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HomeMy WebLinkAbout20170804 Ver 1_B-5516_EC_22x34 SET_20170630� � z 0 U i � � e� � a i � O � U Z J m a � Z W � � a 0 � � c a� � � O 0 U i � � a � � 0 0 U Z � w > H � 0 � O J � � 0 N � � , 0 � w � a 0 � W � � C � � _ � � i C� w i �9 � � i m Q U � � N i � � 0 � � C 0 c� C O o� 0 � w i � � � � m � Q U � � N i � i � � � S. � 0 � � � ,� � � � 0 � � N LO � H m � � Q U i 0 �o / Q O O J � � N � � O I � .� a� -F-- -►- � T � Li Q U � � N � � � c 0 � 0 � � 0 a � � 0 � �-- � � 0 � Q � 0 � 0 � 0 � � U � L � � O z w J H � • � COLOR CODE LEGEND EROSION CONTROL ITEMS IN CLFARING AND GRUBBING PI�ASL — SHOWN IN PURI'LL EROSION CONTROL ITEMS IN FINAL PHASE — SHO`VN IN ORANG� �ROSION CONTROL ITEMS IN BOTH C&G AND FINAL PHASLS — SIIOWN IN GRL:L'N EROSION CONTROL � 0�% SU BMITTED: 10-10-2016 SUBMITTAL S-009 GRAPHIC SCALE 25 0 50 100 PLANS BEGIN TIP PROJECT B-5516 BEGIN CONSTRUCTION —Y2— STA. 13 + 75.00 THESE EROSION A1VD SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIOIVS SET FORTH BY THE NCG-010000 GEIVERAL C011lSTRUCTlON PERMIT EFFECTIVE AUGUST 3, 2011 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIROIVMENT A1VD 11lATURAL RESOURCES DIVISION OF WATER RESOURCES. TO RAEFORD ����� �� �� �� � ����� �������� �� �� ����� I�� I..�� \ I�� (�> l�� l�� l�� (�� I'' C�� � I�: I1� - (1-���' "�' )� )\ ( )\..�' ) < < < < . l � \ . . . � � L�CATI011t: SR 3569 (RAEFORD ROAD) OVER B 011 tES CREEK (LAKE RIM R U11lOFF) TYPE OF WORK: DESIG11t B UILD AS SPECIFIED I11t THE SCOPE OF WORK C0111TA11�ED I1� THE REQUEST F�R PROPOSALS. REPLACEME11tT OF BRIDGE 1110. l4. EN D TI P PROJ ECT B-5516 END CONSTRUCTION —Y2— STA. 22 + 72.63 BEGI N BRI DGE —Y2— STA. 16 + 87.8 Prepored by: ���HDR Engineering, Inc. of the Carolinas BARNHILL 555 Fayetteville Street, Suite 900 Raleigh, N.C. 27601 CONTRACTING N.C.B.E.L.S. License Number: F 0116 � COMPANY 2012 STAIIIDARD SPECIFICATI01�lS Designed by: Wyatt D. Yelverton PE, CPESC 3609 NAME LEVEL III CERTIFICATION NO. LAKE RIM � � �_ � �--------� � .----��, �� / \� � / 1 � � � '� ` \ / �'�---_ �^� /� \�� ` � � ---- � � ► �� L L I ��,1� 1�� / \�� i —__ �_ i � � � i � `� i ► �� � ----___ � ,-' � i ' i���...-_,__ ,, `-- � \ � � �.�— \ �-- j l � / / ���'— � •_� � �♦ �� �...' � � _ � // ��.:.�� �---�� ��� I / I �� ���...�\ ------��� ��� END BRIDGE ;; � � � —Y2— STA. 17 + 60.13 �;�:� � I �'' � � ; 1�; I ReyieWed in th�e Office of: ROADSIDE E1�VIR01�ME1�TAL U1�IT 1 South Wilmington St. Raleigh, NC 27611 2012 STAI�DAR.D SPECIFICATI0I�S ReyieWed by: Mark Staley EI, CPESC, CPS WQ TO FAYETTEVILLE �'t'ATFy �['ATE PR(3i�[' R1�3f�BRB�T�M1 `NO. $HEET TOTAL �p, 9HEET9 �. V a�i� V-5516 1 s!r�mr� �Aor.�va �.�.�Ro1.�va ��wwr��t 34817.3.13 NHP-0620(031) E���IO� A�� �E�I�IE�1'� �'0�1T� OL �IEA�iI�E� .� Y���� � 1 y''� �`�]rs���ffaIl°g l�fl�� �Il��ie------------------ '� 1 � ��av��o���g �ad���io�------------------------ mD 1 � 1 �J["���mP��y ��➢� ]F����------------------ 1 � 1 �]���i�� ���nrcu���� �o��u°�� �' ��� - - - - - - 1 � 1 `]["���o���� 1����� ��� �➢m�� ���i�� - - - - - - - - - - - - - - - - �� � 1 � �f�� ���fu� 7["��� �-------------------------- � 1�$�1 �C���m���� lf�m�➢� �f➢� ����➢� ������- - - - - - - - - - - - - - - � yl[°�������� ll�.��l� �f➢� ����➢� 'll`����� ���� ������� ��a �����������Il�� <���� - - - - - - - - - - - - - - - - � ���� ��������� ���� �a�� C���� �°����� - - - - - - - -> ������ ��oaa° �'n�a�� ������----------------------------- � W��Ell % ���� ]Fa��� ����➢� � ���� ��➢y���������� �]�A�-------------------------------- 1 1 y][°�������� l[���➢� �������� ��.� ']c����A- - - - - - - - - - 1 �` ��av��m��,�� �.�G� ���i�i��� �Srt�E �3 ����- - - � 1 1 ]E���l� ]f�n�� ��➢�� �������� �C��� '1�"����� - - - - - - - - - - - � 1 � l(�m�➢� 1���� ��➢�� �������� �C��� '�°����1�- - - - -� � 1 ��i�➢iu�� l���i�e-------------------------- - -------------- � 1��� ������� ��$��n�� l���Il�-------------------------- � lE���ll� ����� ���f���n� ����; ll� 1��1 '��°��� �----------------------------------------- A 1��� '1�°y�� l� - - - - - - - - - - - � i���i �`��� � ------------------------------------------- C ��imixa��� ]���n�E---------------------------------------- � ll I�Il°�� �JI�Il�'Q�Q81�Il° ��91II1t------------------------ ���i�����ior� �s�ia�-------------------------------------� ������ �����-------------------------------- 1F➢���fi�� -------------------------------------- ������������������������������� ��a°��a�� ��,� wn��n ��i�Lru��� --------------------- o THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLF,ARiNG AND GRUBBING PHASE OF CONSTRUCTION. 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 2012 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 I'ence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Speeial Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction �ntrance 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 Roek Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Roek 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 I'iber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation � � � � � H a � w 0 U W i lD � � m � Q U � � N � � i O � � c 0 U C O .� O L w � �o � � � m � a U � � N � / � � N � � O � d C Y L O � N l9 / � H m � Q C� i � O � � / J a a O Z � H � � � I � U � W + i � ��o �� � o� ��_ Z N - .� � ao N J ~ + m Lf� �- a � � W T Z� � W h-� �i � � a U � � N i �� o� N C �� �� �o }o� °- � o � W a � � � � Q C � o 0 a, s- � � � � o `� o ° U � i a �-- � o a � , o � � 0 o �o U � Z + p � V � � i W > ,� � � L H T O o�z ��w ow� J ln H � � L.� SEDIMENT CONTROL STONE STRUCTURAL STONE EXCELSIOR MATTING FLOW 6 -- � l l . _iI "_i��'_i'"_�-+"_iI'_. . � ♦ ► � ♦ i� �, ♦ � � 1 � � ♦ ► � ♦ � �� � �� I� �J � �� � ��� �� �I � �� � 1 ► � ♦ � � ♦ �� �, • ► ♦ � • t �� � � • ► ♦ • �"• �"� �"� �"• �"�► �'"• �"• � . � ♦ ► � ♦ ► � ♦ r �, ♦ ► � 1 ► � • ► � • ► � ♦ ► ,� � � i i i � � � .� .�� .� �,� .� �.� .-� .� . ► � ♦ ► � 1 ► � ♦ �• �, ♦ ► � � • � ♦ ► ,, ♦ ► � ♦ ► r I 1 ' I � ' I � � 7 1 ' I � ' �/ � ' I � ' I 1 ' � � _ ♦ ► _ 1 ► � ♦ r �, ♦ ► � � � � ♦ ► ,�1 ► _ ♦ � • �� -. ��'. � -�, � -. � -v � -• �'. "�', � • . � ♦ . � • .� �, • . � � • , • �. � • . � ♦ � �♦ � �♦ .� ��I � �♦ � �•I � �♦ � �♦ • • � � ♦ � � �� !� �, ♦ ► ♦ 1 � ♦ ♦ ► ♦ ♦ � + i � i i i i ♦ 1 ♦ � J 1 ♦ � �I � ♦ � I � ♦ � � ♦ � �, • ► � 1 ; � • � � • � � �/ �',� �'� � � � � �• • � � t ♦ �' ♦ � ► ♦ • ► ♦ ♦ ► ♦ •♦ �',� �'♦ �'�► �'♦ �•.� �•. ,•. �•• ��� ��� _.� �, -.�� . _•�- . _•�-_ . �■ �' �� _.� _ _ ♦ . � • i i • � .��,,�11v' . EXCELSIOR MATTING 2/3 CHANNEL WIDTH � � o � < �D ��O SECTION A-A 0 NOTES: INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ' — ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. A PRIOR TO POLYACRYLAMIDE A SOIL SAMPLE FROM PROJ ECT MATERIAL, AND ANALYZE FOR TO BE APPLIED TO EACH ROCK See Inset A INITIALLY APPLY TO TOP OF MATTING EVENT THAT EQUALS � (PAM) APPLICATION, OBTAIN LOCATION, AND FROM OFFSITE APPROPRIATE PAM FLOCCULANT SILT CHECK. 4 OUNCES OF SECTION AND OR EXCEEDS ■� ■ POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. INSET A CLASS B STONE _ - � . . � . ,� —�� _.� � 1 ► � ♦ ► , ♦ ► � �i �� �� 12►► �• . , • . � • . , • . � • . �. ♦ ��♦ ��♦ ��♦ ��• ��♦ � SECTION B-B EXCELSIOR MATTING � CLASS B STONE NOT TO SCALE IL MA TTI1�G I1�1 DITCHES �� V ����d. \ � " I � �� � � I : C�� I . (�> I I � i I � � � �� 1 " � . - C�> 1'� � I � I � � •� 1'� ��> I . . � -� TABILIZA TI 1� MM R Y HEET U CONST � FROM T 0 SHEET NOe L NE ST AT lON ST AT lON SIDE EST llliiAT E (SYJ Y 17+ I + �T Y I + + �T T D�T I I � CONST � FROM T 0 SHEET NOe � NE ST AT lON ST AT lON SIDE EST IMAT E �SY) �� V ����d. \ � " I � �� � � I : C�� I . (�> I I � i I � � � �� 1 " � . - C�> 1'� � I � I � � •� 1'� ��> I . . � -� SITE DESCRIPTlO STABI�IZATlO Tl E Tl �RA X PTlO S E E E CE PERIMETER �IKES9 S�ALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY ATER (HQ ) ZO ES 7 DAYS NONE IN IN N SL.OPES STEEPER THAN 3�1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 201914 DAYS ARE ALLO�ED� SLOPES 30l OR FLATTER Iq DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTHo ALL OTHER AREAS �ITH SLOPES FLATTER THAN q�l Iq DAYS NONE9 EXCEPT FOR PERIMETERS AND HQ� ZONES� C � � _ � � i U W Q U O� � N i � / O � � C O U C � .� O � w i � L.n L.Ci m i Q U � N � Z N O � � N � W � � N � � O � � c � � 0 � i N lD i � H m 0 Q U i O l.0 � - + a 0 C' � � J V � � �- U � -i-- w � � �-- � o o � o � � U O = Z � �> N W � � J N -� m � a T � W p Z � � W h-� i � t- Q C� � � N � � � � / N [ \ � O + \ p � O +- � a O O W �- � � � � a � � o 0 c �- a� � , � � � 0 0 o � U p. � � � � Q p H C � .O 0 � U � Z U � i �L � � � T � H � � � U Z � � � W O W J J N H � � L.� DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � 'j'� �tgt Slope Ground �? • j p F�O Min. D= 1 Ft. 1 1\ V I Y\ J 1!l. 1/ I V V — 1 L— 1 V J 1 I"�. 1 V I J V — 1 L— 1\ 1 CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. NOTE: PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CLEARING AND GRUBBING PHASE. a� `���� �^. i , ` .��.� � ��. - ,--_ �.'� � �� �� � �-� � `��\��\������� � \� � �, \ � � ��� ��. �. � �� ` �� �� �����. � �`� l � �\ �. �� � \ \�� � ` �, \� ` �• ♦� ��` �' e s, PROJECT REFERENCE NO. B-5516 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-4/CONST.4 HYDRAULICS ENGINEER i� i� l i� l � : i���%: � �SS , �, , _, � ,—�� HDR Engineering, Inc. of the Carolinas `� ; � �,- . ; � .' � � ' ► r' /� � ; `�' 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � ' � � ' �---- � � � � � � � � ' � r � � ' � N.C.B.E.L.S. 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