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HomeMy WebLinkAbout20151023 Ver 1_B-5404 Revised Permit Drawings Sheet 3_20151105� � s T � 59 �,� inCO N� .. C �ti \ 0 -DRl_ POT Sto. 10+00.00 BE�IN CdNS7F?(l l� 5 5° 23' 42.6" W— S 63° 06' 29.9" W� \ x� ENO ° pRl' BfG��,GpA /�G TQQ 8 8 R �� t�'P' :1 S 5° 23' 42.6" W _- _ i -- / ���- —. / �, / � ^ O 0 N �\y Q' H �"J W Q Z 100' _ 100' ?00' 300' � � GRAPHIC JCALE SITE 3 � f P „�;'' \, �� SITE 4 -��`�%"rN ' , � - --= }� � SITES 3& 4 ENLARGED VIEW � DENOTES FILL IN WETLAND ��ENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURPACE WATER � DENOTES HAND CLEARING N PROIECT REFERENCE NO. SHEET NO. P E RM I T D RAW I N G 8-5404 4 RNJ SHEET NO. S H E ET 3 O F 6 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ������1 dN ��' ��.A��.� DO NOT USC FO CONSTRUCTION �;� Dewberry F R�A� ��� � - � /�� ' � s �� BANK STABILIZATION '--- � �� �� � : '� � IMPA�T fN , �� ---- _ � � �ORI- POT Sta. 11+69.48= �� ' , - � + �� $URFACE� �` � � ` ,- -- -L- POC Sto.15+53.50 �0 � , � � �� � � WAT�R � � � � -- � � �c��, ' DETAIL - DRIVEWAY No. 1 (-DRI-) % � ' �i// i i,� ' sr�2RioHS'�� :^�� + �3s��sF� ��� � � �� LL i � � ��� � �-. � ` _ ��� � - �_ � � PERMA x , , � � � � ' - 0`� ;'�'� � %,,,� EST�� SY c� ,� +� , ; `�, ,' �`�� IN � W D ��� � �'� ���� �� � � � �\ , �, � ,- -- NENT FI � ; ;,� � � , � ' ;`� - - - - '� Q o���� �o����s � XF , � �� � �� � � •� � ,_�_ ` _ `_ ' � �� , , , �� � , ,� , -.- ��� %.;� - -- � ��' TLAN , . , , , i , „ , , %,�, � ,, ,/ �, 5/ �� o �` , , � �� ` � ` � , 1 ��` ' -- , �, � ,� �., , � ,� ; , �, � � � � ,.� ,� . � � �-� , ; � � _ � `�� `�� _ A _____ �'��` '` ,, SITE 2� � �, ,,,��,��.,, .. � —� , � E 3 � , o , � � - -- �� �,;��',��� ����.��.��� � � �� -,- ;;,�'' �� , '� SIT � , �so��rro F���- ����� �� `\� � � � �� � '� �� , ', .�/;:� / � 1 \ � \ \ \ � �� \\�• \.. `, ....-- ---�� OLLIE COGGINS � � �- �/// /�� �� + , �� '' �� � � .t TRANSITION 57 NE ' � � � I \ \� � � _,�- '-� � \ . � � �� V 1 , A / � ,��r � � � � � � � � � _ �� _ _-, �i � ' - � i�>c � o � � cwss �e RiP xn�; ��i � � 1 � � � i � � ` , \ � � � id � � � � � � � � � � ��' � �i� % i�t� r � x�� � sa'2' i � � � � � �� � . � �� � `� �, � ; __ �.' � i�'/ 2'`'. �, � � igT.i�5v�rmi, . ii� �,., � ��� ` � � �oa _----_ �i �� ��� �� �,� � . � i � �_ / ��F ��� / A I � . 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I���� _ \ x \ 1�� '�I '�I � .. - � \ � 1 � / / I I I I'�I�, l�i�\I_ 25FC. � � i "� :�I. � ❑ ��� I OLLIE COCGINS. \ � � � � I I -- __ � N 4 .: 5 _ � \ N � ' I I I / I I ; '' � CONC . ASEMENT � � � \�. F � . I� I I I � 1 �tC -- � �,�� � t� � Q —� � , , � � � 1 — �� ; ' ', I I � ', �'�, � �, � � � � �� � ��� � , � � ���� � � � _ _ ��,,� � _ --- - ' I , I ' ,,�� ,�,�,, , � ,�, = , -- - � , __ __ -� � ��� � ii - i � � ����� � x ii � , � � � i_ - _ - i � �� I� -- � °u ���� � i ', � t„�. �; � � � u k� I � � x �' ' I �I ' _ BANK STABILIZATION IMPACT IN SURFACE � / WATER ai��� / DETAIL A DETAIL B i i SPECIAL CUT DITCH (No��o Scale� (���s� Fron� � DiKh ural � A� � Slope Grov�d 7.� 1`N,o+. D Min. D=1.0 Ff. TR,4NSITION DITCH FROM (-L-) STA. 12+10 TO STA. 12 �-50 - LEFT FROM �-L-) STA. 21 i- 00 TO STA. 21 i 50 - LEFT DETAIL C STANDARD 'V' DITCH ,�o„o s�e�a, � Noiural �,o��,e Z,� M1� c.o��a D Min. D-1.0 FI. FROM (-L-) STA.16+84 TO STA.17+36 - LEFT FftOM (-L-) STA. 17+19 TO STA. 17.59 - RIGHT SPECIAL CUT DITCH � Nai �a s�aie� (���s� —Fron� D'ikF urol � p' � Slope Gr�o�nd 7:/ p 1��•�+ Min. D=1.5 Ft. FROM (-L-) STA. 14+00 TO STA. 16+64 - LEFT FROM (-L-� STA. 14+00 TO 16+74 (-L-) - RIGHT FROM �-L-) STA. 17 I 59 TO STA. 19 I� 00 (-L-) - RIGHT FROM (-L-) STA. 19+50 TO STA. 20-50 j-L-J - LEFT DETAIL D RIP RAP AT EMBANKMENT �No�m s�am� �Dlch J 1.0'mi� -� Grade GFOTEXTILE � Type ol Liner CL II R'ip Rop v✓Gaorexiile Fc�l���i�. �-L-) STA.16+74 - RIGHT (-L-) STA. 17+19 - RIGHT '�� /1 15" �J 'A S - - �- J �� 5 / '8 ,r �0/ � i � / ��� � ! �r �� SITE�1 ENLARGED VIEW SEE SHEET 5 FOR -L- PROFILE SEE SHEET b FOR -LEX- PROFILE SEE $HEET b FOR -DRI- PROFILE