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HomeMy WebLinkAbout20170449 Ver 1_NC_561_St_John_Permits_20170413DETAILED DRA WI1�G I Joyner Farms, Inca 1147 NC Hwy 561 W Aulander NC 27805 � DB 760 / PG 143 I PROPOSED SHEET PILE � FOR DEWATERING _ _P - - � EXIST R/W 41 — � _ _- � --- — � � ----- _---- � ---- __— � --- _--- — �— ____---- � � � _--- � � .• �9 � NC 561 � �,9 ° 6� � 2 Edward B Morris 1204 NC Hwy 561 W Aulander NC 27805 I DB 377 / PG 495 I � 42 5`� � 3908� o=� I I I — I I I J 06, — � � - — � � —__ - — �� — ------------ 42077�� ---- —'—_� 1 EXIST R/W EXISTING 2@ 5q" x 46' CMP ��� PROPOSED 2@ 66" x 50' CORRUGATED ALUMINUM PIPE WITH HEADWALL �P- - r ASSUMED ___ __-- — — — — — — - -- --- -- � � �,�� — _ ___—___— � � _—� �,��2�.— — _—__-- � � _— —� �_ �� TONC461—r p9 p9 6 �p 9 �9 ij Joyner Farms, Inco 1147 NC Hwy 561 W Aulander NC 27805 � DB 700 / PG 716 I PROPOSED FOR DE DETAIL SECTI011t VARIABLE � � � 25'-0" CROSS SECTI01� PROPOSED RIP RAP I � , ------- T ------- .19j7� � �]� I � �� O � � � � � � � � � � � � � � _ _ - _ ' PROPOSED PIPE BED VARIABLE I I I � I I I I ' I I I I I I I EXIST. WATER LEVEL I I �I - �����_��������������r-��_ ������������ -- -------I- ------T---- ----------_ ------- I EXISTING � 2 C� 54" x 46' CMP � PROPOSED 2@ 66" x 50' CORRUGATED ALUMINUM PIPE WITH HEADWALLS PROPOSED RIP RAP -�------- EXIST. STREAM BED NOTES: * PROPOSED 2@ 66" X 50' CORRUGATED ALUMINUM PIPE TO BE BURIED 1.0' BELOW EXISTING STREAM BED * ALL ELEVATIONS BASED ON ASSUMED DATA PROPOSED RIP RAP �� ---- EXISTING PIPE BED 42.65' EXISTING � OF PAVEMENT 49.65� PROPOSED FILL ����������������������������� � ////// — — — — — — - � / -- --o - - Q-- - o - --o o I/ o� ' o � � / / WATER LEVEL 43.31' --�-- ---� =1 � �� o--- ----------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � STREAM BED 41.98' --- ---- ----T ----I----'�� EXISTING 2�«) 54" x 46' CMP PROPOSED 2@ 66" x 50' CAP WITH HEADWALLS NOTE: PROPOSED 2@ 66" x 50' CORRUGATED ALUMINUM PIPE TO BE BURIED 1.0' BELOW EXISTING STREAM BED DETAIL SECTI011 t- I1�LET E1�D VIE W SYMBOLS EXIST. PIPE BED PROPOSED CROSS SECTION - - - - - - EXISTIIVG CROSS SECTI0111 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION 1 113 AIRPORT DR. EDENTON, NC 27932 (252) 482-1850 COUNTY: HERTFORD WBS#: 1 B.10461 1 QUAD: UNION DATE: NOVEMBER 30, 2016 BASIN: CHOWAN SHEET #: 2 OF 3 REPLACE PIPE CULVERT ON NC 561 NEAR ST JOHNS LAT. = 36.306174 N LONG. = 77.094031 W DRAWN BY: D.H. STALLINGS SCALE: 1 " = 5� DETAIL SECTI01� - I1�LET E1�D VIE W i� z•�i•�ya.� a�� ��� — — — — — — — — — — — — — — — — — — — — — — — // EXISTING � OF PAVEMENT 49.65� PROPOSED FILL ////////////////// // ------------------- ///////////// o � ��Y�`§o � � � �� � � � � � � � � � �� � � � � � � / ./ EXISTING PIPE BED 41.65' �� �� �--����� ������---- --0-- --'--L — �— `_3� PROPOSED PIPE BED 39.98' PROPOSED 2@ 66" x 50' CAP WITH HEADWALLS NOTES: * PROPOSED 2@ 66" X 50' CORRUGATED ALUMINUM PIPES WITH HEADWALLS TO BE BURIED 1.0' BELOW EXISTING STREAM BED * ALL ELEVATIONS BASED ON ASSUMED DATA WATER LEVEL 43.31' '—w— — — � -- ------------------- STREAM BED40.98' EXISTING 2@ 54" x 46' CMP SYMBOLS PROPOSED CROSS SECTI011t - - - - - - EXISTI11lG CROSS SECTI011t NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ' PF DIVISION 1 113 AIRPORT DR. �` �� EDENTON, NC 27932 (252) 482-1850 � 9P'� COUNTY: HERTFORD WBS#: 1.104611 QUAD: UNION DATE: NOVEMBER 30, 2016 BASIN: CHOWAN SHEET #: 3 OF 3 REPLACE PIPE CULVERT ON NC 561 NEAR ST JOHNS LAT. = 36.306174 N LONG. = 77.094031 W DRAWN BY: D.H. STALLINGS I SCALE: 1" = 5'