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Home My WebLink About20180133 Ver 3_Erosion Control Plan_2019010800 97 97 97 BEGIN NCDOT END NCDOT PROJECT R-5868 PROJECT R-5868 64 """" �64 64 A \ A y 64 64 z VICINITY MAP BEGIN CONST. -Y2- STA. 15 + 60.00 TROCKY MOUNT_ O 4,�TATE n f1t,"01IR T iii r A R u i LIN DIVISION OF HIGHWAYS PLAN FOR PROPOSED HIGHWAY EJ11Dk0S10N CONTROL EDGECOMBE CO UNTY END CONST. Y2- STA. 27 + 54.54 LOCATION: NEW LOCATION FROM SR 1225 (KINGSBORO RD.) TO ALT. US 64 TYPE OF WORK: GRADING, DRAINA GE, PA VING & C UL VER TS BEGIN CONST. -Yl- STA. 14 +15.00 GRAPHIC SCALE 0 PLANS 0 PROFILE (HORIZONTAL) 0 PROFILE (VERTICAL) THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. . y7+y6: BEGIN CONST. MET NO. TOTAL mom -Y2- STA. 115 + 46.24 i R-5868 EN Rock Inlet Sediment Trap Type B ii► NTATB PROD. NQ P.A. PROD. NQ o�G 1607.01 END CONST. o -Y3- y� i1 -Y2- STA. 129 + 20.00 � SR 1252 (DUNBAR RD.) 5 Riser Basin 00 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B s Temporary Silt Ditch z �- 1630.04 BEGIN CONST. Rock Pipe Inlet Sediment Trap Type B 1630.05 -Y2- STA. - Coir Fiber Baffle 1630.06 `; END CONST. l �" Matting Installation -Y2- STA. 161 + 60.00 ,,.. x,110 e -Y4- SR 1217 i 4 7 ' 6 _L LOCATION: NEW LOCATION FROM SR 1225 (KINGSBORO RD.) TO ALT. US 64 TYPE OF WORK: GRADING, DRAINA GE, PA VING & C UL VER TS BEGIN CONST. -Yl- STA. 14 +15.00 GRAPHIC SCALE 0 PLANS 0 PROFILE (HORIZONTAL) 0 PROFILE (VERTICAL) THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. . y7+y6: BEGIN CONST. MET NO. TOTAL mom -Y2- STA. 115 + 46.24 i R-5868 EN Rock Inlet Sediment Trap Type B 1606.01 NTATB PROD. NQ P.A. PROD. NQ o�G 1607.01 END CONST. o -Y3- y� 1622.01 -Y2- STA. 129 + 20.00 � SR 1252 (DUNBAR RD.) 1630.01 Riser Basin 00 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch z �- 1630.04 BEGIN CONST. Rock Pipe Inlet Sediment Trap Type B 1630.05 -Y2- STA. 147 + 30.00 Coir Fiber Baffle 1630.06 `; END CONST. l �" Matting Installation -Y2- STA. 161 + 60.00 ,,.. x,110 e -Y4- SR 1217 i 4 7 ' i (H44US CHAPEL RD.) �� 1 ,1 1 -.� BEGIN CONST. 1 I `' 1 T 0 �9��011'0 -Y4- STA. 18 +15.00 1 1 ' z16 _........_..� �t BEGIN CONST, END CONST. -- -A1--- ---------------- ------ -YS- STA. 29 + 30.00 ACCESS2- STA. 15 + 00.87 1 - - �----� END CONST. I ACCESSl- STA. 26 + 70.41 BEGIN CONST. ° w A STA. 10 + 00.00 °� ��®SEFO�� I (TIO NOT USE FOR R % W ACOUISON DO Prepored in the Office of: Prepared for the North Carolina Department of Transportation in the Office of AV ETHERILL 1223 JONES FRANKLIN ROAD ENGINEERING Raleigh, N.C. 27606 License No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 Andrew Hollen NAME Designed by.- Andrew y. 3490 LEVEL III CERTIFICATION NO. Reviewed in the Office of.. ROADSIDE ENVIRONMENTAL UNIT 1 South Wilmington St. Raleigh, NC 27611 2018 STANDARD SPECIFICATIONS Reviewed by. Jeff Walston STATE 8TA M P WWW RBPBRBNCB NQ MET NO. TOTAL mom N.C. R-5868 EN Rock Inlet Sediment Trap Type B 1606.01 NTATB PROD. NQ P.A. PROD. NQ NUMIPTION 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 EROSION AND SEDIMENT CONTROL MEASURES Descrint^an SThol 1630.03 Temporary Silt Ditch ...................... me 1630.05 Temporary Diversion ............................. ,I,p 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 Polyacrylamide (PAM) .................... 1633.02 Temporary Rock Silt Check Type -B .......... Wattle/ Coir Fiber Wattle ................................... BW -CPV- Wattle/Coir Fiber Wattle with Polyacrylamide (PAM) ...................................... 1634.01 Temporary Rock Sediment Dam Type -A ............ 1634.02 Temporary Rock Sediment Dam Type -B.... :D 1635.01 Rock Pipe Inlet Sediment Trap Type -A .............. 1635.02 Rock Pipe Inlet Sediment Trap Type -B...... () 1630.04 Stilling Basin ................................................... 1630.06 Special Stilling Basin ................................. Rock Inlet Sediment Trap. 1632.01 Type A .................................................... A LJ 1632.02 Type B ..................................................... B LJ 1632.03 Type C .................................................... C Skimmer Basin ................................................ Tiered Skimmer Basin ............................. E�� Infiltration Basin ............................................. E�� Roadway Standard Drawings THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. ENVIRONMENTALLY SENSITIVE AREA (S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2015 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 B 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 Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation O. oJER�5868FN EC 2. R/W SHEET NO. ROADWAY DESIGN HYDRAULICS TEMPORARY ROCK SILT CHECK TYPE 'A' WITH `""""° `"°'""' EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) EXCELSIOR NOTES MATTING FLOW e— INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. SEDIMENT CONTROL STONE USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. v V v -- A �oo�� Dv T$`�oo9000 n PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN eo go $ 90 09 A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE 0��8 �� J C6 .7 `�o 0196D MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT �� o �� TO BE APPLIED TO EACH ROCK SILT CHECK. goog• � � � INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) ``0 0 2'0 0 o o S 2 ��,g�� TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL 9 EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. STRUCTURAL STONE B PAM ca oz.s PLAN **go* INSET A See Inset A CLASS B STONE 2/3 CHANNEL 1, MIN EXCELSIOR WIDTH —�-r—y MATTING 1' MIN ��o°o o � moo � 12„ H = 2' MIN �°�p�o 9 lap, IIL=11L=11 RIL=1I RII I L=11L=11L=11 RIRIL=III-11L=11 L=III= L=11 L= EXCELSIOR MATTING SECTION B-B CLASS B STONE SECTION A-A NOT TO SCALE COIR FIBER COIR FIBER WATTLE POLYACRYLAMIDE (PAM) SLOPE ISOMETRIC VIEW 2'(M AX _ ) 2' UPSLOPE EDGE OF PAVEMENT +mFlalAlw GROUND CROSS SECTION VEE DITCH 2 N.—;?, see inset c 2' UPSLOPE STAKE NATURAL GROUND FLOW ♦ NV�� F MATTING 2' DOWNSLOPE CROSS TRAPEZOIDAL DITCH WITH DETAIL NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. 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. 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. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE 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. INSET A AIM (1 oz.) INSET B OZ 'AI (1 oz.) INSET C TOP VIEW PROJECT REFERENCE NO. SHEET NO. R-5868 EC-2B R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SKIMMER BASIN WITH BAFFLES DETAIL (EAST) STEEL POSTS (QUANTITY VAR.) SKIMMER (SIZE VAR.) 2" x 2" (nominal) LOW PERMEABILITY WOODEN STAKE GEOTEXTILE 1►► PLASTIC SLOPE DRAIN PIPE (12 IN.) 9' (MIN.) 111-2 ►► MIN. 4'� -' 12-24" i 4 (MAX.) W 6(MIN.) _ MIN. MIN. ROPE COIR FIBER MAT #10 STEEL TEMPORARY OR REINFORCEMENT BAR 2' (MIN.) PERMEABILITY PERMANENT DITCH V (MIN.) 411 WOOD STAKE, DIAMETER BEND 4' cMIN.) STONE PAD METAL POST W OR STAPLE 4" PRIMARY SPILLWAY EARTH DIKE L _ 3W 6 INo (MIN.) 3/4L COIR FIBER MAT 24" 1/2L LOW PERMEABILITY 1/4L 1' GEOTEXTILE MIN. 18 IN. �• 1' (MIN.) OVERLAP ti (MIN.) f ti 1.501 (MIN.) °� 1' (MIN.) 12 2 4 IN. (MIN.) 1 "nominal 3 MAX. •- ( ) STAPLE MAX --- UNCLASSIFIED EARTH '�2 —_____ 1►► MATERIAL °-' VARIABLE NATURAL GROUND COIR FIBER BAFFLE 1 21 i I RIGID (SEE ROADWAY STD. DWG. NO. 1640.01) COUPLING UNCLASSIFIED EARTH MATERIAL 12►► PLACE SEALANT AROUND BARREL PIPE STEEL POSTS WITH MINIMUM WIDTH OF 6 INo CLASS B STONE PAD (4' x 4' x 1' MIN.) COIR FIBER MAT NOTES ANCHOR OPTIONS 1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. 2. LIMIT EARTH DIKE HEIGHT TO 5 FT. 3. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT. 4. DETERMINE PRIMARY SPILLWAY WEIR LENGTH (FT.) USING Q/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN. 5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED. 6. LOW PERMEABILITY GEOTEXTILE FOR PRIMARY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED 18 IN. (MIN.). INOT TO SCALE I H I V, V I P1 103, 1 OI HIGHWAYS NORTH C SOIL STABILIZATION MATTING FOR EROSION CONTROL CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 4 -�- 10+00 27+50 KT 2105 4 -yl - 17+50 23+00 �T 1565 4 - Y I - 23+50 26+00 L"T 660 4 -YI- 19+00 22+00 KT 365 4 -YI- 23+00 26+00 IST 790 5 - 25+00 27+50 T 645 6 - 31+50 32+00 KT 65 7 - 44+00 46+00 KT 325 7 - 46+50 48+00 KT 215 8 - 48+50 49+50 KT 125 8 - 51+00 53+50 KT 405 8 - 53+50 55+00 KT 185 8 - 55+50 59+00 KT 640 9 - 59+00 63+50 KT 825 9 - 66+00 67+00 �T 170 9 - 66+00 69+50 KT 780 10 71+50 78+50 �T 1725 II 82+50 85+00 KT 305 II 86+50 89+00 KT 485 II - 90+00 94+50 KT 725 14 -Y2- 123+50 125+00 �T 125 li - Y2- 121 +00 123+50 KT 405 li -Y2- 124+00 126+50 KT 160 15 -AGGE55 I - 13+50 22+50 KT 2105 16 -AGGE55 I- 23+00 26+00 KT 635 SUMMARY SHEET MATTING FOR EROSION CONTROL CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 17 -Y2- 147+50 149+00 LT 125 17 -Y2- 150+00 153+00 L"T 695 17 -Y2- 156+00 161+50 �T 1005 17 -Y2- 147+50 150+50 KT 730 17 -Y2- 151+00 153+50 KT 715 5U TOTAL 20105 M15GE��ANE U5 MATTING TD 6E INSTA UP A5 DIKE TED 6Y THE N6INEEK TOTAL 20105 5AY 20250 OF HIGHWAYS NORTH CAROLINA SOIL STABILIZATION TIMEFRAMES SITE DESCRIPTION STABILIZATION TIME T EXCEPTIONS PERIMETER DIKES, SWALES9 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 2e1, 14 DAYS ARE ALLOWED. SLOPES 321 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4e1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. 0- 0- z - 0 - z 69 1223 Jones Franklin Rd. PROJECT REFERENCE NO. 1 \ fie. q5.m- ETHERILL Raleigh, N.C. 27606 R-5868 ,,m3 -m2m , /m / \�� m� ( mgb� ENGINEERING License No. F-0377 �\ / f Bus: 919 8518077 / \ � RAIN SHEET NO. Fax: 919 8518107 ROADWAY DESIGN 0 \ TRANSPORTATION PLANNING/DESIGN BRIDGE/STRUCTURE DESIGN ENGINEER m5/ �� ` / ( �� - ` ✓ ( /\ I ` / �� CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION 91 C -A / m v 9 < mm 90 1100 .9 41 87.0 m\ / / / // 0 J P• \ \ 95.0 \ '� 92.0- 1 / 9i.m - 9r-0 \/ -_-90 / Cm \mbb 97.01 \ EDG 0�ry'�y��{E CO`�9J''TY 0m. q0- / / \ \930\ r / \ \ / � 1� / ---I B �105 0 PG 47 82� PC IID X16 \ I \\ .�6�, �m� _79.a�� VBq 0� �j I / 0 \ �e 0\ m��j \ ter' /' •g� \ / ,BB �: �, /� 86.0 \� \/ ` ` / > �\\ \ --eb .90 ro \ �� \ / 84.0- / / \\ /\ -\ g 4, - 94.0- fz 04•g \ 5.0� \ -93.0\�I / -0£g/ m 8- m•Be 71 _� / �� / \ �_� � � (/ � — — � _ J � \ \ � /` �. \. I �� ' �� m.ba-� _ Amb• -- --_� —� � - _ \� m•eg � 09g /_ __i qa. / �� / � / \ / _9D � -69.m� � .90� / �-, \ ✓/= 0•LB� � —\ � �� 'j i � `� /� m � � e6B \ \ / -0Z6-� �0gb m 94.0' 0 g20 � � \ 0 \ \ � � \94.0 04 - \ f � � \ SPECIAULATiRA� - - Zto V DITCH \ \ \ \ \ 0 \ V DITCH SE� DETAIL IC FS \ P SEEKCU', UT DITCH I 93.0 rn ea SEE DETAIL U m'66 f SEE DETAI �/��' /��/�� N — _ f fib— _ _ �- ✓ - 93 /� f �� C�.� �^.'�^L � 9°.m _ — _ 0 3 BASEDITCH r(1 \ -- _ _ — 2G1 6—�— — _ — — 91.0- SEE- FS _M Q rn 050 FS — _.bb _ _ — _ 50 �� — _ C�/J _ X9.0 /�� 88 C/ T _ --- SEE ETAIL � bb� � "W b / • N� ,m S0 ------ 5 0 r FS 2 G C SEE DETAIL N° - d aNO n 8" 18" i m.b� �2G1111111111111 eb / N — 18" — ----- — — ------ (r N fL — - -- I ,8„ -W 2GI 4„ - - Fs \ �0pb\ \ �- °- / SEE DETAI Cj1 SEE/DETAIL N W 50 e\ 9\ ■- 6. s 950 y �EDGECOMBE 9PU/tffY �e� DB 1580 P� ' 4 V/7 PC I J L I B CLEARING AND GRUBBING EROSION CONTROL FOR P � P / \ ILI CONSTRUCTION SHEET 5 � - 96.9J NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE — B AND TEMPORARY ROCK SILT CHECKS TYPE — A AT DRAINAGE OUTLETS. SHEET NO. EC—05/CONST.05 HYDRAULICS ENGINEER PLAN DO NOTUSE FOR % W ACQUISITION 0- 0- LD - 0 - Ln Z LL* 69 CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 6 NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. X66.0- / Z -'e6/ 0000 e� I 85.0- ss.e /tel e �82.0- ei.0 -� ee � 79.0, �& �• � � � � ! �e \ ( I � � \ f �e E`6CECOMBE COUNTY -\� \ F -E- I-sLtBf 4B — -� \ L8 gse 0- to M M 1011111 r- 17 ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS It 1 I I --7 1223 Jones Franklin Rd. ETHERILL Raleigh, N.C. 27606 -'wiiiiiiiiiid ENGINEERING License No. F-0377 Bus: 919 8518077 Fax: 919 8518107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION ^h 1 m/ 46 x 62 x 3 62.0 1.5 inch Skimmer PROJECT REFERENCE NO. R -5868 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-06/CONST.06 HYDRAULICS ENGINEER INC®ly1IPI[eI I� I�I[eAN DO NOT USE ]FOlE3 I8% W ACQUISPIl°IION E I D CqMBE 6my1 e / / ac I sl-oE ase C II i x� \ \ / - - 67� 1223 Jones N.C. 27 06 PROJECT REFERENCE NO. NOTE: ^m� \ \WIVETHERILL 4.m – License No. F-0377 R-5868 PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE – B �� / \� \ ENGINEERING SHEET NO. 0 AND TEMPORARY ROCK SILT CHECKS TYPE –AAT 'b9 86'0 \ \ Bus: 919 85 807 MDRAINAGE OUTLETS. \ �� ✓ \ ee� a 8518107ROADWAY DESIGN TRANSPORTATION PLANNING/DESIGN -BRIDGE/STRUCTURE DESIGN ENGINEER CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION CLEARING AND GRUBBING EROSION CONTROL FOR / / / \ / �� \ / \ O m \ 67.0 \ \ CONSTRUCTION SHEET \ SHEET �^– NO. EC-07/CONST.07 HYDRAULICS ENGINEER /�0 @\� ,m•L9�\ / /_\\ I '049 \ \ \ INCOMPL PLANS / 3m /'m I \ \ -0'89 \ r °e9 7 � V \\ \� m/ sa.a \ \ / \ IID® N®1 U3E F®IIb % W ACQUISITION II®N y /\\ / J�\ ` 0\ \\ /`O m S9 V A ' (JTCr b� / cX", -0'1�- j ��, 0L L \\ \ y \ V / 4 -:� 69.0 m /m� j1— /0 \ / / � I (al.a /i � ^ = \ \\�m�L \�Ic � � \�� 56 x 28 x 3 / �� / / m�/ \ �/ _ -0 09� \� —0L— JJ 1.5 inch Skimmerm.£L�— ,m'4 z9 mb with 1.125 Inch pb9 / / //m /z— Orifice mDiameter ' 6 ft. weir / o a'�9 \ / — // / / / \ / \ GEC'OMBEl C TY \v I �a6_ — m0 ID 7.1 �/ I I ( / / \ 2a� / I� Pc �47 1� /�/ � \ ,m4s� 73 x 36 x 3 / Pc I LIDE 4 \ �, J / / a� —j J 1 % 1 \ 1.5 inch Skimmer l 51 x25 x3 with 1.375 Inch .. \ 1.5 Inch Skimmer \069✓ // / \B.\ / 0 / \ Orifice Diameter \ a� . . ®g9 / //`�./ with 1.0 inch ✓/i� �\ /i 10 ft. weir \ m / m Orifice Diameter 5 ft. weir/-- �/ �--� / 1 \ m� / / V \ -06 \ /// 1 / / / lob— —`J �0'88� / //^\\ ✓ /�j \ \ l / / O 8� m / I 1� — _ —06. 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I \ I SLIDE /— ' \ m�/ 1 I I m / \ \ �8.6 \ \ \ ` S m I \ \ \ egetim£ sW "I � 1 m� 0'bb� � \ 10":0✓ �� I `� \ 086 —06. �,.-001_ m 1 / \ 0 � \ � � / \ \ � �m•Zb� I \mbb ff}fPr � eg 61•e \\sem � �\\ \\ems- \ / v / j �,� � � � �/ 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO. Raleigh, N.C. 27606 ENG NEERING License No. F-0377 R-5868 EC —08/CONST.08 \ �— mom— Bus: 919 851 8077 RM/ SHEET NO. LC)\ \76.0\ m ,___ a \ I \ \ \\\✓ a0 / / / Fax: 919 851 8107 \\ -'\ �\\ s� \ \ / J �/ \ / \ \ � ,� q•� �_ � 0/ / � � j / �_ f ROADWAY DESIGN HYDRAULICS �9mi TRANSPORTATION PLANNING/DESIGN BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER \Ors —0`s �� -�\ j-7z� �0- 6 CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION � � \ 0�� 164.0 �19e c-67 \\\\ � m / \ �� \ ✓� e _— —�� —62.0\ INCO1�I PL TE PLANS IID® N®'Il° USE ]F®]f$ I8 % W .�COUdSd°1Cd®N 6 / \\ 69.0— � � —62.0 \ � t�•0 "A / \ [-64-0,� f_ _ / �\ ��_�\��\e. 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Raleigh, N.C. 27606 ENOO G NEERING License No. F-0377 919 8518077 \ / Fax: 919 8518107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN / CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION 09� � 1 n --- I :� 00 ILINF EDGECO BE COUTY e, //I/� / m9� / e w m ml / / / � D"63 PG 51FI C I SLIDE 4 B PROJECT REFERENCE NO. R —5868 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC—09/CONST.09 HYDRAULICS ENGINEER TE PLANS DO NOT USE FOR I8% W ACOUIISIITIION irk O CCMI. UhI.UDC VUIV I i 1 I J / ----D 1663 PG --5,19 // P I SLIDE 46 /m m I \e / �� //� 1 / / •� m ' \ 066 \ / / / m ENVIRONMENTALLY SENSITIVE AREA '/ / / mob / m9e / �/ \ ��qm® —� / �� JI m$ / g5.0 SEE PROJECT SPECIAL PROVISIONS / eJ / �� 6�0'6 ��L � � / / � a CLEARING AND GRUBBING P 6 / /�a' B 0 I I �m• / m / By 9 o ' m / EROSION CONTROL FOR I I I //( (\ 1/// l `\(/ CONSTRUCTION SHEET 9 e 4Se V \•�Sl m I / m 0.0 /®/ 650 / 0Qf //� / / m� 0F•9 / �' � 0- 0- LD - 0 - Ln �6J 1223 Jones Franklin Rd. ETHERILL Raleigh, N.C. 27606 License No. F-0377 071b \ ENGINEERING Bus: 919 8518077 Fax: 919 8518107 TRANSPORTATION PLANNING/DESIGN -BRIDGE/STRUCTURE DESIGN -- -- \ \ CIVIL/SITE DESIGN GIS/GPS CONSTRUCTION OBSERVATION / — m'L EDGECOMBE COU NT m _ DB 1676 PG 75 I / \ U SEE REFERENCE MN,JI_LLED PARC L 2 EDGE 0 BE CO TY RTY LINE/ / / / �� \ �7.0 \ / \ BY JJOO1 NE KEENY OF—ROCKY MOUNT —3/2TM / \ JO N0. 1701'96 -4 -_mob ✓' \ \ 48 x24 x3 1.5 inch Skimmer Im II II � � (II with 0.875 inch I II I JI I I II (1 J Orifice Diameter I`f f 4 ft. weir 0 0 O PROJECT REFERENCE NO. R —5868 R(W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-10/CONST.10 HYDRAULICS ENGINEER INCOMPI[e,IEf)� P L ANS DO NOT USE FOR % W ACOUISITION �a I L EDGECOMBE COUNTY 9910 I 9�8 DB 1676 PG 55 \ �� EE REF RNCE�IvTAP ENTITLED PA EL 2 EDGECOMBE COU'`ry,TY \ m \ \ �O I� �J96. jBY JOYNER KEE4NY OF ROCK�Y� M0UN1\ 3/27/18 \ —. 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