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Home My WebLink About20231164 Ver 1_BP8.R006_Erosion Control Plans_20230821c w 0 0 0 m i cry i 0 L 4- C: 0 c 0 °`o � 0,6; L w co LLJ � U N �Z 0 00:� N L W z Tz Q � See Sheet 9 A For Index of Sheets See Sheet 9 B For Conventional Symbols 157 1155 } �� ICHMOND \. COUNTY l ♦ / I ANSON COUNTY i L/) 1148 Ln 1 � Ln � I D b � o ♦ PROJECT BP8.R006 1151 1150 1149 100 Bruton ' Cemetery 1146 entz 00 - t 1148 0 1005 L� L146 L e� 147 VICINITY MAP 1319 P '1314 113391 130339 a 130 1148 � a 10vl�l 0 07 . DENOTES OFF -SITE DETOUR STATE OF NORTH Ce-1RO1LIi>A DIVISION OF HIGHWAYS RICHMOND COUNTY INCOly PLETE PLANS DO NOT USE FOR R % W .ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LOCATION: BRIDGE 1110. 91 01V SR 1148 (GRASSY ISLAND RD) N OVER COLEMAIVS CREEK Z TYPE OF WORK: GRADING, DRAINAGE, PANTING, AND STRUCTURE TO N THIS PROJECT IS NOT WITHIN ANY MUNICIPAL CITY LIMITS CLEARING ON THIS PROJECT SHALL BE PERORMED TO THE LIMITS ESTABLISHED BY METHOD GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) BEGIN PROJECT BP8.RO06 -L- POC STA. 13 +15.00 BEGIN BRIDGE I I r -L- Sta. 15 + 85 -L- SR 1148 (GRASSY ISLAND RD.) BRIDGE 91 END BRIDGE -L- Sta. 16 + 40 +/- END PROJECT BP8-R006 -L- POT STA. 19 + 40.00 MIA TO ELLERBE STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. BP8.RO06 I STATE PROD. NO. F. A. PROD. NO. DESCRIPTION BP8.R006 PE EROSION AND SEDIMENT CONTROL MEASURES Sta. a Description Simhol 1630.03 Temporary Silt Ditch----------------------- TSD 1630.05 Temporary Diversion ------------------------------ TD 1605.01 Temporary Silt Fence ---------------------- - 1606.01 Special Sediment Control Fence - - - - - - - - 1622.01 Temporary Berns and Slope Drains -------------------- 1630.02 Silt Basin TypeB----------------------------------- � 1633.01 Temporary Rock Silt Check Type -A ------------------- Temporary Rock Silt Check Type -A with Matting and Po➢yacry➢amiJe (PAM)--------------------- 1633.02 Temporary Rock Silt Check Type-B - - - - - - - - - -' OIlr e Wattle// C 'Il'her Wattle EW- ) - CFW - Wattle ` oir F' iher Wattle with Po➢yacry➢amiJe (PAM)---------------------------------------- 1634.01 Temporary Rock Sediment Dam Type -A- - - - - - - - - - - - 1634.02 Temporary Rock Sediment Damn Type-B---- 1635.01 Rock Pipe Inlet Sediment Trap Type -A --------------- a 1635.02 Rock pipe Inlet Sediment Trap Type-B - - - - - CP % 1630.04 Stilling Basin --------------------------------------- ------ 1630.06 Special Stilling Basin ----------------------------------- Rock Inlet Sediment Trap: 1632.01 Type A ------------------------------------------------------ A IHI 1632.02 TypeB -------------------------------------------------------- B LJ 1632.03 Type C------------------------------------------------------ C Skimmer Basin -------------------------------------------------- TIlereQll SkIlmt1lIlner Basin ------------------------------ FE�� Infilcraeion Basin ----------------------------------------------- THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRU��ING PHASE OF CONSTRUCTION. THIS PROJECT HAS SEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. ENVIRONMENTALLY SENSITIVE AREA(S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. THESE EROSION7ANDSEDIMENT Roadway Standard Drawings CONTROL PLANS C Pre tired in the Office of: P Reviewed in the Office of: WITH THE REGULATIONS SET Dewberry ROADSIDE ENVIRONMENTAL UNIT 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 FORTH 2 610 Wy c l i f f Road revison thereto are applicable to this project and by reference hereby are considered a part of BY THE NCG-010000 Suite 410 1530 South 7 t h Street these plans. GENERAL Raleigh, NC 27607 Sanford, NC 27330 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A CONSTRUCTION PERMIT 2018 STANDARD SPECIFICATIONS 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type -3EFFECTIVE 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C APRIL 1, 2019 AND ISSUED 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A BY Designed by. Reviewed by. 1622.01 Temporary 3erms and Slope Drains 1633.02 Temporary Rock Silt Check Type THE NORTH CAROLINA 1630.01 Riser -3asin1634.01 Temporary Rock Sediment Dam Type A DEPARTMENT 1630.02 Silt -3asin Type -3 1634.02 Temporary Rock Sediment Dam Type 3 OF ENVIRONMENT AND QN�Q STANSELL PE CFM 3597 KIM WHITLEY CPESC 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A NATURAL 1630.04 Stilling -3asin 1635.02 Rock Pipe Inlet Sediment Trap Type S RESOURCES DIVISION OF NAME LEVEL III CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber 3affle WATER 1630.06 Special Stilling -3asin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation RESOURCES. e wo SHEET NO. xoJBP8R006 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS TEMPORARY ROCK SILT CHECK TYPE 'A' WITH `"�""° `"°'""° EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) EXCELSIOR NOTES: � MATTING FLOW s— INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633,01, SEDIMENT CONTROL STONE --_<97 USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR v v v P MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. A L9 -_ a PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN 0/-P po'� pa acpozl, 0/-Py � A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE L /, /= 0 op,<� 0 =) C/ o C> 0 0 cl po -_p D a D po 0,9c) c) MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT ` <? =) 0<�7 (:-) 0 0 FzD Iq C' 0 -9L, op< - = 24 �= 00 p TO BE APPLIED TO EACH ROCK SILT CHECK. 0 c 0 'D 0 D p" Do OF')' <7 00 INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) �D Flo 0 <0 s°� TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. STRUCTURAL STONE B� PAM/(a oz.) PLAN INSET A �—See Inset A CLASS B STONE 2/3 CHANNEL. ��r EXCELSIOR p.- 1' MIN WIDTH I fi ��y � MATTING � 1' MIN H 2' MIN EXCELSIOR �� Illd 11 III III I L—III III III Illd 11 III III II 1-III III III II L=�L—IIL= MATTING SECTION B-BCLASS B STONE SECTION A -A NOT TO ,=LE OF HIGHWAYS UORTH CAROLINA SOIL STABILIZATION TIM.EFRAMES 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 3e1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 201, 14 DAYS ARE ALLOWED° SLOPES 3alOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 501IN LENGTH,, ALL OTHER AREAS WITH SLOPES FLATTER THAN 401 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. tN z O W 91 .•:•, 2610 WYCLIFF ROAD DewberryC 27607 PHONE: 9119.881.9939 NC COA No. F-0929 ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS C z cn L) w i c0 C3 n m +-1 N N cn C C CV L CV +' 00 CAI C i L) z a� �C PI Sto 11 f58.43 = 9° 03' 30.6" (RT ) D=2°51'53.2" L = 316.20' T = 158.43' R = 2,000.00' DETAIL A SPECIAL CUT BASE DITCH (Not to Scale) Natural N Front Ground 2•� D `) Ditch Slope Min. D= 2 Ft. B= 1 Ft. FROM STA. 14 + 75 TO STA. 15 + 85 -L- LT O EVERGREEN TIMBERCO NC LLC DB 1870 PG 01 NOTE: LAND POSTED WILDLIFE GAMELANDS/CONSERVATION EASEMENT BETWEEN PROPERTY LINES. NO RECORDS FOUND OR m DS = EXISTING SE = EXISTING ,l/,�,,,,l,ll�l;®1,��,llll;lllulllll RO = EXISTING =----- �I11„L,1111111�1/11/IIII ----——— _ -- — — —` ---216---'_'_ ,'/— ////// —_-- '---- ----� \-214------- _/,� :_/%// //IIII/lmllllllllll111 ---_— —_-_��'� zu�—' ��'�'//// l Illjll11111111 -- -- _ -- — —' -ze9=-- _--'----___—_—_--_—__''--\�'---_--------- ----- ___—_---_—_—' _ -----zm9—_-- ---- / I1,/ III 1 __ 0 /,Illllrl I I II ---_s— _ —_I_--' _—_—_--_—_--_—_—_ _ _ -- _------ --' ,zms ,=zw__— —___-- ____='�—_------- —_ _ -_ _+24 _/ _-ze`=----= �— —------- — — —— — ___—_—__— ___ — m --;-- - _-----_-- 0� �� _ %� lilcq �11y\I\11 1 /— —— —_ —--/--y-- —_-- m� I, 1�1 _______ ____ --___- --_��7-�7_��5-_ -sillEo-/�-�- -_J�-_--510 ITA CRC--__-99^-�FC�� GT-1_ 71_1J1- I� -_-_ /!'///)I It llll llm\I .\ �- ______-------204'.-- -__i' ' _ - - _ - - - - - - _ - - - - -203' - - - / - IW-VLJ-p-�a —202 ------ - - - - -- / /-/------_-_---_-_-_201--_-----�- /'_� _ - —_/ --- -- /--- - _ -- __''=---/i,9a` 30.V6L=-=— - - -"-'i -� __- �93 __ _ _----- - -----'---- -b- - �OASSY ISLAND ROAD SR /1<l8/ o o �o a o ___ 19.5'PAVED_ROADWA 9 _' -------------- T _-- ------ _0-- ---- -_- _ _��---- __,s9-- � - -- - -Q _ _ _ -187- - _ - - - - - - - - --_ - -83- _ " + 75 o0 ------------- �' TI G R/W _,e<\ -_-q W -__- Exls -183- --'" __/---��-- 26.5' EX." E I '"-'' CLASS "II" RIPRAP ,-. _% - -� �� _--- "-' -182--- 82';-- _ -'- - +75.00 II -. /' =----------_- - --,- ,_-_ _ --- ____CVO ,.TYr. DS `- I ,' 40.0 ''RTC `\`,, --'-_ -----/'WOOS ' �'' _��-----,e,-'-_-',----� /'/^ - .- -- - y ARMdR-EXIST G BANKS AT 1.5:1 9 aN , ,_------'--/,�-- WITH CLASS II1tfP\RAP Of STREAM ^-- - - - --°1�43� Pd - _ �' _ - - - -' \I ,' 11 AND DOWNSTREAM OF -EXISTING EVERGREEN TIMBERCO NC LLC MUD SILLS. SEE DETAIL B. DB 1870 PG 01 - 19� •3 -' - n4' / l5°35' q3„ W \5� •q8 `9ZI - -` I --- 0 BEGIN PROJECT BP8. R006 —L— STA. 13 + 15.00 0 N 0 BEGIN BRIDGE -L- Sto.15f86 f/- DETAIL B INLETOUTLET CHANNEL ( Not to Scale) VARIES EXCAVATION SEE SITE PLAN CLASS II RIP RAP @ 1.5:1 OR FLATTER TO TOP OF BANK (2.5' THICK) EST 65 TONS CLASS II RIP RAP EST 70 SY GEOTEXTILE EST 10 CY EXCAVATION O EVERGREEN TIMBERCO NC LLC DB 1870 PG 66 NOTE:LAND POSTED WILDLIFE GAMELANDS/CONSERVATION EASEMENT BETWEEN PROPERTY LINES. NO RECORDS FOUND +10.00 40.00' LT r-BRI G WOOD 1& / - - IMPERVIOUS DIKE \ - \ NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. NOTE: PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CLEARING AND GRUBBING PHASE. O N CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 PROJECT REFERENCE NO. SHEET NO. BP8.RO06 EC-4/CONST.4 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLETE PLANS DO NOT USE FOR R % W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ,SAG \ \ \ \\ \\\\\`\�� :��;�� BM #I ELEVATION = 183�I�' ' i8+44.52 `� \ E R 1 \ \\ \; \ \ - ;WOAWN-=" -- - = = =- N 47953,7 E 17331781 �� \ si5 BL STA\TION +85 84' LEFT `.�`\ \ `\`\��a o ,��: RR SPIKE\ IN BASE OF 28' PINE \ ` \ Ks_\ `;�' - , ` _; ,-; __ ._- \ \ - 1 \ \ +50. i] _ \ \` `\ ` � /�\\ ` , -- _____- --- - ice\. �.� f ,r --LASS „N„ 14PRAP 1 i ` 2 TAP � Y„�6 / , - - - 1 k� e6 \ _ , f 0 � \ \ \ \ 40.00' LT V�OOQS \\ bT&%T\ ffIR - /' \ \ R MARK slam. \ > ' +50�.�0r \_� ''B��\N\I °10'27'� _ \ RETAIj� i 1. \-----,2"/\ — __— — — —\\ I € ISTtNG R/W Z_ 5—I 1 at-- --_ q———----—————————— — — — — —— — o_--`, _-------- :� --- ----- —------- ,—------- y' CP \—----------—————— — — — — —— o —� — c/ of o o GRASSY ISLAND ROAD SR 1148 / TO ELLERBE EX. RW 45.00' RT + 57.00 40.00' RT 2G - --———————— ————— r —�r----r--- -- - - - - - - - - - - - - - - - - - - - - - - - -18]- v, +5a o __+ - -- + 83.00 EX ,' \ - 26.5' 40.00' RT +50.00 T,P WOODS 0 40.00' RT 45.00' RT CLASS B RIPRAP 1 "TON 5<5Y GEOTEXTILE / END BRIDGE -L- Sta. 16+41 f/- CAROLINA - & LIGHT DB 680 PG 543 NOTE: LAND POSTED WILDLIFE GAMELANDS/CONSERVATION EASEMENT NO RECORDS FOUND 779- - - -------/J.iZAVED ROADWAY -_ -------------------- -� �,- T------__ - -- BL-102 EXI ING /W \ \-' 0�\-/ \`-_ -_\ WOODS �T -------__--- ------ / �� -- ---------_-`1ez�----_-_- / l END PROJECT BP8.R006 —L— STA. 19 + 40.00 BRIDGE APPROACH SLAB 0 PROP PAVED SHOULDER r1 u SEE SHEET 5 FOR -L- PROFILE w