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Home My WebLink About20190223 Ver 1_17BP.6.R.90 EC Plans_20180918_20190219� � � � � � � � � � � � � � � � z �� w�� W �� Q ��z �� w �� . • • � • • ro N� 8� �BYP. � -- - ____ LOCATI01�: REPLACE BRIDGE 178 OVER BRO LV1�lS CREEI� TYPE OF WORl�: GRADII�G, DRAI1�lAGE, PA VI1�G A1�D STR UCTURE BEGI11 t PR OJECT 17BP. 6.R. 90 -L- POT STA. IO + 93.28 ---_ -L- �---- SR 1145 (MARTIN LUTHER KING DRIVE) - -- --- �� BE�IIV BRID�E -L - POT STAo l4 �78000 THIS PROJECT C0111TAI11tS EROSI0111 C011tTROL PLAIIIS FOR CLEARI11rG A111D GR UBBIIVG PHASE OF C011lSTR UCTI0111. � � 1�i�2.03 llO��JI� �IlIlll�� QllIlIl�Q�IlIl� �IC°�]�o �°�� -------------------------- A� �� ---------------------------�� --------------------------C� ��llIl7ri1 Il7YIl�IC° ��IlIlIl - - - - - - - - - - - - - - - - - - - - - - - - � �Il�IC°�� IlIl1CllIl7Yll�]C° ��I�IlIlllI- - - - - - - - - - - - - - - �IlIl�Il��IC°a'U�Il�IlIl �a'�SIlIlIl- - - - - - - - - - - - - - - - - - - - - - � GRAPHIC SCALE � :': � PLANS � ■■■ ..� PROFILE (HORIZONTAL) 0 PROFILE (VERTICAL) THESE EROSI0IV AND SEDIMENT CONTROL PLAIVS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GEIIIERAL CONSTRUCTl0111 PERMIT EFFECTIVE AUGUST 1, 2016 A1VD ISSUED BY ENVIR01VME1VTAL QUALITY DIVISI011t OF WATER RESOURCES. �� l�� 1 �� . . �� `� � .� ; . � I� . �„ �� I�� ) I'� l�� I'< <�) I'' ��> � I��: II) ,; �' �) � � � �� .� . • ��, � � � �� , \ . . . \ ,, , 01�1 SR 1145 (MAR TI1� L UTHER KI1�G DRI T�E) Prepared Tn the Offlce of: MI E1�GI1�lEERI1�G, PLLC 1011 SCHAUB DRIVE, SUITE 100 RALIEGH, 111C 27606 � �� Revlewed ln t/� Offlce of: ROADSIDE E1�VIR011tME1�TAL U1�IT 1 South Wilmington St. Raleigh, NC 27611 2018 STA11lDARD SPECIFICATI�11lS Deslqned bye KARE11l HEFI�ER, PE 3428 NAME LEVEL III CERTIFICATI011i NO. Revlewed byr 11t�ELLE RI11lG, CPESC 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 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 E11tD PROJECT 17BP.6.R.90 -L- PT STA.18 + 47.39 �' I � ; ,�,,�_ _ �- - -: � EIUD BRIDGE -L- POT STAo 15�58000 I � I � �� ! STAT]E S°I°.�°1C]E I'R�J�CT ][$EFlER1ENCE N�. ��T ��`��' N�. 3HEE°PS � � � � li��oRo6a90 ECpI 6TATE PR�J. NO. F. A. FR�.V. N�. IDE9CRIFTI�N ��N �N� ��M�N'� C�N��L M��1�� S d• � �escripEion Symbo] 1'U�o.o� ��IlflIl][D�]C�l]C°� �Illl� �Il��1C�- - - - - - - - - - - 1°9n 1630.05 ��,� �Il��°�Il�➢71--------------- - 'lf°� - 1�i05.01 �� IF�� 1606.01 ��a�� la�� C�� ]F�� - - - - 1622.01 �°��,� I�� Il�� - - - - - �� 16�Oo02 �a�� I��a� �� I�_ _ � 1�,33.01 �� 1� �Il�� l��l� ��P�- - - - - - - - - � ��Il7Cll][D�l�a'�IC°� ��Jk� �Illl� V�1CIl��1l� �jv�� ,��IlIl7L� �,IlSiQll ��ll1V�,�IC°g'll�LIl7YllIlQll� A��1� - - 1633.0� �� ]I��➢� �Il�� 1� 1�3�v01 1�3�.0� 1635.01 1635.0� 1630.0� 1630.0� �S Il � 1CIl - - - - - - - - � �i�tY 1I1C1I��tY 1I � V'V' ��ll� � ��IlIC° ll' IlI��IC° �V�' ��ll� � Ew cFw- V'V' �l.��ll� �¶ ��IlIC° �IlI��IC° V'V' ��ll� � �'YIl�llIl ��ll�V�,�IC°�Vlla`A,Il7CllIlQ1L� �1��- - - - - - - - - - - - - - - - - - - ��Il7Y➢]��1��IC°g' ��Jk� ��QllIlIl7YQ�Illl� ��Il7YIl �g']��- - - - - - QO�O o0 ��llllll��IC°�1IC°� ��11� ��QllIlIl7YIl�ICIl� �a�Il7YIl �)V]��- - � ��11� 1C"Il][D� �Il7ill�� Q]LIlIl7Y11�➢Il� �IC°a�]� �}v][D��- - - - - - - ��"aa6" ��ll� �Il][D� �Il7ill�� Q1LIlIl7TIl�➢7l� �]C°a�]� ��]�D��- - - � ��IlllllIlIlIl� ��I�IlIl� � �][D��Il�1ll ��IlllllIlIl7l� ll➢�1�IlIl71- - - - - - - - - - - - - - - - - � t TO ELIZABETHTOWN Nc s� �sus.� 1�32.01 1632.02 EUZABETH TOWIU CITY UMITS 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 � �� o o �o� O O EXCELSIOR MATTING 2/3 CHANNEL WIDTH � ^ �O D o �, � O �, i SECTION A-A O 1' MIN POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. EXCELSIOR MATTING D � t� � � �� H= 2' MIN o 0000�000 � � � � � � � � G 1 O o o O o o O o o O D o O o � On�On��n�On�On�O< �„�„� _ �I I I-I I I-I I I SECTION B-B 12 ►► � o�^°�� ° o� D p � CLASS B STONE �OT TO SCq�E �� / � . � � I � ■ � ► 1 � � NOTES: USE MINIMUM 12 IN. DIAMETER EXCELSIOR 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 1"-2" TRENCH FI LL S' ^"� nTi r rrninr �ILT FENCE POST = I NSET A I G YY/`"� 1 1 LL DOWNSLOPE STAKE VIEW FROM SLOPE SIDE VIEW ._ _� �. . _,► .-.---. - �� "I� .�� "I� I�: C�> I�. C�� I �� I-I I � 1 I-I � � � . �� \ C�> I'� " I � I-I � � . -� I'� (�> I . I \ . -� SITE DESCRI�TlO�I STqBI�IZqTlOIU TIME TIME�RqME EXCE�TlOI�S PERIMETER DIKES9 SWA�ES9 DITCHES AND SLOPES 7 DAYS NONE HIGH QUA�ITY WATER CHQW� ZONES 7 DAYS NONE S�OPES STEEPER THAN 30l 7 DAYS IF S�OPES ARE 10' OR �ESS IN LENGTH AND ARE NOT STEEPER THAN 201914 DAYS ARE A�LOWEDo SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR S�OPES GREATER THAN 50' IN �ENGTHo AL� OTHER AREAS WITH S�OPES F�ATTER THAN qol 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo