The URL can be used to link to this page

Home My WebLink About20191453 Ver 1_Erosion Control Plans_Final_2019-12-10_20191216s U, w r` m 0 L C 0 U 0 M 0 L w 01 L 0 Nr-, v o�- ,,m- N� 0 o-_ U Z (11 0 U) 0 5 �n 0 V W O See Sheet 9 A For Index of Sheets See Sheet 9 B For Conventional Symbols See Sheet RW02C- l For Survey Control Sheet 1103 Maul's �Q pRirnj Pt. Rd `� Creek 'o RZUer 1112 Mouth Of War reek �P 1 11 Cr Rd. urch �rJ Ware Creek Ger w School P St.Francis 1100 1100 S. FI Lll 0 Swa Rd. 11 4 1104 1971 0 H g Elizabeth PROJECT 1956 Durham n Rd Chapel Gerards CCreek 11 hapel LOCATION Neelk Rd. ord Flat Rd Cra f mp Rd Ill Coxes ssroads Durha a Warren r ° P \ Chapel E 1954 n erton Smyrna ley -'-aChurch P TO n St. J hn's 19 5 2 Ch rch St. Anna R Church Stihley atldn 33 P h pea Ro e❑ Rd. Ceme ery P s vTti `Stl e y 1971 1936 Triumph F'QN ` rh Du Bonnerton Church I�l�igy \ Cre ethel Rd. St. uke Church C urch 1100 P` -+ S. Flat r Swamp Rd OjSeAe gw 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. BEA UFOR T COUNTY LOCATION. REPLACE BRIDGE NO.14 ON SR 1971 OVER BRANCH OF D URHAM CREED TYPE OF WORK: GRADING, DRAINAGE, STRUCTURE AND PAVING BEGIN BRIDGE -L- STA. 16 + 33.81 SR 1971 (DURHAM CREEK ROAD) TO SR 1957 WHITLEY FARM RD. Prepared in the Office of: END BRIDGE -L- STA. 17 + 26.19 ND �Q:�� J, �a Qa T G S TGS ENGINEERS ENGINEERS PH (919) 733-8887 � 706 HILLSBOROUGH ST. SUITE 200 CORP. LICENSE NO.: t� RALEIGH, NC 27603 C-0275 Designed by. BRIANA JAMES, EI 4041 NAME LEVEL III CERTIFICATION NO. END STATE PROJECT 17BP.2.R.95 -L- POC STA. 19 + 50.00 10 SR 19oN Rp. BONNERT Reviewed in the Office of. ROADSIDE ENVIRONMENTAL UNIT 1 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. (7" o 13PIRX EN STATE PROD. NO. F. A. PROD. NO. DESCRIPTION EROSION AND SEDIMENT CONTROL MEASURES Di6soripfioift Symbol 1630.03 Temporary Snlf Ditch- - - - - - - - - - - - - - - TO 1630,05 Temporary Diversionn-------------------- - TD 14001 Temporary Silt Fence - - - - - - - - - - - - - - 1606.01 Special Sediment Control Fence - - - - - 162101 Temporary Berms and Slope Drains - - - - - - - - - - - - - � `- 1650.02 Silt Basin Type B ----------------------- A55.101 Temporary Rock Silt Check Type -A_ - - - - - - - - - - - Temporary Rock Sile Check Type -A with Matting and Polyacrylamnde (PAM) - - - - - - - - - - - - - - 1655.02 Temporary Rock Silt Check Type-B - - - - - - - -* WaffleCoir Fiber Wattle------------------ --- � Ew CF W - Wattle Coir Fiber Waffle with Polyacryl mile (PAM)-------------------------- Nq 1 634.01 Temporary Rock Sediment Dam Type -A- - - - - - - - � I 1634.02 Temporary Rock Sediment Dam Type-B- - - 000 1655.01 Rock Pipe Inlet SedimentTrap Type -A - - - - - - - - - - Dof 0 o 16502 00\ Rock Pipe Inlet Sediment TrapType-S o °°° 1650.051 StIlllllIlIl7lg Basin ---- ------------- 1630,04 Special Stilling Basin -- - - --- Rock Inlet Sediment °Drape 163101 Type A ------------------------------------ A 1652.02 Type B ------------- Blu 1632.03 Type C - - - A3 Shimmer Basinn--------------------------------- Tiered Skimmer Basin _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Innfiltrationn 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 3asin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt 3asin Type 3 1634.02 Temporary Rock Sediment Dam Type 3 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling 3asin 1635.02 Rock Pipe Inlet Sediment Trap Type 3 1630.05 Temporary Diversion 1640.01 Coir Fiber 3affle 1630.06 Special Stilling 3asin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation PROJECT REFERENCE NO. SHEET NO. 17BF.2.R.95 EC -2A R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER C01 Fl 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 FILL 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. WATT L E 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" -I 11 ITI I_I I_EI I -III -I ITI I I_1 I-111-1 I -I 1 I -I I I -I I -I IITTf_1Tf_1Tf_�-I ITI I I_I I I�_I ITI I I_I I_I I_1Tf-I I I -I III _I 11_I I ITI 1 -I_I-I I_I ICI I_�-III-III-I I- 2 FT. SEE INSET A 1 8 ►► WATTLE DOWNSLOPE STAKE FRONT VIEW TOP VIEW SILT nTI T cCKlnr! FENCE ISOMETRIC VIEW iwl�'rj,mm■mlmq VIEW FROM SLOPE FIBER WATTLE FILL C BREAK DETAIL NOTFS- 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. 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 IN ACCORDANCE WITH SECTION STANDARD SPFrTFTrATTnNiR INSET A 1"-2" TRENCH 1605 OF THE J LT FENCE POST INSET A DOWNSLOPE STAKE SIDE VIEW OF HIGHWAYS NORTH CAROLINA SOIL STABIL.IZATION TIMEFRAMES SITE DESCRIFT101V STABILIZAT101V TIME TIVEFRAVE EXCEFTIOIVS PERIMETER DIKES9 SWALES9 DITCHES AND SCOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 301 7 DAYS IF SCOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 201914 DAYS ARE ALLOWED. SLOPES 3olOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN qol 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONES. SOIL STABILIZATION SUMMARY MATTING FOR EROSION CONTROL SHEET CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 5U TOTAL IVI16GE��ANWU6 MAffINb TQ 6E MfAl/�EP A5 OIKE 1E0 6Y THE 014EK 500 TCITA�- 5AY 500 Beaufort County Bridge #060014 CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 °\ 0 0 \ \ / o Ln 1 I I 1 1 \ v � v �TGS TGS ENGINEERS ENGINEERS 706 HILLSBOROUGH ST. STE. 200 RALEIGH, NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 j\v --0_— 06 --- v N,,q0 8312077 �� v1 Iv 11 / vv / `ti / /� GAE ENTER�RivSE, INC z� 1 co o vv 11 �� DB 1872 PG v973 j vv 1 v A o ,---,�\ // j PC H ,SIDE 38k7'0 \I \\ \\ I � I / / vv0 \ CO ��, ----- \ 1 \\ � - /' \ mil \// �� /� /'' co co 91� (°—------ —— -- i -OL -_ v vv / / COIR FIBER i a WATTLE BARRIER (TYP.) II i ' v` Z� / 4--9��, '� pv/ '� / o ROBERT P. PUL` II Y, JR. W / ,8- / - o --- \\ ` 1 ` DB IRS' �G 2 --'' \°\ o \ -L- PC Sto. 18'+66.77 0 \'`\ -L- PC� Sto. 20+46.81 ;,, Z ---_' _-- ,- QQ -96 _ ` v v 1 vv v l I vv O' / / -bL 9� ,--- v� PE®0-1692 PGS647 Co. v vV vv - - ' Imo- - PC H SLIDE 38-7 L, POT--Sto`10+00. v sv ,- v� v_l ,----- I -o' /L _ _ - �_� _o_-- --- - _ - + o v v _ 1 i Z \ - -Z v z '' ; ,SOT S� . �2 7/.22/' � ,- O� / \ _ - - ----- -- - - - z, \ --,- __z I ,--------- \ -_ ' -o _ - ,9 -oti = �� PT S 22+67.7P' �gMi oti `9` vv` ��- - vvv-------allR IDJW CURiA�N (TYP.) �[t OVE v� 1 j / /�/ -0`- ---- (STINGQj i CLEA CUT d - o — — — vV --- WOODED "V RANCH WOCD-F q� c' v b6 V BEGIN SAFETY FENCE / / / 0 Z� 92 - 8 -L- STA. 16+00 LT-- _ - �/ _ h I--Z -// I v 74--_ _---� -_ ��p E � Q / - / V A A� i��C S ING/W— — ��LI \\ \�j EXISTING R/W — _--- '-10�- -U- - B IN $AF1=TY —------- COntU - -- - - -1 - _ - 18+ 1 LT - —T— — gST —=---- - - ,i�Z v " S ---- _ F F g D S' l _ 12 - Link, 59 PAIR, COPPER — T_ _ —F — — AMS REE �- 971 ' v` SR l97/ DURH+S CREE ROAD ` l8' BST V ` 18° `�� TB2 t g �l �� TB2G1 ! 040 #LIMA EO�RER _ _ —— — — T— — — ------ =— A — — — — i' L — J — _ — - - - --- -- _--- �z — — —9l _— _ �� \ -- `� — — 9 —TINE �R/W i0� / /i /i' /' / / \ €-XIS.TING R/W�dt —__— Z ---- --- G - --- ----- - \\ / - - - I - 3 ---- g v -pe c, O \ p�1 E , , - 0 ' Z� I v ` v-- P!UE P - vv - e,M v PUE - WOODED / CLEAR CUT j �� v` v��-, v ; `WATERLINE LB— — I // ��/ v\ �Z"� �WATERL14-1� �/ �,-- - �� ' ��/ / / l BORE PITtb- i G \V UE RE PIT i / q, / / / l �i \ 0O \ i ---- j i /� I I — — / / / / i / N / I c� �� c \ / / PROP. �E LI WObC�E6 ii �, l _ — — — / W00 D l / -- i 1 END 1AFETY FENCE Q / / / ' --- v �� / q> � ��--�--2 _ \//0 �� IICV O I -- I I / / � -- \ / EW sAkTYBI=EN�E QQ�/ / r I 11 H N -L- STA. 17+57 RT l i \ / / ROBERT�P. PULkIAM , _ZL- TA. 15'4 43 RT n I ROBER P. PJJ-l�I!%�'�R. / ri DB' I P 200 / �/ 1v v vv i DB 18� 8 /205 i i �� WAR E18 ARR� �TYP )/ /' v 1 / �'� o `L�l. STANDARD V y DITCH, v --0--_ 0 1 1, �--- / ,�EE� DETAIL 1) CLASS B kW,Ib(P o I / i i 0- �� vv-zL=28' -_EST. 2 - L-P/ Sta 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 ` v - - - - - - - - S=0.36/ GEDTEXTILE EST. 8/ CY DDE EST. 7 SY -- / i / 00 __-- �z /� I �� 1 - -- - ��.0'(, cl coI I / arn 00 /_-O I I I I N I I I 1 N o61 \ ,— \ w vo // �� TIZi vvv / -- 20-'�-� ' / / // /' I o rn p v--,' �1 v\ \I I I w o 00 °v uCID1 0 7- / — — — — — - � O I �'v v �� - - — — — v N /1 _v A A �� / N v "q N — ,/ Beaufort County Bridge #060014 O -L - CLE.;N TUT WOODED ROBERT P. PULLIAM, JR. DB 1857 PG 205 1 EXISTING R%W i — — — —T— — Century Link, 50 PAIR, COPPER F F F —T— SR 1971 DURHAMS CREEJ ROAD a /8' BST W o S /8 T— _ — den#Gird L�159 QA+R, C4RRER W N —W— — — — — T — — — — — — —W— — — — ---F-—__---- EXISTING R/W ,oG F PUE CLEAR CUT PROP. WATERLI ROBERT P. PULLIAM, JR. DB 1857 PG 205 Ln DETAIL 1 STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground ,� Ground D D = 1.5 Ft. to 0.0 Ft. FROM -L- STA. 17 + 70 TO STA. 17 + 85 RT 0 TURBIDITY CURTAIN (TYP.) BEGIN SAFETY FENCES -L- STA. 16 + 00 LT F P;U E , WATERLINE — BORE PIT WOODED END SAFEWBI=EN-CE-/ -L- 3TA. 15-� 43 RT 1 -4/ B— — m C R FIBER WAE BA COIR FIBER WATTLE BARRIER (TYP.) IEXSTINDc�G $J / 01) o RANCHilvAv, OF o� �� 'Q O� V�� OJ 0 RRI (TYP.) z 7 PUE - oW J 0 STANDARD 'V` DITCH p r SEE DETAIL 1 ,IzL=28' -'� S=0.36% I= EST. 8 CY DDE <4U O — -4/ END -SAFETY FENCE H -L- STA. 17+57 RT mH m�)k N)L :k 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 Sto. 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 F —T l ROAD 111 x o SR 1971 DUR AMS CREEK — — W O _- _W— --FX�sTING R/W WATERLINE PUE \ CORE PIT / WOODED ROBERT P. PULLIAM, JR. / DB 1857 PG 200 � 3 -BL- 3 ,I - D 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 o F/ 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