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Home My WebLink About20190175 Ver 1_B-4427 EC Plans_20190207� � � � � � � � � � � � � � � � z ��' 0 �� w� ��w � ��Q cn�»z rt»� cnf»w �� • � L � � TON T� wp,51-IING ENVIRONMENTALLY SENSITIVE AREA( S ) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. GRAPHIC SCALE 1 : :'� PLANS � : :'� 1 : :'� THIS PROJECT HAS �EEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRU��ING PHASE OF CONSTRUCTION. BEGIN -L- PC � � I � .'� � I � I �. ��) I �� \� ��> I'� � I � I-I � � .'� I'< <�) I . I \� .'� II�I ��I�I��>\� ��)I�� I-I I� II-I ��".�� "� I'� I �� :� � _ ��. . - � 1 �� PROJECT : STA. 1 �� •� �� l�� C�> I'' C�> � I: I1� .� ��`� �)� � ��)��'�) . �. . . � � L4CA TI41�: REPLA CE BRIDGE 6 O T�E� BIG S WAMP 01� SR 1422 (MARKET STREET EXTEI�SI01�) TYPE OF WORK: GRADII�G, DRAII�A GE, PA VI1�G A1�D B-442 7 +50.0( STR UCTURE GREU TL-3 TYPE-III STATB BTATB PROJ6C1' RBRBRBNCB NQ SHEET TOTAL NO. SHEETS �� B-��i EC�I STATB PROJ. NQ R A. PROJ. N0. DBBCRIPTION 17BP.2.R.89 N/A PE ER05ION �1ND SEDIMENT CONTROL ME�I5URE5 � 1630.03 1630.05 1605.01 1606.01 1622.01 1630.02 1G33.01 1G33.02 163�.01 163�.02 1635.01 1635.02 1��.�� 1630.06 1632.01 1632.OR 1632.03 . . s"� �°�� ➢� � �euvuj�m��°g �n�e�°simlrn . .. .. .. .. .. .. .. .. .. .. .. _ . _ _ � ,�,p -� °]Ce��,�y �� IF��C� - - - - - - - - - ��e�n�ll ��1�� ➢ lFe��e �C�]��Il°�]Pq' �eIl°]CIl➢S �1171�1 �ll�]�� Il°�Il]CIl3 ................... �� Illl� ��1.SIl➢➢ ll j�]�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Y�%�/J ILLGGIJ 7C��,�� ]E��l� ��➢� ��➢� 7C�� ll ��HO]��Il°�Il°� ��CJI� �Yll� `1�llIl�C11� ll �]�� b4Il�111 �a��i�ag �,�n� ��c�q��nn�e ��A�� lE��ll� �n➢� �➢��11� 7[°��1�..........' YV ��ll� ��IlII° 1[' Il I��Il° tlV ��ll� � BN- �- Yi' �i��ll�� `I��IlIl° �IlI��Il° Wi' �i��ll� � ��}� l��➢��.�� l�Al�� .�� ]E�� Il�� ']c��A ��]C�][DmIl°�Il°� ��11� ��QllIl]CIlIl�It�� ,Il1Y� ��][D��- - - - � IE��➢� l�Il�� Il�� °�°��.� °�°��A ]f��➢� ]�n�� lle� �e�ln�� '][[°��.� °l[°��1�......� ��n��n�ag ��sn�a ................................................... � ��ecna� ��n��i�ng ��si� � ��CJI� �B�ll�� QllIldVDBIlll� �ll��Do °][°�� A A �� °l[°�� C �� s�� Ca�� n��e� 1��.�n� ��ll��n�� l��.s�� .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . � T � NC �71 END PROJECT B-4427 PROFILE (HORIZONTAL) THESE EROSI0111 A11tD SEDIMENT C011lTROL PLANS COMPLY WITH THE REGULATIDNS SET FORTH BY THE 1VCG-010000 GEIVERAL COIVSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016 A1VD ISSUED BY THE 11IORTH CAROLI11lA DEPARTMEIIIT OF E11lVIRONME11lT A111D 11lATURAL RESOURCES DIVISION OF WATER RESOURCES. PROFILE (VERTICAL) Prepored in th�e Offfce of: MI E1�GI1�lEERI1�lG, PLLC 1011 SCHAUB DRIVE, SUITE 100 RALEIGH, NC 27606 SR 1422 (MARKET STREET EXTENSION) Rev%wed in the Office of: R OADSIDE E1�VIR 01�ME1�TAL U1�lIT NA NA 2011 z � � � 2018 STA11tDARD SPECIFICATI011tS Desfgned by: I�ARE1� HEF11 rER, PE 3824 NAME LEVEL lii CERTIFICATION NO. Rev%wed by: A1�DREW BLAI�IKEI�SHIP, PE, CPESC 1 South Wilmington St. Raleigh, NC 27611 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 1605.01 1606.01 1607.01 1622.01 1630.01 1630.02 1630.03 1630.04 1630.05 1630.06 1631.01 -L- POC STA. 2 9+ 2 0. 00 Railroad Erosion Control Detail Temporary Silt Fence Special Sediment Control Fence Gravel Construction Entrance Temporary �erms and Slope Drains Riser �asin Silt �asin Type � Temporary Silt Ditch Stilling �asin Temporary Diversion Special Stilling �asin Matdng Installation 1632.01 Rock Inlet Sediment Trap Type A 1632.02 Rock Inlet Sediment Trap Type � 1632.03 Rock Inlet Sediment Trap Type C 1633.01 Ternporary Rock Silt Check Type A 1633.02 Temporary Rock Silt Check Type � 1634.01 Temporary Rock Sediment Dam Type A 1634.02 Temporary Rock Sediment Darn Type � 1635.01 Rock Pipe Inlet Sediment Trap Type A 1635.02 Rock Pipe Inlet Sediment Trap Type 3 1640.01 Coir Fiber �affle 1645.01 Temporary Stream Crossing See Sheet � A For I ndex of Sheets See Sheet �B Fo� Conventionol Symbols NOTES: 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 1"-2" TRENCH F I L L �' ^"� nT� T rrninr �ILT FENCE POST = I NSET A I G VY/'1 I I L C DOWNSLOPE STAKE VIEW FROM SLOPE SIDE VIEW . _ ►► ... _ __. _ PROJECT REFERENCE NO R�W SHEET NO. ROADWAY DESIGN ENGINEER 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 FILL � INSET A 2"-3" TRENCH 2' WOODEN 15"-16►► SEE INSET A FRONT VIEW TOP VIEW SHEET NO. HYDRAULICS ENGINEER ; = . . . . . . vvrvivv`vi ` v i �� III�I��I�I(�>\ �"I�.��"I�I�: C�>I.. (�> I �� I-I I � 1 I-I � � � . -� � " � \ C�) I'� " I � I I � � . �� I'� C�> I . I \ . �� SITE DESCRI�TlO�I STABI�IZqTlO�l TIME TlI�E�RqME EXCE�TlOIUS PERIMETER DIKES9 SWA�ES9 DITCHES AND S�OPES 7 DAYS NONE HIGH QUALITY WATER CHQW� ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF S�OPES ARE 10' OR �ESS IN �ENGTH AND ARE NOT STEEPER THAN 2o191q DAYS ARE ALLOWEDo SLOPES 30l OR FLATTER Iq DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN �ENGTHo A�� OTHER AREAS WITH S�OPES F�ATTER THAN �ol Iq DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo P TING DETAILS SEEDLING / LINER �AREROOT PI.ANTING DETAIL HEALING IN 1. Locate a healing—in site in a shady, well protected area. 2. Exca�ate a flat bottom trench 12 inches deep and provide drainage. 3. �ackfill 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. � �j�� / . ��. ��j��j� � � � � ��A��A� � � � � �� j � � _ . i. � 4. Place a single layer of plants against the sloping end so that the root collar is at ground level. �'�� i-.11` 'n �.� I� ��/�i-.o�� 1�,�,:��,� ��; � �'� �' �� 5. Place a 2 inch layer of well rottedy '';�' �' ' sawdust over the roots maintaining � � � � � �/ � � a sloping angle. � ,, `� � �j�/..�.� � - �- � i �i�� - � i��%�� . ,��% � � �� 6. Repeat layers of plants and sawdust as necessary and water thoroughly. . i DI��LE PI�NTING METHOD USING THE K�C PLANTING �AR 1. Insert planting bar as shown and pull handle toward planter. 4. Pull handle of bar toward planter, firming soil at bottom. 2. Remove planting bar and place seedling at correct depth. / 5. Push handle forward firming soil at top. PLANTING NOTES: PLANTING �AG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. , K�C PLANTING �AR Planting bar shall ha�e a blade with a triangular cross section, and shall be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. 6. Leave compaction hole open. Water thoroughly.