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Home My WebLink About20150865 Ver 1_Permit Drawings_20150825�n r� vlE �� DETAILED DRA WI1�lG 4s. SG� Fa � \ � Kathy P Holland 750 Mt Hermon Church Rd Elizabeth City NC 27909 DB 481/ PG 394 i �� —�� ,— � � , , , , �� / SR �3�� TO / / � � � � � � � 0� � � � �� NO WETLAND IMPACT NO OPEN WATER IMPACT LEGEND — — — EXISTING PROPOSED � �s ° �� / 15051 - � � � � � �� , ,—� 0 George A Harrell, Jre 752 Mt Hermon Church Rd � Elizabeth City, NC 27909 DB 0 / PG 0 � � � �� / �� /" EXISTING I@ 30 x 45 RCP ,��/� ,„/ D� �� , �i� & I@ 24" x 45' RCP ;; %� � �RG N R , „ �� N �N � , „ , � , „ / NERM ,„ , / , „ , / , „ , ,=�'� -'� M� � ,- � ;j,,— ,—/ R �3�q ,, S � ' ,, ;= — ,— ,�� , — , — � � � , N�� ;— � , _ ; , � � � 1��25 � � �� 175' � / �ti , ,— . ��,,�� 15056 , � , � � _ , _ , _ \ � � �- � �w � ��5� � / / N �� i � / ,�� G � �' , � � � / � / � � � � � � / � � � � / � / � � � / � � � � � � � � � _o / � � � � � �2�0��, � � � �� \ � �� / � �� -,=\� � � �, � �� ' Jerry W Hardesty 3481 Millhaven Circle Winston-Salem NC 27103 DB 0 / PG 0 . � '�1� . ��1 X1 \ �� ' O,� , � Leonard Davis /,�� 753 Mt Hermon Church Rd � �' Elizabeth City NC 27909 DB 0 / PG 0 � � PROPOSED I@ 95" x 67" x 40' CAP WITH HEADWALLS DETAIL SECTI01� CR OSS SECTI01� � � VARIABLE PROPOSED RIP RAP VARIABLE � NATURAL WATER LEVEL EXIST. STREAM BED � 19'-0" I PROPOSED RIP RAP � o,_ ��o��Q�� — � � — � � � — — — — — — — — — — — ��g� � � � °Qa p�,�o° _� . ° 000%��go � � on � nc � � .. c�r',� , o / o � �h ��b� ��' � � ��;�� — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — �� -1 . -� — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — —1-. I PROPOSED PIPE BED PROPOSED 1@ 95" x 67" x 40' CORRUGATED ALUMINUM PIPE WITH HEADWALLS EXIST. PIPE BED EXISTING -1 @ 30" x 45' RCP & 1@ 24" x 45' RCP * NOTES: PROPOSED 1@ 95" x 67" X 40' CORRUGATED ALUMINUM PIPE TO BE BURIED 1.5' BELOW EXISTING STREAM BED * ALL ELEVATIONS BASED ON ASSUMED DATA EXISTING WATERLINE TO BE RELOCATED EXISTING �- 1@ 24" x 45' RCP �� / � STREAM BED 15.57' _ _ _ _�� _ � _ � PROPOSED PIPE BED 14.07' � EXISTING 4 OF PAVEMENT 21 .75' SYMBOLS PROPOSED CROSS SECTI011t - - - - - - EXISTIIVG CROSS SECTI011t EXISTING 1@ 30" x 45' RCP WATER LEVEL 16.31' _ — — — — — — — — — — — — — — — — — — _ NORTH CAROLINA DEPARTMENT OF TRANSPORTATION EXISTING PIPE BED 15.15' DIVISION 1 113 AIRPORT DR. — — — —�— — — — -r'� — — — — — — — EDENTON, NC 27932 (252) 482-1850 PR OPO SED 1@ 95" x 6T' x 40' CAP WITH HEADWALLS NOTES: PROPOSED 1@ 95" x 67" x 40' CORRUGATED ALUMINUM PIPE TO BE BURIED 1.5' BELOW EXISTING STREAM BED *ALL ELEVATIONS BASED ON ASSUMED DATA DETAIL SECTI01� - O UTLET E1�D VIEW COUNTY: PASQUOTANK WBS#: 1 B.207011 QUAD: PASQUOTANK DATE: JULY 9, 2015 BASIN: PASQUOTANK SHEET #: 2 OF 2 REPLACE PIPE CULVERT ON SR 1374 MT HERMON CHURCH RD LAT. = 36.265655 N LONG. = 76.318531 W DRAWN BY: D.H. STALLINGS SCALE: 1" = 5'