre ethel Rd. St. uk Church C rch ~ 1100 P` S. Flat r Swamp Rd �N0,1:S w. VICINITY MAP OFFSITE DETOUR GRAPHIC SCALE PLANS BEGIN -L- PC THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. 46 T A T E 0 F 11,11""0 JIID\-,\ T I m7i C A J11K �N I 111 ""A DIVISION OF HIGHWAYS PLAN FOJIIDX PIROPOSED H I III lyr CONTIDOL GHVVA' EILP�\,OSION .1k BEA UFOR T COUNTY LOCATION: REPLACE BRIDGE NO.14 ON SR 1971 OVER BRANCH OF D URHAM CREED TYPE OF WORD. GRADING, DRAINAGE, STRUCTURE AND PAVING STATE PROJECT 17BP.2.R.95 ►T STA. 13 + 31.00 BEGIN BRIDGE -L- STA. 16 + 33.81 (]4}( � Ilk SR 1971 (DURHAM CREEK ROAD) ------------ TO SR 1957 WHITLEY FARM RD. END BRIDGE -L- STA. 17 + 2 6.19 y ' 1141Z � i ■ i i r��!' (\\ � k i ! k i � � Prepored in the Office of. T G S TGS ENGINEERS ENGINEERS PH (919) 733-8887 � 706 HILLSBOROUGH ST. SUITE 200 CORP. LICENSE NO.: Fri RALEIGH, NC 27603 C-0275 Designed by BRIANA JAMES, El 4041 NAME LEVEL III CERTIFICATION NO. END STATE PROJECT 17BP.2.R.95 -L- POC STA. 19 + 50.00 10 SR 1936 NNER�ON RD eo Revlewed in the Office of.. ROADSIDE ENVIRONMENTAL UNIT I South Wilmington St. Raleigh, NC 27611 2018 STANDARD SPECIFICATIONS Reviewed by. ANDY BLANKENSHIP, PE, CPESC STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. 17BP.2.R.95 EN STATE PROD. NO F.A. PROD. NO. DESCRIPTION EROSION AND SEDIMENT CONTROL MEASURES S>Ed• Description ST6o1 1630.03 Temporary Silt Ditch ...................... 1W 1650.05 Temporary Diversion � TD 1605.01 Temporary Silt Fence - - - - - - - - - - - - - - - 1606.01 Special Sediment Control Fence --- 1622.01 Temporary Berms and Slope Drains ................... 1630.02 Silt Basin Type B . - - - - - - - - 1633.01 Temporary Rock Silt Check Type=A- - - - - - - - - - - - - - - - - - Temporary Rock Silt Check Type -A with Matting and Po➢yacry➢amide (PAM)-------------------- 1633.02 Temporary Rock Silt Check Type-B - - - . - . - . - .' Waft➢e/ Coir Fi➢ner Wattle Err- CFw- r ��y ��y a t ➢e / `1.oir Fiher Wattle V�Y �Vq with Po➢yacrylamide ( CAM) ...................................... 16U.01 Temporary Rock Sediment Dam Type -A 7 1634.02 Temporary ¶ ¶ p y �®C11� �e�tIlIlneIlnt DaIliin Type-B.. 1635.01 Rock pipe Inlet Sediment Trap Type -A --. 1635.02 Rock pipe Inlet Sediment Trap Type-B- - U- 1630.04 Stilling Basin -------------� 1630.06 special Stilling BasiIln D�l Rock Inlet Sediment Trap'. 1632.01 Type A A Li 1632.02 Type B BL] 1632.03 Type C CE) Tiered SkimmerBasin ............................. Infiltration Basin THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION ENVIRONMENTALLY SENSITIVE AREA(S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type 3 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary 3erms and Slope Drains 1633.02 Temporary Rock Silt Check Type 3 1630.01 Riser Sasm 1634.01 Temporary Rock Sediment Dam Tv pe A 1630.02 Silt Basin Type 1634.02 Temporary Rock Sediment Dam Type 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Sasin 1635.02 Rock Pipe Inlet Sediment Trap Type 1630.05 Temporary Diversion 1640.01 Coir Fiber "affle 1630.06 Special Stilling 3asin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.95 EC -2A RiW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER C01 FI WATTL A I TAI L NOTES: USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT) WATTLE AND LENGTH OF 10 FT. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED. ROAD GRADE FI LL DO NOT PLACE WATTLES ON TOE OF SLOPE. MATERIAL USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. WATTLE FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT. TOE OF FILL FILL SLOPE INSET A ISOMETRIC VIEW 2 ►► _ 3 ►► TRENCH 2' WOODEN STAKE TOE OF FILL 4 2" 18" WATTLE FT. UPSLOPE STAKE 15"-16" 1' min-m-m- -m-m -m--mffia6-m-m-m- -m-mom- - m-min- _ _m-m f-m m-mom- - -i -m-m- - - - - - - - - - - - - - 2 FT. SEE INSET A 18" WATTLE DOWNSLOPE STAKE FRONT VIEW TOP VIEW PROJECT REFERENCE NO. 17BP.2.R.95 RV SHEET NO. SHEET NO. EC-2B SILT C%TI T rr RI/'%r FENCE ISOMETRIC VIEW I L Y Y!1 I I L L. VIEW FROM SLOPE FIBER WATTLE FILL C BREAK DETAIL NOTES: ROADWAY DESIGN ENGINEER USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND LENGTH OF 10 FT. EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLE ON TOE OF SLOPE. HYDRAULICS ENGINEER USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED. INSTALL TEMPORARY SILT FENCE STANDARD SPFOTFTnATTnNR _ INSET A I .... __. IN ACCORDANCE WITH SECTION 1605 OF THE 1"-2" TRENCH J LT FENCE POST INSET A DOWNSLOPE STAKE SIDE VIEW IDIVISION STATE OF OF HIGHWAY3 NORTH CARO]LINA SOIL STABIL.IZATION TIMEFRAMES SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS PERIMETER DIKES. SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH DUALITY WATER (HAW) 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, SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 501 IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE. EXCEPT FOR PERIMETERS AND HAW ZONES. SOIL STABILIZATION SUMMARY MATTING FOR EROSION CONTROL SHEET CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 5u TOTAL,,M I SGEI.I-ANE U5 MATTING 10 U I N5f A LED A5 01411 1E0 OY f NE 10IN66K 500 tOTAI. 6AY 500 Beaufort County Bridge #060014 CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 0\ 0 0 \ \ / / o Ln 1 I I 1 1 \ O \\ t0 \ \ c� 0_ 0 \ ROBERT P. PUL` II Y, JR. DB IP' "G 2- L, POT--Sta` j0+00. \ (9 1 OZ�, \ \ \ / i O/--------- Z (9 Y �� 9` -- \��-----------all�BIDJTY CURiA�N (TYP.) \O / �' /�--96 v v �� O[ �� v � Nk_ � A CLEAR' CUT/� V �� // -- WOOIDE v\ v A ----- � m O � —_ �. ' � / � V I / _� \ V 1 WOODED � vi � \V v BEGIN SAFETY FENCES -L- STA. 16 + 00 LT - g�R/W�0�- / 9EXISTING •\\ �, --- _ ------ eer�t Link, 59 PAIR, COPPER F --\ F F \ C — Z_ T-- —F SR 1971 DURH S CREE ROAD A o /3/ BST V v S l8 T__ C e rp I�PAy"0� ----- pZ_ --__ ------9d - --- b� -- T� — EXISTING R/W�t _----- -� ZZ---�, - ----IE ENGINEERS i0 rl / 0------______ 0— 4V/ Nq0 8312077 /Q) GAE ENTERIR E, INC DB 1872 T'G �373 PC H SIDE 38k7'0/ v v v vO I bL--- �/ A I \ �+ / U c co cb � 01 0 11 //// O 8 L -- -- COIR FIBER / v Zi/ WATTLE BARRIER (TYP.) 1 / / q ,_-g -L- PC Sto.181*66.77 0 -L- PC� Sto. 20+46.8/'g'__ PENscgg/'TRusT co. �\ O' / / / /, ,Z _g� / ,--' �-®0-1692 PG 647 v� ��/ / / - -� PC H SLIDE 38-7 --0' _o_-- -- - - _ 1 - 2+7 o ,Ev OT S . � 1.22 ZZ- _— - - - - - - PT S\ 22+67.7P' �gM,#i Oti ISTING E i W%ODED w`_ ' /' /' �N WOOD: / r � 8/0 71 E�C15 ING iP E B IN SALTY v .-------- Centu ��Llnkr / 0 y � T 18+ 1 LT BST/_-- =T /a CREEK RDAE / 14 _ / Z// - �j AM _� z_ r - ;gam - Z C3 / SR 1971 R / _ _ TB2 IZ% T -- — — —T --_--- - - 8 Z� / - EXISTING -- rr - RCP-1V -N v I v WATERLINE a�M-/ �� '�1 vy WATERLINE- PUE / 'i' -- /�/ /' //, I WOODED N CLEAR CUT i �/. / / I I UEz— ��'"� BORE PIT /� /' // �� / q,V �// A —O V—� ✓ / i -- / I � l / 1 � � 1 BORE -PIT �� / it I v\ _ - - - � l / / / � / --- o,_ END SAFETY FENCE WOODED / / -- c� _ '\ N / 1� \ / / / / WObC�E6 i / / / 1 �I / c, �� / /4v / ROBERT,P. PULkIAM,I�.- v E AkTNF FENCE I �/ v / -L- STA. 17+79 RT v �L- STA. 15�+ 43 RT ►� v l / v i l l� c� H I v / a - / 1 / DB" I P/d 200 ROBER,� P. PJ�� . m C R FIB R v a� vv /, oW� ti m // \ V A 1 DB 188 i20� WA E ARR� TYP. /_;0 \\� � � o � 3 I / �O v / --- RI -0- n v ti 0— _ � / I � - � ter__-� STAND�RD 'V' CLASS 'B' RIP -RAPS ,/ p I i 0-- �zz DITC EST.-2-TSZNS�v / -L- F/ Sto 19 +56.81 Pl Sto 21 +57.58 0 = T 27" 00.0" (LT) 0 = /0° 38' 09.6" (LT) D = /* 54' 58.5" D = 4° 48' 53.2" L = 180.04" L = 220.901 T = 90.05' T = //0.77' R = 2,990.001 R = 1,190.001 (0 / i v -_p WATERLINE \ z SEE DETAIL 1 GEOTEXTIL-E // I I �FST.8 CY DDE EST. 7/ss�( /--- / / I i I do cl I / 54/ 0) 00 /--O I I 1 N c ,— � \ \ cP w / � o / v� �� 1$' / / / / / // j—� A /2 //' / /� p i' �� / vvv vV / ��- -/ c� 10-� -�- ' i / / // 1 0 /// O/-------- O v--,' �l v A00 I I I w O \ 00 0v uCID\ 0 1- ---� I � O CI v /----- � V /1 /_v V A �/ / N v "q N— ,� Beaufort County Bridge #060014 O —L — CEE.;K UUT Ln ROBERT P. PULLIAM, JR. DB 1857 PG 205 1 DETAIL 1 STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground ,� Ground D Min. D = 1.0 Ft. FROM -L- STA. 17 + 13 TO STA. 17 + 70 RT 13 TURBIDITY CURTAIN (TYP.) / A-, WOODED — �� BEGIN SAFETY FENCES -L- STA. 16 + 00 LT EXISTING R%W_ i F F F — — — —T— — Century Link, 50 PAIR, COPPER —T SR 197/ DURHAMS CREE ROAD a /8' BST W o S /8 C� e n # up �/ L-4I5tirP �C4P R ER W N —W— — — — — T — — — — — — —W— — — — ---For /96\1 - ------- F COIR FIBER WATTLE BARRIER (TYP.) STING D ID go �m gR ANCH OAV — _ � ,�� W,•-, r /� /Q EXISTING R/W v"q" ` AG 1 0 \J PUE PUE, U PUE P - WATERLINE CLEAR CUT CBORE PIT WOODED _ _ �� END GAF 1YB1=EN-C E r �FP -L- SETA. 15443 RT N rl ROBERT P. PULLIAM, JR. m C R FIBER OJ 0 owl DB 1857 PG 205 + \ WA E BARRI (TYP.) r STANDARD 'V' =z DITCH P OP. WATERLINE �SEE DETAIL 1 = EST. 8 CY DDE JU ED SAFETY FIENCE ry -L- STA. 17 + 79 RT m i CLASS 'B' RIP -RAP EST.2 TONS GEOTEXTILE EST. 7 SY \ N cv q0 8,7,/2077 GAE ENTERPRISE, INC DB 1872 PG 973 PC H SLIDE 38-7 -L - PC StG. 18 +66.77 -L- FCC StG. 20 +46.81 -L- POT Sta. 22 +71.22 -L- PT Sta. 22 +67.7/ "B M # i WOODED PAIRS COPPER EXIS ING R/w Century Link9 50 i 7 IS BST —T l ROAD x o SRtf 1971 DUR AMS CREEK w W— — -- / TING R/W WATERLINE PUE BORE PIT INSTALL PROPOSEDIRFBE DITCH MATTING ROBERT P. PULLIAM, JR. I THE -L- STA 17+13 TO 17+70 RT DB 1857 PG 200 EST.45 SY -BL- 3 '[-0 F/ Sta 19 +56.81 0 = T 27" 00.0" (LT) D = /* 54' 58.5" L = 180.04" T = 90.05' R = 2,990.001 —L— s � co �n z 0 co 0e 0 PENSCO TRUST CO. DB 1692 PG 647 PC H SLIDE 38-7 w P/ Sto 2/ +57.58 0 = 10° 38' 09.6" (LT ) D = 4° 48' 53.2" L = 220.901 T = //0.77' R = 1,190.001