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Home My WebLink About20190328 Ver 1_17BP 6 R 75_EC_Plans_20180725_201903200 � � � � N � � w � � � � m � � � w � M=� M�� ..�� ow mo� oQa NUZ i /� J �W � �1� � �� N �� ifA -OfA T T • • • � • • BEGIN PROJECT 176P.6.R.75 -L- STA 11 + 50.00 � GRAPHIC SCALE � : :'� . , � : :'� Prepored in the Office of: E� BEGIN CULVERT -L- STA 12 + 53.13 woous . . - . . � � . �� . . �1 . , �� , Jq� MBo - STEWART ROAD (SR 1819) 0 Kspq ��- N ROqD � _�_ - _ _ ..,, _ ��. �� I�' I '� \ ' `�. � . � I� . �� I�� ) I'� I'' I'� ��) l�� ) � I�: II) ,; �> �� '-��> � < < < < . � . . . � , LOCATI�1�l: BRIDGE 1�0. 250141 STEWART ROAD (SR 1819) OVER SOUTH RI VER TRIB UTAR Y TYPE OF WORI�: WIDE1�I1�G, GRADI1�G, PA VI1�G, DRAII�A GE, A1�D STR UCT URE � PROFILE (HORIZONTAL) 4 PROFILE (VERTICAL) THESE EROSION A11ID SEDIMENT C011ITROL PLANS COMPLY WITH THE REGULATIOIVS SET FORTH BY THE 111CG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016 A11ID ISSUED BY THE NORTH CAROLIIVA DEPARTMENT OF EIVVIRONMENTAL QUALITY DIVISI011I OF WATER RESOURCES. END CULVERT -L- STA 12 + 87.88 1616 E. MILLBROOK ROAD, SUITE #160 RALEIGH,IVORTH CAROLIIVA 27609 (919) 876-6888 11lCBEES #F-0326 Reviewed in th�e Office of: ROADSIDE E1�VIR01�ME1�TAL U1�IT 1 South Wilmington St. Raleigh, NC 27611 END PROJECT 17BP.6.R.75 -L- STA 14 + 75.00 �V y9� yc � L�O 9 � o, � TO BL UMA11l ROAD w000s ��1�: l \� ;� � I a� �. �, 2018 STA11tDARD SPECIFICATI0I�S Designed by: 1�ADIA MATA, PE, CPESC 3863 NAME LEVEL Ili CERTIFICATION NO. Reviewed by: MARK STALEY, CPESC, CPS WQ 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 � 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 �erms and Slope Drains 1633.02 Temporary Rock Silt Check Type � 1630.01 Riser �asin 1634.01 Ternporary Rock Sediment Dam Type A 1630.02 Silt �asin Type � 1634.02 Temporary Rock Sediment Dam Type � 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sedirnent Trap Type A 1630.04 Stilling �asin 1635.02 Rock Pipe Inlet Sediment Trap Type � 1630.05 Temporary Diversion 1640.01 Coir Fiber �affle 1630.06 Special Stilling �asin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation �gl I� `�51 1 \ ` M0005 I I II STATE STATE PROJECT REFERENCE NO. SHEET TOTAL NO. SHEETS �o�o l��o�.�.�5 �c�l STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION ER��I�N �N� �EDIMENT C�N"�R�L ME��[1RE� SEd• � DescriREion Symbo] 1630.03 °l[°�� n��llIl---------------------- TSD 1630.05 °][°��m�� Il4'�Il°SIl�]]Ca ----------------------------- � Tp � 1605.01 °]�°e�nn�po�a�y �n�� e�nce 1606.01 ��Il�➢ ��Il�e�� lF�� ________ 1622.01 7[°�� 1��s ��1 �ll�� Il�� ------------------- � �- •- 1630.02 �Il➢� 1��,�Il� �� l� ---------------------------------- � 1633.01 °][[°��,�� ]E�� n➢� �l��C➢� ��A � ll �II�Il]��]C°8,Il°� ��CJI� �Illl� `L.IIl�CII� ll �]�C�� 9'Il�llIl ��n�g �.�a� ��q�c�ry�a�nvn�e Q�r�� 1633.02 °l[[°�� ]f��➢� �n➢� �h��➢� ��e�l�---------- � V��➢� % ��n� lFnb�� W��➢� � Ew- CFW - V��➢� % �mn� IFIlb�� W��➢� � O�Il�� ll��CIl°�ll�IlllIlIl�I� ��------------------------------------- 163�.�1 �°e��y l�$�c11� �e�n�ue�n� ��u �°�1��A------------ 163�.02 °][[°��,�� lE��➢� ��Il�� ,� 7[°��--- � 1635.01 lfg�� l�n�� ➢�� lIl�� °][°��,� 7C��A �� 1635.02 1�� l�n�e ��➢�� lIl�� °l[°��.� °][°��------� 1630.0� ��Il➢��g l��sIl� -----------------------------------------------------� 1630.06 ��Il�➢ ��➢➢Il�g 1��SIl�---------------------------------- � ]E��11� ��➢�� lIl�e�� °][°��.�a 1632.01 '�°�� /� � 1632.02 �[°�� 1� � � 1632.03 °l[[°�� C � �11�Il]CII8Il7YQ�Il° ��SIlD11 ------------------------------------------------- � ll Il�Il°�Qll �II�IlIla11Il�Il�Il° �ffiSIlD71-----------------------------. �D]I�Illl�II°�i�1�Ilfl ��SIlIlIl---------------------------------------------- � THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLF�RING AND GRU��ING PHASE OF CONSTRUCTION. 0 . � � ■ �� 1 � . � � I � ■ � � NOTES: 1 � � 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 1605 OF THE STANDARD SPECIFICATIONS. . � ISOMETRIC VIEW INSET A FILL �' ^�� c+Ti �- rrninr ILT FENCE POST = I NSET A I G Y Y/"� I I L L DOWNSLOPE STAKE VIEW FROM SLOPE SIDE VIEW ., 1"-2" TRENCH J A I I ■� ■� T T ■ � 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. AL DO NOT PLACE WATTLES 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. FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT. ISOMETRIC VIEW 2' WOODEN 15"-16►► SEE INSET A FRONT VIEW FI LL ` INSET A TOP VIEW . . . . . 2"-3" TRENCH vvvvi�v�vi � v i �r�� NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. � COIR FIBER ISOMETRIC VIEW �' ( MAX _ 1 2' UPSLOPE CROSS SECTION VEE DITCH 2 I N. see Inset C � � MATTING SLOPE � J I /`�f�C EDGE OF PAVEMENT _ GROUND 2' UPSLOPE STAKE CROSS SECTION TRAPEZOIDAL DITCH NATURAL GROUND 2' DOWNSLOPE STAKE FLOW AM � 1 oz. > �A�� oZ. 'AI � 1 oz. � TOP VIEW INSET C 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. 0 INSET 6 INSET A EXCELSIOR MATTING I I NOTES: 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. STRUCTURAL STONE PLAN A 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 ROCK SILT CHECK. INITIALLY APPLY TO TOP OF MATTING EVENT THAT EQUALS 4 OUNCES OF SECTION AND OR EXCEEDS INSET A See Inset A CLASS B STONE 1' MIN � � �oo o� EXCELSIOR MATTING 2/3 CHANNEL WIDTH � _ �� ° � _ o�, SECTION A-A 0 � POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. 1' MIN o � fl O��O� 2' MIN � o�oo�oo� 00 oc� o0 00 o� O D o O � � O o � O D O �� O �� O —� � �—� � �_� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � � �� SECTION B-B . � . � o�,�- - ,. .. �� . � d► � �'' • ' EXCELSIOR MATTING � CLASS B STONE �OT TO SCQ�E III�I � � I � I C�> \ �"I� -�"I�I (�>1 C�> 1 �� I-I I � I I-I `� � . -� � " � \ (�) i'� " I � I-I � � . �� I'� (�) I . I \ . �� SITE DESCRI�TlOIU STqBI�IZATlOIU TIME TIME�RAME EXCE�TlOI�S PERIMETER DIKES9 SWALES9 DITCHES AND S�OPES 7 DAYS NONE HIGH QUA�ITY WATER CHQW) ZONES 7 DAYS NONE S�OPES STEEPER THAN �ol 7 DAYS IF S�OPES ARE 10' OR �ESS IN LENGTH AND ARE NOT STEEPER THAN 201914 DAYS ARE A��OWEDo S�OPES 30l OR FLATTER 14 DAYS 7 DAYS FOR S�OPES GREATER THAN 50' IN �ENGTHo AL� OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo III�I � � I � I C�> \ �"I� -�"I�I (�>1 C�> 1 �� I-I I � I I-I `� � . -� � " � \ (�) i'� " I � I-I � � . �� I'� (�) I . I \ . �� IL TABILIZA Tl 1� MA TTI1�G FOR EROSl01� C01�lTROL CONST LINE FROM T� SIDE SHEET NOo ST AT lON ST AT lON EST IMAT E (SY� �- -I�- 13+08 13+82 �T 70 �- - I� - I�- + 0 2 I�- + 7 5 � T 7 0 9- -I�- 13+00 13+25 I�T 25 5U TOTAI� I �5 M15G��AN� U5 MATTIN� TD �� INSTA ��0 A5 DI�E T�� Y TH� N�INE�� 8 3 5 TOTAI� 1000 5AY 1000 MMAR Y HEET U PERMAI�EI�T SOIL REl1�FORCEMEI�T MA T CONST L/NE FROM T 0 � T/MAT � Y� SHEET NOo ST AT lON ST AT lON S DE ES E S �- -1�- I 3+25 I�+75 I�T I�0 5U TOTAI� I �0 ADDITIDNA� PS�M TD �� INSTA��D 50 TOTAI� 190 5AY 200 PROJECT REFERENCE NO. SHEET NO. l7BPe6eRe75 EC-05/CONST.o4 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I C � �l 1 1 � � � �