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HomeMy WebLinkAbout20180007 Ver 1_I-3804 EC Cut_20180719• � � ENVIRONMENTALLY SENSITIVE AREA( S ) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. THIS PROJECT HAS �EEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLF.ARING AND GRU��ING PHASE Or CONSTRUCTION. . c�rr"v"�i ° Ts n ' � J Tp c � �^.O J- ._„' �qRL�TT� � � I � ; � r�!.... z � � sR 2�so � ; � F��-� \ 1 LANE ST � ;; � ,o I � -� ^ � ,� O �, _ ,;j� � � � � ' � �.. : � �� SR 2000 BRANTLEY RD � � � � �,� _--� � 1��J GRAPHIC SCALE 50 25 0 50 100 PLANS �.I���� �� �� �� d J1 ����� �������� �� �� ����� l�' I '� \ . ` ` . � I �� .�� I.- ��� l•� l�� 1�� (�> I'' C�> � I�: I1� ,' �� )� )\ ( )\ � � �' ) � i � . ♦ ♦ � i �) / ��• �` \. C \ - 1 . � 1 l � . \. . . • � . L�CATI01�: I-85 FROM 1�ORTH OF LA1�E ST (EXIT 63) TO 1�ORTH OF US 29 /601 C01�1�ECTOR I1�TERCHAI�GE (EXIT 68) COLDWATER CREEK � 1� 1 D ��- �., � ' SR 1308 : MOOSE RD . . , THESE EROSION AND SEDIMENT C011tTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTIOIV PERMIT EFFECTIVE AUGUST 1, 2016 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT A11iD NATURAL RESOURCES DIVISION OF WATER RESOURCES. TYPE OF WORI�: GRADII�G, DRAII�A GE, PA T�I1�G, G UARDRAIL, STR UCTURES, � SIGI�ALS BEGI N TI P PROJ ECT I-3804 -Y115- STA. 46 + 30.00 STRUCTURE SITE 8 SR 1221 OLD BEATTY FORD RD � STRUCTURE -Y115- SITES 9 & 10 RELOCATED OLD BEATTY -Y16- FORD RD SR 1243 a DAUGHERTY RD 17 � STRUCTURE SITE 11 -Y17- SR 1232 PINE RIDGE RD � �� `�,s �9 20 „� R� �--2 � - - - - -- � _ �h _. a j�! `� STRUCTURE SITE 2 STRUCTURE SITE 1 END TIP PROJECT I-3804 -Y115- STA. 76 + 15.00 END TIP PROJECT I-3802A -L- STA. 484 + 40.00 BEGIN TIP PROJECT I-38026 -L- STA. 484 + 40.00 BEGIN CONSTRUCTION -L- STA. 483 +40.00 Prepored in the Office of: HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 2012 STA11 tDARD SPECIFICA TI0111S Designed by: Wyatt Yelverton, PE, CPESC 3609 NAME LEVEL III CERTIFICATION NO. STRUCTURE SITE 3 -Y18- SR 1337 LENTZ RD l � ��� -Y21 � '� US 29 � COLDWATER CREEK STRUCTURE SITE 7 STRUCTURE SITE 5 -Y2 8- � SR 2740 MAI N ST ,�, � ,�; � � � �' �� .���� 1 ��� � .�4 � � �, �!; . ;�• STRUCTURE `- SITE 4 _Y19- NC 152 STRUCTURE SITE 6 l/ � � : ,, .,��;:��5. -Y19- �� �� T 1 U� 29 > �s�P,p y �. � �< '� � � � -Y30- ' ��`�� HOPE LN EXT. � � \ �28�-� \- 29`� �. �� � - �I � � CHINA GROVE CITY LIMITS _� �s � � ��^ ♦ � CHINA GROVE V CITY LIMITS I __) END TIP PROJECT I-3802B -L- STA. 773 + 34.53 Rev�eWed in the Office of: ROADSIDE E1�T�IR41�ME1�lTAL U1�IT 1 South Wilmington St. Raleigh, 111C 276I1 2012 STAI�DARD SPECIFICATI0111S RevieWed by: Wes Chandler, PE -Y2 0- SR 1505 MT HOPE CHURCH RD l'o ��� IS� ��� �7'ATF� I�TATE PR0,16�'1' A�''�N�'F3 �i0. �H��°�' 'I"�'�'.�t1L Nib. 5Il-i�E'fl � ���a i� � � i� � � � � I�TATF1 PRQI.`NQ F.A.�RO,1-V�I0. DH�R.[�7'(OiV 36780.3.GV3 NHIMF-085-2(78)63 E���I�� A�1� �E�I�IE�T �'0�1T��L �IEA�iI�E� � 4�bo1 1�� � ��IlIlIl��rDIl°�IIC� �Illl� �IlIF�CICIl '�14P i '�� � ��IlIlIl�P�flIl",�ll�'V' �Il��PIC`�Il�IlIl � mD � 1 � 1 °��������� �Il�� I����� - 1� �i � �]P���CIl�ll ���t(llIlIl7lIl��IlIl� ���IlIl�1C�Dll ll' �2`Illl�C� - - - - 1�1 ' � �� ���Ilv,��,�on°��a°� �en°nuv� ���� ����p�� �m�n1n� � 1 S�i f/ �Illll� 1L��b1�Il➢g ll j�']�➢`� � - - - � 1�,�$�1 ��IIIlIlJTuiDIl°aLll'� ll1���Cll�i �Illl� `l.111t��Cllil ��YJ�i�=� � �'�mmp���mn a�n ry ��m�c��� �n��E ��a����� �'3 ]����P � � i�t�a �11�1�It.IlIY➢a a�tIlIlQll �r�ll�'�71�CII°�ll�1ll➢IlIl�CII�' �1C'�1��� � �y�j�� �Il,�i� ���^�na^ �o�c � �n�iE ������c�� ��v�n���� -� 1 �` °�' ]P � � �- U'U'�LI�IEll�// V�t�IlII° ll'IlItT�II° V'�'rBLlt��ll�-------------------------------- � �YrN- ���d] Q:�l ll2 �j ��DIl]C ll' Il I1��R' V'�V �121�;ll�P � dOIlIEllIl lf'�llj',��C]C°�llffiIlITIlIl�L� �1f'��lY , 1 ,� 1 �'��,������ ����� ���lIl���� ���� �[°����� � ��o 1�3C� f/ ��ll�1il]j�!mII°�d1Il )V llv12D�C��i ���IlIlIIl1�IlIl� ��2L11�1� ��]�'��� � 1�}� � �m'�)� ll ll]p�2 �IIIl��� ���IlIl7ll�EIlIlIf 1 IC°�i� ��1']���=s�----- - - - - y� ¶ ¶,�¶ �`+� _ � 1 }� f/ ���'1!� �Il]��� �Il�11�� �DP��IIlIl�IIl��I� ll ll � � ��'�'� � � ,{ ¶¶ jp 9ooaP � 1 y� �I � If Il ll ll Il Illl � 1L➢,�I �S Il Il71 1 `��� ` �l���Il�Lll syltIlllllIlIlIl� �,��SIlIlIl � ���C11� llIlflll�E� ��tCILIlIIII➢��ll➢� ll II"s°�]�; 1���1 `���� � /�1 1�,���` °II°d�� � � 1�s��s� ����� �� �; ti�ll�IlllIl117tIl��]C �dA�Ilffi � �Il�C]C�;tll �ll�Il7fl➢Itll11«'ff" 1L��d1�IlIl7--------------------------- ll]tIl�Illl!�R°�t `�Il�(DIlIl ��R�Illl➢ � �,����� �� nn�;� - - - - - - - - - - JEF��g�Il��� ������������������������������� RFC EROSION CONTROL REVISION 3 FOR I-3804 SUBMITTED: 11-21-17 SUBMITTAL T-108 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 Roek Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type 3 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gra�el Construcdon Entranee 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary �erms and Slope Drains 1633.02 Temporary Rock Silt Check Type S 1630.01 Riser �asin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt �asin Type � 1634.02 Temporary Roek Sediment Dam Type � 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling 3asin 1635.02 Roek Pipe Inlet Sediment Trap Type � 1630.05 Temporary Diversion 1640.01 Coir Fiber �affle 1630.06 Speeial Srilling �asin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation c � � _ � � U w m N O � � H / 0 � � c 0 U c 0 .� O � w i N L � � U � � � � �i i.� � � O y � Z Z Q m N N � C� � � z � � i J H w i o (n H � � � � w � � O F...i � � � � W C � H �--� � Q � z o w � J N a � i z � o H Q m � � � a } a m � U Q as o w U � � U � � c � w � o = � Q � 0 0 � 0 0 � w c� o � � Z � � H ^ H � W J O � w m m c� a � o z z � M '-' W H H � � �- � p U U •� N W C Z ~ J = � � U � o °C o w N + Z � � � } � � a o � 0 o w �- co �n � c c� � o o � � � o , � w L `� � o ° Q U + � a � o ti � � o 0 � � N p �0 X � � X U 0 N Z � U r W � � � � � w � � > Q � � H U p O � � Z O 0 � � w > o w � W J (/� H � � � L.� DRIVEWAY � � � PROJECT REFERENCE NO. SHEET NO. _ SEE SHEET 4 - `- - � � , � -, � � ,, - ----- - _ -- - - . CLEARING AND GRUBBING � � _ '-�'�=�'��,� ��' ��,�- �, ` .�� �`��\���.��..�\ -���— _—�,� ,-- __-i - I 3HO2B EC 1G/CONSTI6 � �_ _ �,--�„ ' ` � � - '---- --- - -- , , � � � __ _ _ - _ ILW SHEET NO. SEE SHEET 81 EROSION CONTROLFOR _- , ,- �� ��, T � -�, � �'��� �_ �-_ ___:� �-- � - �� . - � - _ � �. _ i � . � � .� � � � � _ _ . -� � - � � - ♦ � � � �, CONSTRUCTION SHEET 16 -- _- � � �� � �� � . \�� _�.` � : �a z�. _ _ _�. .�-\ � _ ROADWAY DESIGN HYDRAULICS - �r-�_,rA� _ � �, � � � \ �� �=, ��.� 1 '-' ENGINEER ENGINEER _,� ��� � ��, - �`-'V�`- ' ` > > ��\ ,�-� ��, \ . �� --�-;�-- � � �_ HDR Engineering, Inc. of the Carolinas -- � � �� , ,�-, , � _ �\� /f \ � ``�`` \\ . - -��_ � 555 Fayetteville St Suite 900 Raleigh N C 27601 �5 1� � , , . . - -� j5 � --' `�\ � y ��� ��'� -_�,-,,�_ N.C.B.E.L.S. License Number: F-0116 � —/ � � �----- ' � � � �, � o �� � �� � '� �-� ^ i � �' �� � � �� � \ � �� � r � _� - �\� �� -`'� � � � �, � � � � � � � � - � ' � � � � � r� -� � -� •� .' I ' �� � y� 1 �� i��� � � �� � .' � �--� ��� � � 0 �. - r �------__ � `. . . � i � �� �\ � � ��ee ��,� � __ �� .� �� S . �� �� -� -,� `\ -' `-_ ► � � �� `-_� �t� �` �,, � �� �,- -, \��\ "'`-,." \�i�' -��� ,.J'� `\�\ 1�� \`"-\ `,� \\� 35 i� �� i� � //'``���/ .'`\' ��`_ \��\\ `� \\ �� NOTE: �` y. \ \ � ,\ `` �:.,�` ,,,` PERIMETER EROSION CONTROL MEASURES SHALL BE � � ���� �`. �� 1.5 inch Skimmer �`�, ��,__ �'�—�_ INSTALLED DURING CLEARING AND GRUBBING PHASE. � ��� �� '� �`�� __ ,-: . � �, . with 0.5 inch �`_,, ._ ___ ------_ . .� `f;�;^;� ^' ��_ �" : `�\ i r _� �- __ ' __ - _ _= _ ��,`o� �; ��\�--_---_____ � �`� � �`,` Or'fice Diamete � ` -�,^ ` ,_ , " =y= �;� � ��- --- �` `, ��� 4 ft. weir _ -. `-- _ �� �� �__,- -----__. � _ . .- --- ----- � ��� O � � � ..- � ', � �� I D 16.5 B � � _ ���� �_ - \ �,^ � � � \ `` -, � ,�'; ♦ . . _ � _-� _ _ �,.�- ^ �� : , - _ � ` (.� , � ,- __,- ; r- , � ._ • ___ , _ � , 1/� �- , �; _ 1 � ` ` � � ` � \ - � ., � .' �. � I \ \ � a ���� `7�'Tr � `� � •-� � v�/'�' _... : - � � - � _ \ � _ � � .VJ.. \ _ � __ ,, .J ,� ,,.(_�-�-; � ��::. � NAo � � � � � 8� sRs � -��_�v-,��, ,` � -�, ,-� � � -M ' , ' _ 5 ' � 07 r-�, r . - : ,_ , � , , , f� _ � �- '' � � � -� � � -,-.. �` �\ � /� � �?, RIP RAP AT EMBANKMENT �,�._, - -- ��. ..- , , JS ' � ` / � SEE DETAIL 'T' -'` � \ S _ �1_ _ � � � � 0 CLASS 'I' RIP RAP ! STANDARD BASE DITCH _ _ _ _,� � � � � O EST. 12 TONS ' � W/CLASS 'I' RIP RAP � � � - ---- - _ � COL AT �S _ _ � '- .:. _�'1' ER C K _., , '~ . _, 1_ 0 20 SY GEO-TEXTILE I ��\�'._ 17 SY GEOT XTILE 53 __,,� C=� � J � REE ' � SEE DETAIL KK � S \. _ . �� �S - ` ' � - � l(� STANDARD BASE DITCH � �" SLOPE = 3.57% �� � � � _ \' f ��i W/CLASS 'I' RIP RAP .��� �--- �'--� �� / ✓J, � � EST.17 TONS �--_�--- � - - . ,. 4 I � \ _ - TI LE r' , '� � � 6 � � � ,-,- �"`�'�_r . 27 SY GEO TEX `� �`' _ : _ _ - _ - $EE DETAIL 'FFF' , C ' �� - -,"� _ + _ : . _ SLOP � - � _ � -1�=�� -- __--- -- _ - ___--_ � _ --- _ _ _ -��15 � � � � ' -- _ ' ��� ,_, � , _ � -` � � � •--� -� ��. ✓ f\' --------� _.. �` �s�.. f 5,11% � � � � � _ � CLEANOUT PIPE/ - �_ � �_ S_,y� ' ,�n- ,-, � � � _ JS - -`�_�_ _ � - - - - ^ ` ` '� - � � � .' _ _ _ _ _ - - - - ,\ � ; --- - OUTLET IMPROVEMENT I � �-� -_ - - � . � - __-�_ -'---_�' _ � � \ - .-_�' - - - j5 _ / � ---� ,� -- _. • JS �� - - •-- S �. �S .. \ �5 � � • --_____�� --___-----� I p _ • � _ _ � � --� JS� /�5 ' � . / . / � i I , _ _ �JS -- -_- I��.1s r �- � -- _' -- _ , , _ n�,;- � , - - - _ 5 � � _ ' - -- - - � JS ��__P _ . � - - - - - - - - + �=- - - i _EX$�' - - - - - - - - - _ - �.._ .- . � ���s , �.� "'' ._. _ - - - _ _ _ _ ._. __ - - -. -_-- -_ - - - - - - -_ . . - ' .�:'�:� - . . �$�� '� _ -- - _ __. ___- _ _ _ - _ _ L � - --�� = � ,—_ - - - - . 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JB w/MH 1609 TB 2 1613 �� RCP-III �615 �� 1620 T 1623 —' TB 2GI ' 1603 I Q ---- - .. -- - - �_ _- . - � - _- - _ -_ � -` - - a-- - - - _ -- - - -- -- -- • - - - � �� - - - - - - - - - - - -- --- — � - - _ _- _ .�-���e� _ _ � - — - -- � �� O _ _ _ `— --- - - - N - - - �, - `- - - - O ,� � ?� N __ _- - - I� N O � a FILL WITH y� �.o-_ ' O �� ��/ � F ABLE FILL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ti �� - - - - - - - - - - - �' N -- - � - - - -- -- -- - - - - - - I - -- - - - - - - - - - - - - - - - -- - - � - - - - - - - - - - - - - - - _ - - --- - - - --- - -- -- - - - 1 10 - -- - J - - - -' - - ooa - COLLA TEND - - - J I o° ° N I ►h O H �� SPSEEAD TAILDXXCH ----_- C ����-----�� - �i p. � � „ V . _ � W 1605 REMOVE 18 CMP _ O O O p O _ � � ,i .� C �� HW �16: � -- - , �:` ��---..� �, - - - - - - F _ O I O � t� � 1 � � - „ � - - - - -, ~ W Z 2G1(A) - - -..- -- � ��� � ,� - I Z _ � �- < < < < < � � � , � �� � . FS� O �P I; SPECIAL CUT DITCH er 16 5 TANDA E D H '�� �- „ ' ` �' J �' SPECIAL CUT DITCH ' SEE DETAIL 'H' o 'y , � � � � u~� � -� - � SPECIAL CUT DITCH ' � 1606 SEE DETAIL 'H' � E ' � � SEE DETAIL 'H' 48' CSP �. '� „ lfi I '� 1 ASE LATERAL DITCH l� � W/ELBO�S� � � ° - - - - � _ / -- - \- - =1 _ - - _ -- � � � � -�'`/ 3G (� - - � - - - _ - - - - - - - - - - _ /CLASS 'B' RIP RAP _ � � � � . �_ - -- --- _ - - 'I - -- - - - � � U - - - - ---------- _- , � - - - - - - - --�- _- ----- - - -----_ - - _ _ U __ � _-----------� 24" CSP 1638 , EST�7lTONS �-�=--�_- 157 SY GEOTEXTI LE C- � - - � _ � _ � x =_ _ -- � - - - � � W/ELBOWS � SEE DETAIL 'DDD' � � .� I� BERM DITCH _ BDO q ' \ \ � � � � � � � � SEE DETAIL 'A' � - BERM DITCH \ � � - ' � Q � '`� � � ,� � R � SEED DETAIL 'A' 1630 � � � � : � � � SPECIAL CUT DITCH . ,E � O \ i i - , C p � , SEE DETAIL H � \ ��`" � � � � � 2' BASE BERM DITCH 2 BASE BERM DITCH �� � W/CLASS 'B' RIP RAP � � � W/CLASS 'B' RIP RAP \ � �' � � \ \ � __ . ,._. ` EST. 23 TONS " �� � ' EST. 86 TONS n - � �v �I - 50 SY GEOTEXTILE �, _ � ��, f --� � � � � _ \ , , 191 SY GEOTEXTI LE _ _ _ _ \ ` `� � `� ,� � \ � � `' '� e-�r ., � � _ _ _ _ _ _ _ _ �[ 0 � � �� � 637 n � BASE LATERAL DITC ' ,, � SEE DETAIL D � - ��_ � � SEE DETAIL D � - -� i � _ _ _ _ _ _ , - _ _ _ 1 • _ _ O � � i � SE� DETAIL 'MMM' ' � ,� . _ � '-�` � �� -��� �G r�i i r � i ,-�� �_ �__� X � < � � � � i � �� � i i� --------�'~ ` _ � �., ' � b ; nO LATERAL DITC � \ � ` �%� � , i I1 � ��� � � �� ��,i ��' � � � �_------ __ � �, �, � , � F � 'B' RI P -,-�`�� �� ` � � ; ,� �. ��� ��� I ' � ." � � � � � � �: � �:; � � .- _--- -'--- '�.� � _VSEE DETAIL 'N�JN' �\ _ � � ��, � i � r i` i �__' � -'� � i y � �- � � � � , ,-' .-- ', 2' BASE BERM DITCH 2' BASE BERM DITCH Y TE N T TI -� � � � , � ��' � �► �-�,/ �1 � � � � �• � �_�� / � i� , i� ♦/ _ _�-� �__-�--� `�- W/CLASS 'B' RIP RAP W/CLASS 'B' RIP RAP � - � \\ I T H \ � � � � � � � � � 1 � � � f r � 1 � � � ' I � � � -- � � � � � i r � �' � � � ' � ' . - - - - _ � � � - EST. 40 TONS EST. 47 TONS 7 �� X 3O X 3 LATERAL DITCH I � T l I � � � �I� �1� I __--- I� � I I � \ �1 / / � • � �' �� i ',���,�I � � I � ����//�� ✓/���� 1 I I\ � 9_ - � � ,� � __� � � •� ��.�� ��_��__- 90 SY GEOTEXTILE 104 SY GEO ILE j � � � , , � � \ 1 < < � � r -�.r� � � � � � � � � . � � SEE DETAIL NNN � � cp i ► �� il /i i �' -_. --� � � � � `\ � � �` �� / , , � � /— p �� r� �"'� I I ��1� �� � �^ 11 � � � � /-- �---- ��� � � � �i� .i� � �. � �_.,, SEE DETAIL'D' SEE DE D' ; t ;\\ �.�J inch Skim",�';.�„"" \\ ��� �C. I / l I/ i l � � \ � / � / �-__ `/ � � � � - � � � � � � ^ n � � � � � � � / ��- -----� � SPECIAL CUT DITCH ��FF�� \� -��{ � � � � I� �� / � 1 / I �� l (����� .r � \ \ 1 ` � �� ���� �\�� / � /� ,� rr�� / �� � � � � I � �lI �� �� � �� � _�-:���-�� �� � � � �� � � ------_.,• �� ► r i /� i � . � , �__ 1 � � Wltil �.J� Ifle. SEE DETAIL 'H' C� � � 1636 � � � �1 , � 1 / / � �/ � �� / � � / � �, \� \ � . ` � � � I � _: / / / i / �� � \� ..��_�__. . L 1 1 \ �� � , / / / �� �/� � ��� /� / ��-'�.: ���`- � \ ����� � ��\� ♦ �� ����� �/ � / 1 f / ��� �i �� UO X �O X � i` . ` � F � i i ��i � /i � � � _-. � ---, � � � � � � � � -�, i ,� > i „ i _- � � . �� . 1 � Orifice Diam���.�� � i � i � � -- � � � � �� � � � � � � � -, 3 C � � � , � � i � � � f'�'-�� \ \ � \. , � � � , � /;','•/,';_;_ , � ,� -- =, , --_— , � � ., -, , . � , � , r � ., / , - , ��- 1.5 inch Skimmer � � y � / � l / / 1/ � �r.,, /� � �/�/� �---�.�` � �` r,►� \\�` \\ ' r � 1 � � \.� �� // /�� ��� y���,i.. _� �\., ,�� � \ �\ 11 11. weir �_ o'h 1635 I I / l / ����1 �- �✓Ji�i�i _ f �..�`` ` ` __� ?� \ \ ` � � I /� �� cr- � , ,, , with 1.25 inch � �� �� � \ O � � „ � � " � / � � ��� �� �� _ i ��i�`,���� �---. t�` � \ ♦ J �- l �.5 i i i i � �--�� ^�� � � . 2G1 � � � -- '. ` `\ .` �' .'_-===__-�� __--- -_-,��� �, , � `. -�' • � .' ' /�U��' �;%' Orifice Diameter - �. _` � _ _ s : oti � � � � ID 16 2 B 0 � , ___ __` _ � o � _ . .� , �;�, �." __ v � e _ _ _ ` � � � - - - - _ _ � � f , - �=' -__ �---- _ _ _ , , � �� �. � � . - Z � n��-���-��� � r � / � � � � � � � � � � � �1 � �. 2 BASE _ _ � � �� � �--�.; , - -�_�,��,�� _ -- _ -- _ -�- --- - -�; ,-w-' .�-�� � i � � - � �rj - , /'� � 1632 � �- i . - ` � __ O -, �� �,. _ f �. � _ �� � � I � / i �l � �^I_ �/ I-- �.q —s W I - - - i ' � , , ,. -; r 1_� ,.� ,�,... � 1 � � / - (�"''� L � -���_ .= f� 7 ft Welr � LATERAL D TCH O� � `M-���-' � � � J _ n�� "'� � _� � ��-s� �. 5H X H X �__- LATERAL DITCH � � �C - - -� �- ,-. - i _1 __ --� / / i �� �✓� � '�-,��� -- ID �6.H CG v�� __ , � SEE DETAIL MMM � � �� � � a - i- � / � � � '��n-�- � o�- SEE DETAIL NNN' � � ` ; �,�P CLEAN �ATER DIVERSION � ��-r _�� i'�i -' �';' ,�-- '� ,�'' ----', _ 1.5 inch Skimmer _ �o � ,� � . � /�• � �I� � i � � i� � � �' �P"- • � � CWD � � CWD � � CWD —► � CWD � , �_-- � � i � � , �• l� ,o� � - _ -_� with 1.125 inch � TyA � Q' ��I �� _ J i i � , � �� � r I � � • � • `JO X ZJ� X 3 � � ___-_., (NOt to SCale) ,'%; �_______� i �i � �! , �� � ,% Orifice Diameter Use Floating Turbidity Curtain in ��� __---�„- % % ,� �i ;'�' �;' � I ; ' 6 ft. weir 1.5 inch Skimmer Modified Silt Basin � `� — � ' � Areas of Standing Water in Wetland (J C.� �... _' ,� / � � �/^---� I / �� �--� �,,__ STABILIZE EXCAVATED MATERIAL ,i /� �------71i� // ,� ( / �� �6.9 CG �N/�th �.25 inch Q `_� ___ ,y�� ,,_____,���„� I � �� and Large Streams as Directed. . Type 'B' cuT c �� ! _/=�____ SOIL STABILIZATION i �� ����� �.� � " � ___ GEOTEXTILE �i ��`���,_ ' `1 � � � � -�� � Orifice Diameter S ETAIL J \ � � �,-,_-- , �� -------� , � � � / ,� �, � js ; ��;� x 25 x 3 �� � _ , � , � � -��-;��= -� � � ��` 5 0 '� � �.�, �.� _ _ - � f r / � " � � , � _ _ _ - - OFFSITE CLEAN WATER ---� � -- � 1 � ` � � �-'-'" �� � � 1 %f��f � ' � O �. wei r - , - ��.�.�. �. ,_ — _ — — —:,_ � � �. � 10 ft. wei r � / i / �-� f � � '�'� �� s.`r_ -t, ��� /�` 1' MIN. �� -----__-.�_-_�- / I --_ � _� Utilize Fabric Insert Protection in ,''l-' �.��� (See Tiered Skimmer `i " ��� � -- ' -' (See Tiered Skimmer �� :�L'� 1 ,� � __ �� --�'� - MINL ��^--�J ` __ _____ ; � Addition to Rock Inlet Sediment Traps .-�;. ' , �-�'� ;=__� __ � 1 - - ---- , , , ` , ___ ______, � ,, ,, � ,, ,, Basin Detail) Basin Detail) , _ __=. -- � : _.y�-- �----�,�, _� in Median Areas as Directed. -� � � � �` � � ��� '---� ID 16.10 CG � - - - --- - ' ID 16.1� CG D U ai3 U u w O � o a c� _ z - w v m Q a Z� a r N n � � o a c � d � 0 0 U n 0 0 � z � �d > � T O ; O w a � \ c � � c c .`. c c a c c c z � c � : l 2 L� �� PROIECT REFERENCE NO SHEET NO. STA. 54 + 00, SEE SHEET 18 � �__ _ a I-3802B EC-17/CONST.17 -Y115- ` ' 1 95 x 35 x 3 ��� ---�� --� '�� ` � i� �. CLEAN ATER DIVERSIONi ww sHeerNo. , � �\ \� ' ` `� 2.0 inch Skimmer \ � ` � � �, �, , �. � � � - _ � � � ` � � `\ � \ �. \ � - � � � � � �I�� ROADWAY DESIGN HYDRAULICS MATCHLINE ' � , � ' � � / ENGINEER ENGINEER F � � � , \ with 1.62$ inCh � � � � � � � � � � � � / � � / c 1 HDR Engineering, Inc. of the Carolinas R F � � "�-�(ice Diameter � � 100 x 30 x 3 `�� � � � � � �� � � _ � �' i i �i � � Ot t0 .7C41@� �J� 555Fayettevdlest,smtesoo Raleigh,N.C.27so1 / � \ T � � _ � � ` ` - � � , � � N.C.B.E.LS. License Number. F-0116 � � -- �� � �' / � � � . - r �' � � BASE L4TERAL 3 {I. W r � .5 ne imm - - - � � ` � \ � � \ � � _ - - � �� � / �'� �r;.e �< <,��,.,,,,�to �<:rR,A� i ei i er , :.� � I \ ` � � � � �R' BASE L4TERAL DI � � Z 2045Y9GEO�TEXTP P„ I J 17.9 B Or fi e,Diame er ` � � � _ _ � � �'�� � : �' i / / / i -'-- � � 1 � �n �i �` , il - _ � _ �� ♦ - �- ' � �� / / � / / / / I I � / - � � � � � • ` - � � W CLASS B RIP R � � 1 � ' ` � \ ��-� / � / � / � solL srppILTZPi1oN G[orExTtL[ � � / / / �� �� EST.117TON5 � `�'�-�, llft.weir �-- �,� _�� ��� �� / , / // // I � / I / � ,' 30' I SEE DETAIL'G�G' � � �. ]O J( 25 X 3 /� / / / / / � r � � � � � _ � I 259 SY GEOTEXTIL � �� � � � - �_ - � i � � � � � � / / / / I I / � / n � EE ET L' NP. � � � ID �%.3 B � � � � orFsire c�enni wereH � i / / / / / / / / / / / ' M {� � � � � � - - 1.5 inch $kimmer � � � � � � i � , / / � � � / � � .,� � � " F� � ts� rsee-ni "�. � ` � - - - -' � � � ,.� � _ M;��. e' �_ SRS 2007 � / / / / � � � � �. , � - with 1.25 inch _ - - ,_ _ .� � - � � � � � � � / � �------ wm Int ,�s g � �.�f , � � �ii ���-' NAD 83/ � � � � � � / � / � / � � _ � _ � � „ � / � Orifice Diameter � .. �_ '����� -�,� / ,/ / ��� �/ �/, ��� ----_- � � � _\� � / /� � � 7 ft.weir ��� --'+� �� s ��'M1N.� i / � � � � � � �� � � 75" RCP-III DI . / / � � � � � �.� . CLEARING AND GRUBBING � � � � � / � �� / � /� / .� � / � i _ _ I � . � I � / � ID 17.4 B � ` 80 X ZS X 3 ' � � � � _. EROSION CONTROL POR ! � l ' , _ _ _ � i' � / , � / /� // / � � - - - • / , ' *7p !SPECIAL NT DITCH � � I � ` ` � � � - - - � � � � \ � � � � ` ` � _ - �' - � � CONSTRUCTION SHEET 17 _ � / � / � � � � / ,� � � / .w/PSwv� ♦ � � � �.$ inch Skimm�r i + � � � _ -� . _ _ . . _ � / I / I � �- !� .T SEE DETAIL 'AAA' � � / r' ` � � � � � � �� \ � � ^ � � � � � r F .. . . � � i � � / � / � / � I / I / 4' BASE LATERAL DITCH �. \ � I � �- . - � � � � � � � - � / 'i � � C6�'F) � �\ SEE DFfAIL'R' , / _ -_ � '� Wlt{l �.3%rJ inch 1� � � � � \ �'' \ \ � 1 � � .,1 i / �/ � I � is� Rca-w as i - � �" � � i� /// �j / � � / � - - - � r ^= � �B�F� ca�F� Tvr. ne � , `i � Orifice Diameier -� �- � � - � ` � `��-_.� \� / � `� `� � � - - NO7E � .. . � - _ _ _ � / / � � 1 / i m � ne � � . � _ 8 ft. weir - � � _ ` � ��'` � r � � � � � . PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B - ` _ � _ i / / I �� � �/ � - - . Q ,. � U6 \ � - � � \ � , � ' \ � � � � � � � � _ � � AND TEMPORARY ROCK SILT CHECKS NPE - A AT i � / � , � , CBE � � � � = / + Rj _ � .,. � _ I D 17.5 B _ � _ � \ \ � � � � . � ` DRAINAGE OUTLETS. ' � � ,� .- % � � . ' I � \ ��_ HO X 3O X 3 ; ri 2' BASE LATER.4L DITCH � i W/CL455 'B' RIP RAP �� /� � ' ! _ . / . -' � 15" CAT-1 W/CLA55 '6' RIP RAP U CB�F) STANDARD BASE �ITCH \ 4' BAE TLATERAL DITCH - � - - c. P � _ ` I � � \ j \ \ \ - � RCP-ill 103ESY GEOTEXTILE I � Q _ \ ' / / \ \ �\ \` �i ,� �' _ \ \ \ _ � , � 15 INCH � � 176 SLOPDETP9.25% � - _ \ � ` ` �.. � i �' � ,i - �.rJ mch Skimmer / � SEE OETAIL'ZZ' I � ,o/ F _' � SEE DETAIL'Y' � � � � �' - � � � i / a � \ \ \ � ' / `� \ � 5 53 ONS � � - . � - `i ./ 1 ?� 118 SY GEOTE%TILE _ � � � \ _ -�-` / \ - - � NOTE.. .. ... .. - .� � ..�.�. -` � ` � with 1.375 inch � /: 54 TEMPOEARY 15" RCP-III � S� . C ST.17 . � � , � " � � � 1 1 � ^ ` \ � \ \ �. � � PERIMETER EROSION CONTROL MEASURES SHALL BE - � OflfiC@ Diameter , ce e I _ __ �� � � � / , (1 . � \ _ ."�. / ���� \ \ � �. / ` � '�� WSTALIED DURING CLEARING nND GRUBBING PHASE. � ft. weir / i � CB�E) i�bi ��� I � � - i � \ \ � \ � ` � - - - � -�� ��� � •� • ns 1 t � ---�r�p � 1 �\ � ^� \ `\ \ �` i/` i---� � i � D 17.1 B '� /, % � \ � r O �- � \ � _ � �� � � �� �� � \�� ���� � .� _�� �`�� � � i, i: � � ` E sii I /� ' p/ 'r` ne CB`F) I \ \ / � \� ��.. O -� � ��---�` �` `` /' � _.� '� ---�.�'����i// � '�/� f \,<Sp e-n }�� � b� � I \' � _��J �---� � �`� ��� �� ` ` � � ,� � / � I/ / � - � LP.TERAL 'V' DITCH � I \ 4' BASE LATERAL DITCH \ � � � \ ` ,�'� � �. � � i � �r � ' _ ` "� � � � - � � � � � i � �� � � 5�(, CP . � 4' STANDARD BASE DITCH �w ,._��,.� � � � -. � � � \ � ` � _, Y � / � SEE DETAIL'N' / / / 4' ST � BASE DITCH F' W/CLASS B' RIP RAP - f 1` `\ . � � ~ _ � - _ � � � / � / II / � / / - / � TSD TSD ��' ]. O /CLA55 'B RIP RAP `\ 71, �m I F \ \ EST 77 TONS SEE �ETAIL'W' ..` ` r.-- � � � `� \ � \ ` _ ` � .^ �', / � ` ^ � � � � � // J � / � / / / � TSD � jSD � I_�: - .. EST 64 TONS � � `�0.� 170 SY GEOTEXTILE \ \ � �� \ \ .,.. - - � - -'� \ � ! � � � � ' � / / / / / / �' �. \ ' F � � 142 SY GEOTEXTILE � w � % SEE DETAIL 'JJJ' \ � - \ "" '- � - ' - �� � a CLASS '6' RIP RAP �� � � � � `'_ � � � � � ���j / / � I / / I � � � F 'I' � . . y_ _, SEE DETAIL'HHH' f \ \ � � � � _ � � - � s / / � � - . /� CBIF ; I z SWACLASS 'B' R PE RAPCH . ` � � 75 SY GEOO-TEXTILE � � � � %S X ?S x 3 �, � � � •� ► _� \ � rJO % � S X 3 ` � � �, `� �� �• . - . . . ' � / / / , � - ��.: . 2' STANDARD ��� _ � � '� � � � � � � � 1 ` �S �15 tIP RAY � '^^A4NKMSJ' BASE DITCH �-��'� � 18 �SP � EST.16 TONS � � � 1.5 inch Skimmer _._,_,_ _ ,_ � � 1.5 inch Skimmer .�- _' _ _ . 53 � � I �/ � _. '. �..'` `� � ��' nF7All'T' SEE DETc�_'-o� I 35 SV GEOTE:iILE D,� \ � � � � _ - - <^ with 1.25 inch � -� with 0.625 inch �. � -�_ � � �-- �� �� � � _ v. . _. _" - .- ,. � / ,� / � ' ' :�/g CLASS I' klr �." _: rt OSU CBF EE DEfAI RR'n.,��TS � \ - '�-�� ..z � ��� `_ ���� � _ _ O " . . �/ i ` � .. - .. \ � \ Es�.:,,. -nN5 � 1 I . � Og�.--�, .2;�5��- T a , - � _ _ _. _ _ � � � i i �. � aa sv c,eo rex� �t .� 1769 S Sp ` �\ � Orifice Diameter _ Orifice Diameter ` � � � i��_^ � � � � �- � !'� � ' / n /. _ � \ CLG« KIP I I �RAP AT EMBANKMENT � � � '� ` � � � � 1 � � - - - � � � � - � / ^ / t \ �"'� - EST. 3 TONS 8-77 � i DETAII 'T' - r �S /� RIP RAP AT EMBA T 7 ft. weir --____ 4 ft. weir � ^ ��/ � = i � �' ` ' ' � �' � ��� SITE, �J J �� 's ' � `S 70 5Y GEO-TEXTILE F � �F� //��� CLA55'I' RIP RAP SEE DETAIL'T' ` I � � � � . ../��� <-._ =. ` RIP RAP AT EMBANKMENT - � `� . �S / E5T.11 TONS � � 60 LF OF INLET � \ � /,i �-- ' --- 1 � x 40 x 3 e era • _ / TEMP W R�1 �r:E > `I' i ���... :._ /// cuss �r eiP w.e ID 17.6 B �� ID 17.8 B � -� � � � ` � I CLASoS 'I' RIP RP,P ' � �' i �' O ' g /<-: " -� �5 � JS �5 � �� � / 14 SV GEO-TEXTILE EST. 31 TONS � � \ � CHANNEL IMPROVEMENT - _ _ � � ,� � � � � � � � � � � - 2.� inch Skimmer � - � l / � � � � � �. 42 SY GEO-TE%TILE EST. 110 TONS CASS II RIP RAP � � � � // / � � ` = _ = � � XTILE . I.- �-� /34.I_ 'S�/ � � `S 1790 EST. 120 SY GEOTEXTILE ..:. �� ` \ � � � � � i � / � � ��� _ = with 1.875 inch zo sv �eo-re . ���5 �5yy I � � O � ` \_ % � - � � - - - -� - - - _ � �, � � � � ,�,�. i %�-- � Onfice Diameter EST. 12 TONS 'S �� , � � � r � CLASS II RIP RAP � � � .� � � . + �y� ` _ r . � � � ` ... •��, I/� � I, ` 15" CSP W/ELBOWS ► _ r-.� / � `�, \ -..-�+" /� .. , �,�- � ' I � � . ... `''!S JS � �` \ EST.66TONGEOTEIXTIILE�P -.. _ .._ , � . � !/ �,,� � 18 ff. weir ;. 5 I' �s .�'�S� , � 5•5 '..�... u� � nes - � � � $ �. - �.; ,, - - ; , ` _ � � f � _.' -_ � n � � � �3 i ls 5� . �s � , , Q � 1 �JS"'��..��--�... � is--��`..� - °9r `�� � > � � - . _ -` � , � � . � , i� S � � SITF 3 � = � - � � � _ .: ,. � . , � ,,, , . N � SITE 2 ,- � � J5_ 's�...` /� � �� � ,= wF�� �� - � ~`., � � TMPE - 6' STANDARD BASE DITCH �SJ 5 1 !,5--.:.�,�/ _ 3 I �» �. � � �, �_s ,,. � _�_:�ti �_ SITE 4 ,�� � ti , SITE 1 '- ' . _ ' �� NHCLASS�B.RIPRAP '� '..�� � ._.. + � . . f � � ` � . ./ i . a . - � EST.38 TONS .,�15 � .. _ n�: \ . - � 1 � BA li f L��'� 5 SCOUR HOLE STABILIZATION �� ����/ . \ �_ _� 86 SY GEOTEXTILE �'� � PROPG:._U��l' �'vER �R£ER - �� . .o i .� .�� �f ': Y r � SEE DETAIL 'FP 2' BASE \ SEE DEfAIL 'lll' � � .� � � ' � l� .�g/.,_ � -� W7CLASS 'I' ftiP RAP� _.,-�. � . ,,_ ; J.. '"' � . . LATERAL DITCH . . -� 1 � �-��_ I 3 cs, 12' = tt' RCBC 5 r � . �,��� � .. `` ' EST.38 TONS . ,- . "^ EST.30 TONS �..I / � SLOPE= 1:SU%... � � -' - . . � • . .. . � . ' .. . �� i�.�_ '��' ' ' 42 SY GEO-TEXTILE . SEE DETAIL .YY. . . . .:T... 'h`; '. _ � t ' A'� • , . � . . . . . �... . � 81 SY GEO-TEXTILE ' . -_` @ '.. _, 3 . N . . „ _.: . _ . � - \ . 177 F N . � _ � . �E . � SEE DETAIL 'B88' . .. /. CB F I . � , . . . .�i � . � � / . , '.. � . � ,y. . . . . �/�yy� : � . ... .. � "�� � ... -`�'! -' - � � � - 1 = f' `' , W�1I4I ' �172 � W/ELBOWy � �� � 6 W CL4SSD'BBR PERAPCH m�, ��_�:_ � . . 6 _�- .. ..� `\\ � _.. , . . � � `. .. ' S Q � SLOPE 3.54% �• . _ 18"..CSP-' � - . � ` .r . __ ='��. . ��15 �... �� � � � � 1 � / �GQ\ / E5T 85 TONS i I:r - . . � - � � � . �\. . _ ... t � \ - .. .. .. . .. ... . _.:.,- �PEEK . . �j5� � � .� TDE TDE � SPSEE D TAILDHCH � � � - / _ � . \ C \'. y` - \C9�F� _. - - - 185LOPDE T O1.SRRaLE D.L i.;� .: - �..r � A l V \ � �_ . ' �r.,t.� V `�s�.. _�s � .. - . .. - ' -�is�-_... � �s � � � - .. . 'S �ER .� 15 ...�-^�... O CLA55 'B' RIP RAP C � - _ _ _. . _. _ - ....__ . - \ it'�:, �- - - -. Z'= . ._ . _ __ . -/ viFG -� ` _ . ' . ::.I� ./��-"�� R` - � EST.2 TONS � _ - . . _ -- \ COLLAR AN�^ � _.,� � pG _ - - -� - _ _-.- - _.. _ -�- - _ - - . -- \ � � l`' ..�7 �.1 . i _ ._ _ - _ _' _ ' - ---_- _ ti ' 178 ` - - '-I � y � 2 BASE LATERAL DITI'.i 7 SY GEO-TEXTILE _ . _. . - -t' �, =XTEND (�7t,. '�`� '-- 4'STANDARD �.80 �. . _. - . _ IS„ ��J\ ELBOWS / - - ..' � � � �15 . _ . .. . _ _ _ . . _ . _ . . . - - .. .. � " \ � "' - � / 172 710 RIP R,4P AT EMBANKMEN. � - - - � -. LATERAL -�' BASE DITCH 1791 �-� . �,�/ I�.. _ .,.:.. ` _ � / � O ��� �� ��� "` - _ ♦ ' - � ` � BASE DITCH W/ _ _ _ _ _ _ _ - � O CHANNEL-CQTC4TJS _. .. _ . ^' , -_ _- _-_.. -___ � 1711 / � � 45' - j .,. - __ -- 15 ' �`' � d � �� � el SEE DE7AIL T' SEE- OETAIL�N' - -_ � •: I 5\•• �\ � EXTEND E%ISTING I CL455 'B' RIP RAP ,,, �� SLOPE- 3.45 0 '-�� � _ `` µ/i'�, �'�� BANK STABIL�IZATION 6'x6' CULVERT ` ` ` � wa', 50 SY GEOPTE%TILE � 778 SEE DETAIL'000' �. : n Q , \ CLASS 'I" RIP RAP ��� �... ��. _ '� �r � 21�� ` �'�°'87� 1721 � / yu SEE DETAIL'HHH' E5T 26 TONS 1 � �'...,..'; �r� � F\ � � y3 � . - - - _ �..` . -�Gf _.. EST.24 TONS DO NOT BUR'S n_�,�." . . � � • � C _ / EST. 31 TONS _ � �� LL \. � s � � . .-. _- _.-__-:_: -:•-• :. - ' � .. . � \ - XTILE 1712 TYP. _ � __-. _,-- ,. _. / __ //I////i O � .�7FG � Q� _-_-___ 24" V 177i ,�C...y- � � � .. .. � _ _ ..- . : :. -� � _ _ _ _ _ _ / . . . a _ - - . - . - . > m 29 SY GFn-TE 15 r . _.____ . � �-.. -.1 2CP-III . lll -. : _ - . ... .. , . . \ h.. '��� i,l . _ ��' _ I� _- - --- -. - F � . �� � - - -� - - . �� _+ .. � �,.. � ..� L 2' STANDARD BASE DITCH 4� ,/ �i'.. S SLOPE 167^,6 - � �-_=. -- "� ..� . . �-� � 'L" 55 B RIP F��� ,. l74n TRENCHLESS INSTALL4TION . � `� �� �� .� .. � - � � �, � � .. CLA55 'B' RIP P 79 �- 7 � . .,- y� � � . _ � .. _ ,,, ' , , L � -.._ _ -. . z s cn � � ✓ � r . . -' . . � .. . . . ,� �. _,._ _� ...� �. � "'_ � = 98.�0 . . � � � � _'_ _ __ _ - __ - _ - - - _ y"' E5T.8 TONS � P- �/ 36" WELDED STEEL MOVE EXISTING -- - - - a - � P� 172 COLL4R � . -� �� � � 21 SY GE0.TEXTI�E �rr - . - - _ - - _ _ _ _ _ _ _ _ - - - - - - . _ '- -' E AO . . - 778 �SY�O�i�(TILE {z5 � \� W D � ' '� . - .e � � __. CONC. DI7CH _ _ _ - �� - - _ . _ . - - _ _ _ _ _ . _ � � '� � - .. � GRf ' � . ` �. ' W .. ��� EE ' TAEDAR SB DIT �) . .. 5 _ -�.�;, . COLLAR I _ F� ��. �... � :, ....� . � - - - - - _ DETAIL '68'�� . _ •�� cI nF � 0 74"f 5 (7'YP.J ONS E � B . -.. � . - . - _ _ -,� _ _ - _ _ _ _ IOPE W� ` . . . . . . _ . . . .� . - _ _ _ _ _ _ _ _ . _ � - . Ps tL�` 710 - Z - _ _ _ ' ' � ' . �� �"' � ^i �T[,3 r gQ - � 2G- _ _ - ' W 1 �� 774 - - - - - - - - _ _ _ _ - - - - - - - - �� _ _ _ _ _ _ !L. TRENCHLE55 INSTALLATION � � �� - - . W/FG Vi .__ .. -.. . - -.__ __. _ _ _ �y_ - _ _ _ _ -_ - - _ - - -- --_ __ _ - - 48"WE1DE0-STEEL- __ _ - -__ -- a - - _.__ . ___-__ - ._ N . . ____ _ _ - - _ 1718 1722� - - ._ __ _ _ -_ _ - - _ _ . _ __ _ �� ..� ._ ._ . •�� _ _ _� - _ --__ ___-. -- i - . _ _ _ - _ _ _- - _ _ _ - __ O _ _ _ - _ - - -- � � �� . _ -_ - _ _ - _ _ �/_ - _ _ _ - - . - _ _ {�\ _ _ ( s _ _ _ - _ _ _ _ . _ - W . - - - . -- -- _- . __.____ _. -'FF,� .__._._ -.___ _ ___ .__ . __ __ _ - 1715 _ �170 a. 1717 TB2GI i 1773 T82GI � 177 il _ __.�� �y�.. - __ _ _ _-_ -_ ____ . .-_ m. � ��..5,. . � W TYP 1/Y _ _ O - _ _ - _ _ _ _ _ . _ O T _ II N . -__ __. ~ . . ._- -- F . ---_ --__- __ __._._ TB - _ -',� P - .. _ -- M� . __. __ . _ __ -. __ __.-.: __ --__-- _-- � � �� - . \\\.- . - N - --- - - - - 1713 TB 2GI ZG 78 2 0 TB 2GI __ _ �� „ . . GI _ _ _ � � .__ .. �� - . -� -.____. -_._. _ TB I _ � 7B 2GI __ .. - -. . . _ _ s > /� �?F.\ - _ -_ _ . � , 178 - _ P�' -- - -- �- TB 2G � T GI 1719 REMOVE DI . 1774 TB 2GI TRENCHLE55 INSTALLATION 1776 TB 2 �� ' 178 -- - -_..-- _ - -�(17119 � v, ~ O � - -_ - _ T �� - ,�a : � � � ; - O O p� ,--- _- -- - 1703 TB 2 I TB 2GI 1716 _ - _ _ - _ _ _ - - - -_ _ - _ _- - .. . _ . - - -- - - _ _ _ _ _48" WELDED STEEL _ _ _ _ _ _ . -' •� - � _ __ -.-_ _-._ -.-_ __ _ _ ��_._ , O � . _ . - .. . 6 ,- 7B 2GI 1701 � � �� 1714 . . - _ _ _ _ - _ - _ _ _ _ _ _ _ _ - - _ - _ _ - - _ _ _ _ - _ - _ - _ - _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ - - - _ TB 2 _ _ _ _ _ _ __ _ . _ - _ __ _ _ Q TB 2GI 1624 15" RCP-111 . - �~_ _-. _ _ _ _ _ . _ _ _ . - _ _ _ _ - _ - _ _ � . - �y _ _ _ - _ - . . _ _ _ - - . . . �� _ �TO TB 2GI / _ - COLLAR � � I�� � � p _. __ _ - _ -_ ._. - ._ _. -- -- - __ - - - - - -- _ - - g .._.__ _ _--_ __ ____ {y 178 T82GI � iJ 18" RC �Z �� _ 6 $ 178 . 179 � _ __ _ _ 1761 170A TB 2GI -- - _�-.___. __m __.. _ ___ �/ _ _ - _ _ 710 172 - . 711. � _ _ _ _ _ _ _ .. �► .. _ ___- _ _-. - I 710 °` � � _ a I B 2GI _ _ _ _ -. . _ _ _ _ . _ - _ - - - _ � B ZGI 170 - - - - - _ _ - _ _ - - 2GI - COLLAR - _ _ 3 �► . _ - _ _ _ - � .,, 0.CP-III - - - - 3 -� - - - - - - � 796 _- _ -_- �� ______ -_ _ _ - _ � _ „ � 15 - _ . ._. - _ _ - - �- - B2 - _ _ �n Lri �� _.-- -- - __.____. -�.O REMOVEDI - ___ _ .__________-__ ___ _- _ _.. - _ - 2GI �1729 710 � _- _-_ _ _ ._--_.,.� - _ __ �y ^ - --. - .. � _ �y .. , , ._. __ _ _ _- T. . 'TB2GI � ^ � _ .. - _ . .� .< __ ___-_ __ __ _ - WiFG 15 - __ . , . _ .___ - _ • _► _-.-. -- __. __ _ _.. m � _ __ . _ - _ _ _- _ _ _ . � '� . , . _ _ - _____-_ __ _ _ _��1_ .__-- - __ - Q_ _ _.-__._ - -�y -.. ��� _ ____ -. _ _ ___ - -_ _- ., ;.� 36' .,.�-. I .. 'i�. '.:'.�:. TYPE 1754 PE IALC TDI � . . � ����CS� � . ����'� � .., "�' �� -...� �" .. �. . . . , __. ____.__ _. ___ - . _. ___.. - I._ .__- _. _ __ ����p_�__ � _ Q � O _ .__ .174 -_. .,.�.�,i - a I;`� .-;:,,,',; ' ,�:._:' . 8-77 O S EEDETAIL,N 18"CSP �_��'_•�...�._••_^e_..._� ..--�'Fs t y"Y_MI.�s--.�_F��3-W(P_ - e___� � r - �.,.� ..��.ti_ � - .__ - ____ - _ �y `�'\ i -- � -. .. .. . . . +15,GRcd:,s.�-3 �_. � � �� . ,� : _I .. TYP. <.... .,.. � � Hw � � g t �8� - _ I' i� t � t t �- ` - _.._��. .._ .� - - - -- � N �, � : � _ .. nee � �. -� �',6:' ,= i � -�- �` -�'4- - - - _ � -9'4- - - - � --*_ i � t t � t � �:ir _ '-� � -- - - _ no -- . .._ __ ._ �.. .._ ,. - --' � -••- _ •- �► N _ R _ _ __ _ � _ . _. �� 711 _ - . -� �...�.- F 18" �ID 2GIIA) . � 1`� � �c . .�� _ _ � B � � � _ - .. � - �,�t �'�•` �•. � _ �� � .. _. � 1 ' 8-77 :`s:... a _'__. , _- � t t ,.. t r z_�---_ ___-___ ' . _ __ _ _ _ _ _ _ ; 1799 1 - _ �- � ...' 1 A:� .r._I RCp_IIV CB'F1 .. .: �\ r. , \ � � Y Y 3 t t t t t � �' � � - . - ..� �' � �"' � '� �.. �� _ _ .. �" �3p' � �� NPE ..," � �Y � l�lu 1730 � � t t ic t t Y i� t Y t � �- 'n' . - - - ... �' � � ,r: - J ,., '� . . � ' . R RCP-�II � - B-» TVPE '. _ . _... `.. l� _ .. .-_- _.. _ _ _- - _ - _-_ -_._ - _ - -__. - \ t i k t t t t t t �[ i i[ �[ * � ic � i-IL9-- � _ _ _ Y-�� _ _ _ _ _ � _ f .. � �..� � ..� � _ _ J � _ '� s •_'"- � � /�. 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i \ \����� � �� �� �` i�"'� � � 1 ♦ / and Large Streams as Directed. ` �.� � //�/ /�% / � /i�-�� �_.��iii/� ��� � � \ \ \11� ,\�\'i\ � � c � I3 � �� � _.. �`� \ �\ � \ ____ / / /// / ii � i ��. `�/ry� n3 � \ �� \ with 1J5 inch , \\ \\\� �\ \_ _,� �� ` ` �-- � � � - ^- -1� � � _ � // // / ���/i�'- ������ / � � � �•i �.I � ` ��1 \\� `� � ` `� _i �`` =�- � � '\ \\ \� � � \\ ' -� / �r s - �� � � I i / � / / / 'i i \ \ i i{ \ � ` ` � b caF \ �� � 1 1\� \` i\ \ � � � �\ \ \�l I I � '� �� �� � �� //�/./i 0/ / i � ��� i � � /� \ I�I Ilt , \\ �\ � � � � �`°+,`. � � r / �/ ; / � '� ' � SPECIAL CUT DITCH c i i �. � Orifice Diameter �,� � � . _ \�1 I ► 1 / `/ ` � . � � �/ � see o�r,na r % -- / � \\\��� � � `- � � � � � � � � � � � _ � � � � � / � 1 1 � I I I � �` ` � � � �� � � � � � � � � � ���� \ ` c � � -� - ' � �� \ � � � � � Utilize Fabric Insert Protection in �� � I � � �� � i � � I ` \ � � � ` `� � � '� -.� � 22 ft. weir ���� �_��. _� � I 1 _ '-� -_ �8.. � � � \ ti _1�.� �� � \ \ -•,� � � � �I� ��1 \ � ��i _ � � �/ q . o: cs�c� ' �';� L � �� � � � � � Addition to Rock Inlet Sediment Traps �� � li I � i � _ � �` � �' _ - � -_� i- _ ' � �A ti � (See Tiered Skimmer � \\` � � � �� _ � .. i I I I 1 � \ - _ _ _ _ - _ _ � ' '. � ��o � � , \�� � � � � in Median Areas as Directed. i � I � � -. - - - _ - _- �- �(,/� � � ,�3 I 7749 Basin Detail) I; � ��tO„y �.�,,,,�`� `, 46 x 20 x 3 � / '��\ = DETAII AAA �.. � � � I � � � � �� ` _ - _ __ _� � � =1 - - Q 9�. i 15" 8 »3 I � `��'i �' -��'! 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TY� I DI 1741 18" RCP-III Yr / /� �' \ \ \ -. li � I / i � � � � � � � �� . i 0 , T e B' � / / � � � . � / P (See Tiered Skimrner l I l ! l l l l I / � - � � � � I � � � � \ , � � i �� i � - - � � �' g i4 g "'" ,�a3 �+ // /J (See Tieed Skimmer � / I � 1!Il�lll/��� - .�� �� \�_ i 1 �-�-=�� � �ii� �� i--.i--=�` I � � 80 x 35 x 3 1 Basin Detail � � I I I I l 1// l i/ i� \ � � ��_� �� / � .`. cBc� " ' / 22 ft. weir � � � � ♦ � ♦ �'� -� � _ � i / � �� � Basin Detail) \\ ID 17.7 B ���� 1 I � 111///ll//`�/� � 1��� `��\ _,=��� �� �� _�-'- i � `., �``- _\ � �� ._���i ��/i � ��-� / r � 30 ,5 ,a a�P-��� � � (See Tiered Skimmer \ � � � � 1 l/l l/l/ ///� �-� � ♦ .��� � .� � �� � .� � ��� \ � ` � �� i� � �,. � ryp RCP-III � s � �'� � I D � 7.7 B � � � � i �0 � � � � � \ � - ' � � � % � '"' '- - - � � � � _ -� � i ' � � " - / / / �/ �/ / / � �' - DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED � ` cs�� ` -,� Basin Detail � 1 \ � 1 1 �// Il// //// � � � � � i i i � � � � 7759 ��'y � � � � ` d ` � � � / � � � \ - -� / / �/ / i � �� \ � i � � � / � � i � - - SEE SHEETs 45 & 46 FOR -L- PROFILE II � !_ _ �� O �� �� � \ .��� � � � \ 1� ` � � � �lI_1/ll I/// � �\� � ♦ i� i� ` � � i �� � � ��� �/ / �/ � - � �-� � Fs z�i � � . na � , ... ID 17.11 CG � � � � � � � � ` I 1 , \� \ � � � � �/ ; _ ,� ` � '� � i i � � � / � � / � SEE SHEET 79 FOR -Y175- PROFILE I � � \ � t� � � \ � \�„�� � ��� \ \ � � I� �� , \ � I � I 1 ll/l/I / //�/ / � i �j / � � � � , � i � �' � � � / / / / � � SEE SHEET 80 FOR -Y715RPA- PROFILE � � � , , \� --� `\ q `, '. ' �� � ��\,\ � `��\ � �\\ � � I � �� �I ` V� � I 11'll/! I//// / /'�\ � \ ��`�i / // � i�\ �� � � �� �/ � \ \��� / /�� / � /����1� SEE SHEET 81 FOR -Y115RPC- PROFILE � � 4 � � f � ` � �_=_ � . • \��� \� � ���� � � I � 1 i � �� /i �i� � � ___ � �. �-� �� 1 �° �d-.=.- '",, , 48 x 24 x 3 �� \\ ♦ \� �' I �I � • 1 � I II 1►(f�lfll // i i ^ �� _ i / � 1 c � i � �- .- � - »46 � � \ � \'� \ � � \� � \ ` I I � I I ( � � � � `/ / � /� i - � _ � � � � ` /' / � � 1 1 � 1 I / SEE SHEET 82 FOR -Y115LPA- PROFILE ��� � � / � SEE SHEET 82 FOR -Yl15LPC- PROFILE �1...1 + � ��rs��\ � i � 18"RCP u \ ��� ��s 1.5 inch Skimmer `\ ���� �`\\ �\\ \\�\�`1 ��r II � � �`+, � 1 � I �11 IIIIIIIII 1/ � � � ��� / � � ��- �� _--_� � - ♦ � I I /, � � � - � ` �. � � � � � � I , �, .� � �.,, �/" � � I 1 ( � SEE SHEET 26- FOR STRUCTURE SITE DETAILS I �� � � � _ � � �� �1 � 1 6 l� � 1 � / 1 �ii�iiii iiii ►i � � � . �/ -_ _ __ __ , __ - - I, TS � ,. �y �, with 0.875 inch � � � � � \ \ � I ` � i- // / j � � �° � � _ _ � � � � � � ' / / / � � � � � 1 � � � ► � I SEE SHEET 2B- FOR STRUCTURE SITE DETAILS �- -_ � � � \\� \ ���� \��� � l 1 \ �� ` � /� 1 �II`IIIltllll�ll � �_ ����/�ii � ���� �� � � � v�' �� / �����i I � � { \ \ � 52 x 18 x 3 � � �� �' c - � _ �� z�uoi,, � f I''J t T \ .. Orifice Diameter � � \ � � \ � \ , � \ 1 1 ', ` \ � � \ `\ \� \ � � � � ... // / � - - - - - - � � \ i � � � � \ \ \ 1.5 inch Skimmer � �---�- � � �� i `�� m � �. \\\ \\\\ \\\\'\\ /I __ ' i ' / i __----- _'- �� / / � LOCATION: ' �' ��.�e 4 ft.weir � � ��� � � �`\ ",\��� � \� � \ �`�� `` \ \\\`\\\\\\\\\O\1 � r� � ��/ / ��� --- ������ � � �� �� ,� ����� � �� I I �� \ \ \ � 10 x 120 x 3 ( \ \ \` \\`�\ �` � \ � \ ! i ------ - v t , with OJ5 inch *For Basin U.10 CG I I � ID U.12 CG � \ � \ `� \� - � \ \� � � \` \ , \\ � \ \�� \\\\ \\1 \ \ � ,,,� i / / /�/ � � - - _ _ � � � � �; � � � � � ,� � � i / / � � .. � I � 1.5 inch Skimmer -� ` . \ -. \ \ � \� \ \ � � \ \\ ` � � \ � \ \, \ \\\\ \\\\�\\\\` \ � Y / � � i ♦ / /, /t / i , r � � � -_, � i . � � � � , / Orifice Diameter Place 3 Baffles, Equally Spaced N = \ .I \ � \� � \` \\1, � � \\ � � \ � � / / � -� � � � / // � l / ' - - - - - - - - �1 � � � \ �� � � � / � � ' i with 0.875 inch \ / / / �' -- -� ♦�\\� \� �.. � i 4 ft. weir At Each End Of Basin (b Total) \ � � 5•3 \ � " `+ �O � \\ \ \ \ �\ \� � \\�\ \0 `\ � \ \ \\\\ \\\\�\1\II I � � ' � / -_ = - \ \�`� � � � ` / i ` � i � / // � - - � / / nP No.: couNrr: Orifice Diameter \ \ � �, �� 1 � - 3 � \�\ \ ���\ �� ���\ \ \� �� �\ � 1 I l IIIli111\ IUI I I � / � � �� �/�/��`/ �i�i��-�����\`��\\\\�°� �\\ ♦ �i �� �- ID 17.13 CG 5 ft. weir With Skimmer Device In , � � I�w = �� � \` \ � \ ��`\ \ \ \ �\ � 1 1111 1111 1111 I � � / � i i �:- \ \ \ 1 � Center Of Basin i 1 � �� � \ \ � i � � \ �� \\ \ �� � . \ \ � � I � � / � / � � � � ♦ ♦ \ � i� / i GRAPHIC SCALE , � � � � � ,� / DESIGNED 8Y: E -Y115- STA. 69+50, SEE SHEET 18 ,, �.`,��, \�,.\,e�.�,,�,,�, e� .,����� ��� ,� `.\, i i �, t�i��►iu�rui, � /i , . �'�,'� � , i � � f� i� n.io c� , .. , �, � a � LIN . ,� � �\ . 1, . � r , , . , � , � � . �� � � `}`■�, /�I � � � � / � _ 1 � \� 1 1 1 1 1 1\� \ / �� ��/� 0 5 0 0 1 0 . . . . . .. � •. . . , i � , I. , . � � , � .. ' ` � ` �.� i - ; ' u_�� �TCH . . . . � . . . . . . . . . . . . .. . � � . . . CHECKE� BY: OATE: PLANS c � � _ � � U w m N O � � H � 0 � � c 0 U C 0 .� 0 � w i � � � � U � � � � �i i.� � O y � Z z O i N m N � C� � � z � � i J H W / 0 (� H � � � � w � � o ,.._, � � � � W c > H �--� � Q � z � w � J N a � i z � o H � � } � � J Q m Q U Z ' o �--� o w '� �o i- U � � c � w � o = � Q � 0 0 � 0 0 � ,,,, U N i � Z � � H N � � W H � o � w m m c� a � o z z � ,� � W H H � � � , o U U •� � W � z ~ J = � � U � o °C o w N + Z � � � } � � a o � 0 o w a � �n � c c� � o o � � � o , � w L `� � o ° Q U + � a � o � � � T 0 0 a � N o •o X o � x U 0 N Z � U r W � � � � � w � � > Q � � H U p O � � Z O 0 � � w > o w � W J (/� H � � � L.� �� , PROJECT REFERENCE NO. SHEET NO. DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED - _ _ i � SEE SHEET 44 FOR -L- PROFILE � � � �' � �'-����z-,-,�,� �� � ��,� ����'-� �,� , I-3802 B EC-SVCONST.16 SEE SHEET 81 FOR -Y115RPC- PROFILE zU� ,^ -� � �''� �� ILW SHEET NO. t' � ROADWAY DESIGN HYDRAULICS - � ��`� � ENGINEER ENGINEER ' . - _ � ' ��-� � HDR Engineering, Inc. of the Carolinas � 4 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 ___��5 --� �� �t,� i �- �_ � N.C.B.E.L.S. License Number: F-0116 �/!s;-. , `' � ��_ � �_ - : � � � „ _ �-�s. �: _ - '' -�, - � � � �' �. r � � � � � 35 xl5 x3 y 1.5 inch Skimmer with 0.5 inch -��� Orifice Diameter L,�, �'�'"��",_,-, n_, -��� � � ,�-,-,..v�-i; � 4 ft. we i r � �, _ ID 16.5 B � o - _ �.� - — _ � �� �, � _ - , �.� ���� � J _ � � ��_� ; _ _ . � _ - _ 5�`,, _ -� ' : � � ._ � NAD 8� SRS 2007 v _' . , � ; .s r'\-_ RIP RAP AT EMBANKMENT I ,_ '� �-� - �� SEE DETAIL 'T' _- � � CLASS 'I' RIP RAP `� STANDARD BASE DITCH ��-.,..� � W/CLASS 'I' RIP RAP �JS _---_ ' �---___,_ _ S , = 17 SY GEOTEXTILE 53 _ COL ATER CREEK � � EST. 12 TONS ppy �S :._ y. , EST.8 TONS � �;/S " 20 SY GEO-TEXTILE L � \' � _ , •.• ':_ ` .,. 5 ,- I. , � � ' SEE DETAIL 'KK' �� � � l(� STANDARD BASE DITCH � SLOPE = 3.57% \'_ _ ' ��i W/CLASS 'I' RIP RAP � ✓J, � EST. 17 TONS �� , � � -- ,_ �`' _ _ _ _ , SEE DE AEL�'FFF'TILE rr �'� _ - + - . � -- - � - '�� �5��--=�� - , _� � � �, � � � � � -��---- `: � �, ��� � � � S �- � - � s�. � � SLOP�E - 5,1 /o � . - � - - JS � - ---- - � - ' - CLEANOUT PIPE/ � _ � �� ����� �� . --- - � � - � . _ � - ; \ � IMPROVEMENT / / � -, LET ,- - _: �: _ _ - •. � _. ,- '-- —� J� - - - � . ' ,s ��' \'� ----��5 ,.. -- . � j5 'S� JS --- , '�JS ` - - _ - _-- JS �s�-- � - ,,-. __ � �-� � � - _ _ - � � -� i iiri, F :,; ' �'--JS�_._ '---- - �X� _ _ -�� _ —\✓S - - - - - - - - - - - - - - - - - - ti�,�; - - - _ _ - - - -- - - - - _ --_ - - - _ �� - - --- - - -- _ �� � - - ��� - - - � - _ _ C.- ��y� -- - JS - - - - _ _ - - � _ -- - - - �� � �� � _- -- - - - - -- - _N � -. � -. J ' _ _ � �� _ _ , --- "f , s�'V��//i, IJlll,n I�I --- _ , , - STANDARD BASE DITCH , Nr,� � - ,� ,�_ W/CLASS 'I' RIP RAP � ^^,�' � �__ - ` " � � � �s�— —.�� � _ EST. 13 TONS i ` ��''�-� 1601 CLASS I�', : i'i�NDARD �'V' DITCI� > - - _ 1616 - -, ,� ���'�, �' 7 � \'��% ' _ _:� � � - -- � - -- - - -� --F 27 SY GEO-TEXTILE � �,J� , � 'B' RIP RAP �, �� SEE DETAIL Ko _ _ �z�� ��r � .�P. � ' � - - -- - =- - - --- - =�r'� _ o �-/� __ - - _: - - SY GENS �y/ _ _ 0 /o �" � `�'_�,_- - I �C' ( I _ �'; , � ! SLOPEETAIL1.28/o I - .._ -- - � � _ EST. 3 TOO-TEXTILE �. � SLOPE 2.5 �;�.�-�,`,,-�' I .,, F,� : , , 10 � , ��- �-� '� �+�' 1607 _E'2 _- --- -� - - - -- -------- � --- �� - ���� � / +50.CAT-1 _.__- ----• •---�---- - -- �- ►�-` - GREU, TL-3, +00 1 9 � F _ __.---- ----•---•----------- -- --- ---�_..-_-='_--�•--------•--�----� F -_ �� � � - - ----- - � 1640 _ - - - - - --- -- - - -- -- - - - - -- -- - — - - — _ - «� - -- - - � -- ��, - - - -- -- - - «� --- - - - -- - ------, - -- - - - - -- - — - - - i � � --- - - - - - -- - - --- - _ --- - - - - - - ---- - - - - - - - - �� �i FILL WITH , � _ _ - � _ a � - N «� 1602 � FLOWABLE FILL - - - - - - - - - - � - - - - - - - - - O - - - - - - �� O - - � � ~_ o o � �� - ` - - - O - - - -- - - - - - - - -- - - - - - - - - - - - - ` �' _ _ A - - - — - -V - - - -�� - � p 1 14 ��� - i - - - - - N- - - - - � � � «� _� -- -- � ti --- ------ o-- --«�_- - � -- --- - - - — - - -- - - - ^ o - - - - - - __ =- -- - - - - - - - - 1608 T6 2G1 1612 TB 2G1 �� YTR 2G1 TB 2G1 1619 �� TB 2G1 1639 -,....,.. _...-•� •- -:.;._..._._ , a.� ,. TB 2GI 1622 .,.,..._._ -.�--D--�- --�-�--�- -=�-�--�- � • -�--�--�--�--�-�--�-�- . .. �-�-_ IL-�--�- -1 . _� --D--�- ...... �---fl--�-- - -� r_ -� - -�--�---�--�-- �.� _ � 1 24 _ � - �- - " - - - � - ��-�'��- ���_ 18" RCP-III 2 1 �� - - - - -- - -- E� r_ _ R E M D� T B 2 C: 1 5" 1 5" R C P- I I I EM V TB C 18" RCP-III TB 2G1 _"1.'..., � 1 6 0 '.....TB 2G1 --�.,._.rtCP-III".� DI 1 TB 2G1 .,...,.,... _ �♦ C O N V. D I T O J B w/ M H 9 - - 1613 �P I. 1 6 1 5 1620 1 1623 —' TB 2�i 1603 _ _ _ _ - - - - II - - �`� � - - �� _ _ � _ _ -'-- --- -- - - - -- -- -- - -- - - -- - - — -- - - _- -, - - - - - - - - ,�—�, �. - _ � - - - - - � �/ � �_"— - - - - - - - - -_ _ _ _- -_ --- --- - --�► - --- - - - - - - - - - - - - -- - - - - - - - - - O_ - - - - - - - ` - - � �► � a FILL WITH O , � �� ?��, - N� - - - - �♦ � FLOWABLE FILL - - - - - - - - - - - - - - - - -- - A% - - - - - - - - - - �� -- - --- - - -- -- -- - -- - - - - - - - - - - - �2 - - - - - - - — - - '- - — 1 10 - - -- -- -- - - i - -- -- J '' -- - - - - - - - -- - - - - - - - - -- ---- - - - --- - -- - - - - - - - - - - - COLLAR AND EXTEND � � SPECIAL CUT DITCH _ - _ __ REMOVE HW � SEE DETAIL 'XX' _ _ - - - - - C F � � � _ ---�� REMOVE DI O � � $ � � t� - _ _ - 24" RCP-IV � _ �1 . - �t-- - . - - - - - O O O �i - - _ r � C , f..w J� 6� _ - - ,_ __ -,.- , ---- � 1605 � 2G1(. ��REMOVF �a„ ;:MP - � _ � � - - ' _ � O _ � �� �1'.-' ),� � � � \��� _- _ � �J- ��'- - � : � F : , . �_ J � ,,, ,�l IIF ,,� - �' `.r— , Z' � � -' 1 ;a y� ihlc� , �,v}'`�\ ' . °r .� ` � � � — < -- - --- < < < < �''` � > � _ _n � �( h al �' . r � 4 ��_ -�` - ' � a� � ~ " - � SPECIAL CUT D� fCH f � .—"- - -� v 4 STANDARD BASE DIT(.H ` -� �_ = -` J FS , _ _ _ � � ,`�, �, �: SPECIAL CUT DITCH � TYP I, , , � �:� .� ��` � W �� �� � � � � � � � SPECIAL CUT DITCH / ucJ 1606 SEE DETAIL H t 1625 SEE DETAIL 'WW p;�l. �.o. � SEE DETAIL 'H' 48" CSP � SEE DETAIL H '* '` = J � � `� �� -� � SLOPE= 0.94% �I` �� 1634 4' BASE LATERAL DITCH l�, � � � W/ELBOWS� � / • `• - - -- - - - ` ' __ _ _ �._� _ � 1 :���.I(I�? ���.� := - - - -_ - -- —� ��� �� - W/CLASS 'B' RIP RAP '„i- � � .� � ` � - � -c:_ �' - - - �- _ - - = _ _ - _ - - --, -, - - - _ _ = C � � " ;r � .- _. - - - --- --- - � ' - - EST�7l TONS _ _ � � U � � � � -_- __ _ - --------- � �-�_ _ ----__ __ �- , . - - - - - - - - - - - - - - + � .� , \ - i�:" �'S� a -� 1638 \ _ _ ,,. 157 SY GEOTEXTILE 1 � �- - �- - - --- __ ==x =_- I� - - � - - - - - - - - '� ?' \ W/ELBOW'S ,�?� �� � � �`'�� SEE DETAIL 'DDD' � � � � � - _ _ _ � � ' �._ �• - �� ' 1! -' - _ BDO � \ �,� \ -� � � \ '\ � �'�\ �� � � � � BERM DITCH SEE DETAIL 'A' '` � BERM DITCH � � � � �� ,'� � � '` R � X � J a� SEED DETAIL 'A' 1630 � � � � � � i�; \ � � � � � SPECIAL CUT DITCH � C � SEE DETAIL 'H' i 1 �% � � � � � 2' BASE BERM DITCH 2' BASE BERM DIl '� �, 6. 3 � '� � � a � W/CLASS 'B' RIP RAP W/CLASS 'B' RIP F _ � \ \ � � - - - � N�� � \ � � � � i~ �` .--��'- `�e-�r._ EST. 23 TONS EST. 86 TONS ��.� � � �� i! 50 SY GEOTEXTILE 191 SY GEOTEXTILE � O C �, 1637 n � �����:� ' ' B A S E L A T E R A L D I T C H � SEE DETAIL 'D' SEE DETAIL 'D` O �O � �� __ ,,�I, SEE DETAIL 'MMM' �,�. X �` � � � = ` n�" LATERAL DITCt.��� � � CLASS 'B' RIP RAP -VSEE DETAIL'N�JI•!' - �_P , � � EST 2 TONS _,�, -<-,� . - �� ,_ � \ ,`F' , ��t. _ �-��'-`-vs��i-�" 2' BASE BERM DITCH 2' BASE BERM DITCH � � �� 7 SY GEO-TEXTILE W/CLASS 'B' RIP RAP W/CLASS 'B' RIP RAP ; �`', � \ SPECIAL CUT DITCH EST. 40 TONS EST. 47 TONS � OO X 3O X 3 LATERAL DITCH i ;,, � SEE DETAIL 'J' �� X� J X.� 90 SY GEOTEXTILE 104 SY GEOTEXTILE SEE DETAIL 'NNN' �� �� �cp �� N ID � fj.� F SEE DETAIL 'D' SEE DETAIL D' �. 5 i n c h S k i m���¢'''` \ � a3 I Wltil �.J� Iflfl= SPECIAI. CUT DITCH� ���FF�` O �� v0 � SEF DETAIL 'H' C ��� � 1636 � 00 . � �,�, � 45 x 15 x 3 Orifice Diam���.;� � � F� �'3 � �,�"� �? I D 16.4 F � �--. __ c � 11 ft. weir �� o'h 1635� i ; � � � ����-'�f � I D 16.2 B �, o� 2`"� ��. � t,0,� � , r, �� � 2' BASE � �: \ �/ ^^ .`^ ^^I A 1632 ���� 1 L,e,TERAL DITCH O� ^ � �� Place Matting for Erosion Control on Slope as Work Allows. Sta. 548 + 50 to Sta. 550 + 00 -L- Rt Sta. 553 + 50 to Sta. 554 + 50 -L- Rt Sta. 23 + 00 to Sta. 32 + 00 -Y115RPC- Rt Use Floating Turbidity Curtain in Areas of Standing Water in Wetland and Large Streams as Directed. Utilize Fabric Insert Protection in ,Addition to Rock Inlet Sediment Traps in Median Areas as Directed. 80 x25 x3 1.5 inch Skimmer with 1.375 inch Orifice Diameter 7 ft. weir ID 16.7 F LATERAL DITCH SEE DETAIL 'NNN' 53 95 x35 x3 2.0 inch Skimmer with 1.625 inch Orifice Diameter 12 ft. weir ID 16.6 F ,,� �1� ��E DETAIL 'MMM' O � A� /'t� � u'p � `` � � �` �i�._ �A ���� � ,e_�� � ,�C� c� ��C, � � �� � �. � SPECIAL � CUT DITCH \ � SEE DETAIL 'J' � �c V � � � �� �� �� �