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HomeMy WebLinkAbout20170472 Ver 1_SR 1114 Horton Ch Permits_20170419DETAILED DRA WI1�G EX�S T R� W � EarlAskew 238 Hortons Church Rd Aulander NC 27805 DB 418 / PG 391 PROPOSED SHEET PILE FOR DEWATERING (OR AQUA BARRIERS) SR ///4 � � -��-� ------------- � � � ---------------- - � � - -------------- � ----------__. \� \ � � _ // \ EXISTING 2 C 54" x 60' CMPs O David C Conner 207 Brick Mill Rd Aulander NC 27805 DB IA / PG 5803 % / � O Stanley G Rawls 712 E Main Street Aulander NC 27805 DB 373 / PG I13 PROPOSED 84" x 50' CAP WITH HEADWALLS �� � �� �m ��' � �� �T� � _ -- � �� �-�-�r T--------------- � ---------------- — ---- — — _______________ _ _ � - -�-�------_____ �80 � � /� � �- lONC35s � � --- --___ _ _ � ASSUMED PROPOSED SHEET PILE FOR DEWATERING (OR A(]UA BARRIERS) \ \ P \ \ �� PROPOSED RIP RAP A in----- i�i� ER LEVEL I Ii I �I II� �I - - - '--" - - - - - DETAIL SECTI01� VAR. CR OSS SECTI01� � � � 18'-6" i � � � � _I � � VAR. PROPOSED RIP RAP _ � -�������� � ��� �� i , ��o�� ---„_,�------�------------------- � ----- , �� �o o � zZP,�� — � ���o��� ii �o��a i o � ��� �oa�,� i ii i , � - - - - - - - - - - - - - - - - - ' I II I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ! PROPOSED PIPE BED EXIST. PIPE BED EXISTING STREAM BED I � EXISTING PROPOSED 1@ 84" X 50' CORRUGATED � 2 C 54" x 60' CMP AL UMINUM PIPE WITH HEADWALLS NOTE: PROPOSED 1@ 84" X 50' CORRUGATED ALUMINUM ALLOY PIPE TO BE BURIED 1.0' BELOW EXISTING STREAM BED EXISTING S YMB OL S PROPOSED RIP RAP OF PAVEMENT _ _ _ _ _ _ �oo.00�_ — _ PROPOSED CROSS SECTI0IV ------ � ----------- --� ------- 00 oc, �'o 0 � � �, �� ° ° ° ° ° ° � �� � EXISTING CROSS SECTIOIV V 7 V - - - - - I �— —� PROPOSED 1(u 84° X 50' CORRUGATED � � ALUMINUM PIPE WITH HEADWALLS �ISTING 2@ 54" X 60' CORRUGATED � � � � METAL PIPE � I I I � \ / \ / WATER LEVEL : 91.90' - - - - - - - - - — — — — - � — — -- � -� — — — — — --�— -- - - - EXISTING STREAM BED 90.50' EXISTING FLOW LINE: 90.60' PROPOSED FLOW LINE: 89.50' � � � � � � � � � � � � � _ � � � � � � _ � _ � DETAIL SECTI01� - I1�LET E1�D VIE W NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISIO N 1 113 AIRPORT DR. EDENTON, NC 27932 (252) 482-1850 couNrY: HERTFORD wBs#: DF15001.2046011 Qua�: KELFORD DATE: OCTOBER 24, 2016 BASIN: CHOWAN SHEET#: 2 OF 2 REPLACE PIPE CULVERT ON SR 1114 HORTON CHURCH RD LAT. = 36.247243 N LONG. = 77.131031 W DRAWN BY: D.H. STALLINGS SCALE: 1" = 5'