Loading...
HomeMy WebLinkAbout20180109 Ver 1_Cherry Glade Rd_psh2_20180117DETAIL SECTI01� PROPOSED RIP RAP � � � � � o° � � � � � VARIABLE � � � 19'-0" CR OSS SECTI01� VARIABLE ��`�o ----------T----------- o�� i � o� oJ . �o �� , --------------�-------------� o� , ' EXISTING �o°�� � �� EXIST. WATER LEVEL � 2@ 60" x 40' RCP c — — — — , — — — — _ — — _ — = — = — — — — — — — — — — — — — — =z— — PROPOSED PIPE BED � EXIST. STREAM BED PROPOSED RIP RAP � � � °o � � 00 � � � � — PROPOSED 2@ 72" x 40' CORR UGATED AL UMIN UM PIPE NOTES: 2@ 72" x 40' CORRUGATED ALUMINUM PIPE TO BE BURIED 1.0' BELOW EXISTING STREAM BED * ALL ELEVATIONS BASED ON ASSUMED DATA EXISTING 4 OF PAVEMENT PROPOSED RIP RAP 50.90� PROPOSED FILL ��������a��� ��� �o�a� �o� o� ,�� o� ,�� o� ��� � � �/�� ������ � � WATER LEVEL 43.36' ��� � �� cro�nnn Q�n no na� PROPOSED PIPE BED 41.06' 2@f f72" x 40' CAP NOTE: PROPOSED 2@ 72" X 40' CORRUGATED ALUMINUM PIPE TO BE BURIED 1.0' BELOW EXISTING STREAM BED DETAIL SECTI01� — O UTLET E1�D VIEW EXIST. PIPE BED SYMBOLS PROPOSED CROSS SECTI0111 - - - - - - EXISTI11tG CROSS SECTIOIV NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISIO N 1 113 AIRPORT DR. EDENTON, NC 27932 (252) 482-1850 COUNTY: PASQUOTANK WBS#: 1 B.207011 QUAD: PASQUOTANK DATE: JANUARY 17, 2018 BASIN: PASQUOTANK SHEET #: 2 OF 2 REPLACE PIPE CULVERT ON SR 1303 CHERRY GLADE RD. LAT. = 36.2938 N LONG. = 76.3667 W DRAWN BY: J.B. CONNER SCALE: 1�� = 5�