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HomeMy WebLinkAbout20160976 Ver 1_04 - B-5760_reu_ec_CompleteSet_20161012• � d� •. O SR � 458 T �� �� � � ��� � ����� � � � � � � � � � � � � � I" I '� � � . i .\ � \ ' ��. . I� ., �, I�� ��) '�'� I" I'� C�) I" ��) � I��: II) ,, �� �) �� � l� \� � �' �� \� � � �) �� /% // //� /% , � � . . . � �� LOCA TI01�: BRIDGE 1�0. 79 O T�ER 1�AI�ED CREEI� 01� SR 1424 (J01�ES SPRII�G CHUR CH R OAD) TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G � STR UCTURE THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALE PLANS THESE EROSION AND SEDIME11lT C011ITROL PLAIVS COMPLY WITH THE REGULATI0111S SET FORTH BY THE NCG-010000 GEIVERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 AND ISSUED BY THE 11lORTH CAROLINA DEPARTMEIVT OF ENVIR0111ME111T A1VD NATURAL RESOURCES DIVISION OF WATER RESOURCES. Prepared ln the Offlce of: 1025 Wade Avenue Raleigh, NC 27605 Te1:919-789-9977 E N G I N E E R I N G & Fax:919-789-9591 CONSTRUCTION License:C-2197 2012 STA11tDARD SPECIFICATI011tS Deslgned by. A11 tDRE W M. HO WELL, PE 3105 NAME LEVEL I77 CERTIFICATION NO. Revlewed In the Office ofe ROADSIDE E1�VIR01�ME1�lTAL U1�IT 1 South Wilmington St. Raleigh, NC 27611 2012 STA11tDARD SPECIFICATI0111S Reviewed by. WES CHA11 tDLER, EI STATE STATE PROJECT REFERENCE NO. ����� ����� N�. ��li�i�°fl'S � � � a ��5i�0 �Ctll STATE PROJ. NO. F. A. PROJ. NO. DESCR[PTION ����I�N �lN� ������N� ��N���� ���1��1��� �Ed. � �escripEion �ymbo] 1��0.0� ��IlQIl]��ll°�l]C°�V �Illl� �Il��1Cb TSD 1630.05 °]I°�������� �a����Il�� � TD 1�05.�1 �I°�������,� �Il�� lF���� 1'�Do'�/.01 �][D��Ila`dll ��QllIl��Il�� ��i�IlIl�]C°rSDll ll' �IlIl�� 1�22.01 °II��������� 1����� ���ll ����� ���Il�� �� .- 1'rDNoe�G �Illl� ��1�IlIlIl �g']�� � � 1���.01 °II"�������� ���]� �Il➢d ����1� ������ � 1�3�.02 1�,30°0� 1��2.01 i�32.�2 1��2.03 TO DERBY ��Il1t➢��IC°a'�IC°� ��QJI� �Illl� �lll��lk� �g']����1� �Y➢�IC� A�'11�1.�1�IlIl11� m"I.IlIIIQll ��llg'dl,�]C°D'll�L�17mIl�11L� ��d�ll�'lll�--------------------- � ��IIIl1l��1C°B�I,IC`1V ���Jk� �Illl� �111��CJf� �1V�D��� - - - - - - - - - - � V'V' a°A��ll� ���Il]C` �IlICD�]C° VV a`���ll� � EW- cRw- �c���ll� � ��Il1C° �IlIID�IC` �V ad��ll� � 6�YIl�ll� ��.Ilg'�14']C°jVll�LIl1YilIlQll� V���� ��Il�ll]�QDIC°a�]C°g' ���11� ���(llIl]Y➢ll�➢ll� �a°41Y�11 �jv]����............ So�O�o ��������, ���� ���Il���� ��� �, ���� � 1�l��CJI� �Il]�� �Ilgll�� ���llIlIl'�7l�llIl� �II°�t.�D ��'][D��� - - - - - - - o�� lIO��JIs 1f"nJ�� �u�ll�� ��Qunu1Y��lYd� ll II'�]� Jl �'��c� �000° �(�IlllllIl➢7l� lllla°��IlIl➢ � �]���Ila�l ��IlllllIlIl1g llD�1�IlIl]l � 1 ��d',1hi �1]Ill�� ���1tIlIl1111�➢111� �II°�I]po �g���e � - " ' � ���� � � � ���� � C� �Jf�IlIl7YIlIlI���° ���Illro � �Il�IC°��L �1k�IlIl7Y11Il7Cd�]C` ��t.�Il➢Il------------------------------ llII27C1��;]C°�l.�Il�Il71 �a°h�IlIl7l---------------------------------------------- � HIGH QUALITY WATEK(S) I:XIS"1' ON THIS PROJECT High Quality Water Zone(s) Exist From Sta. l2 + SS -L- to Sta. 15+30 -L- Refer To E. C. Special Provisions for Special Considerations. Roadway Standard Drawings THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF �ONSTRUCTION. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. ENVIRONMENTALLY SENSITIVE ��RF,�( S ) F.XIST 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 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 1605.01 1606.01 1607.01 1622.01 1630.01 1630.02 1630.03 1630.04 1630.05 1630.06 1631.01 Railroad Erosion Control Detail Temporary Silt Fence Special Sediment Control Fence Gravel Construction Entrance Temporary Berms and Slope Drains Riser Basin Silt Basin Type B Temporary Silt Ditch Stilling Basin Temporary Diversion Special Stilling Basin Matting Installation 1632.01 1632.02 1632.03 1633.01 1633.02 1634.01 1634.02 1635.01 1635.02 1640.01 1645.01 Rock Inlet Sediment Trap Type A Rock Inlet Sediment Trap Type B Rock Inlet Sediment Trap Type C Temporary Rock Silt Check Type A Temporary Rock Silt Check Type B Temporary Rock Sediment Dam Type A Temporary Rock Sediment Dam Type B Rock Pipe Inlet Sediment Trap Type A Rock Pipe Inlet Sediment Trap Type B Coir Fiber Baffle Temporary Stream Crossing P TING DETAILS SEEDLING / LINER BAREROOT PI�NTING DETAIL HEALING IN 1. Locate a healing—in site in a shady, well protected area. 2. Exca�ate a flat bottorn trench 12 inches deep and provide drainage. 3. Backfill the trench with 2 inches well rotted sawdust. Place a 2 inch layer of well rotted sawdust at a sloping angle at one end of the trench. a� r 4. Place a single layer of plants �/ �'' i% against the sloping end so that � the root collar is at ground level. �� � � �A�� �� � /�/� : //��j/\�j// //\� j\\%/ i��% ��/ . 5. Place a 2 inch layer of well rotted sawdust over the roots maintaining a sloping angle. L 1 J_ L'.1 J_' 1 J._ L 1 J'-' l_ 'L �j . /��/ �%// / � �i� . . i � ' , 6. Repeat layers of plants and sawdust as necessary and water thoroughly. DIBBLE PI.ANTING METHOD USING THE KB� PLANTING BAR 1. Insert planting bar 2. Remove planting bar as shown and pull handle and place seedling at toward planter. correct depth. 4. Pull handle of bar toward planter, firming soil at bottom. / 5. Push handle forward firming soil at top. PLANTING NOTES: PLANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. KBC PI.ANTING BAR Planting bar shall have a blade with a triangular cross section, and shall be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUIVING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. 3. Tnsert planting bar 2 inches toward planter from seedling. 6. Lea�e compaction hole open. Water thoroughly. 0