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HomeMy WebLinkAbout20180839 Ver 1_R-5014_Site 8 Roadways_20181005_L _ PROJECT REFERENCE NO. SHEET NO. + + 4 + '. CALYX R-5014 10 Pl Sta 92 55.5/ Pl Sto 98 8.89 Pl Sto l05 78.55 DETAIL B p= 43° l5' 3/.2" (LT) p=/3° 24' 22.6° �LTI p=/04° 22' 34.7° �RTI ■ EN��NEERS+�oNS��TANTs R�W SHEET NO. D= 8° 00' 00.0" D= 7' l5' 00.0" D= 2/° 37' 15.8" SPEC� NL�tC�UTaIDITCH 6750 TRYON ROAD CARY, NC 27518 ROADWAY DESIGN HYDRAULICS L= 540.7.3' L= 184.9�' L= 482.75� Front ENGINEER ENGINEER T= 283.J�' T- 92.UU' T= 34/.`Y✓� Ditch phone:919.851.1912 Natural � 3'1 Slope CALYXengineers.com � � � Ground �'.•� p , NC License # F-1333 R= 7/6.20 R= 790.29 R= 265.00 Formerly Mulkey Engineers & Consultants - / SE = 5/ SE = 6/ Min. D=1.5 Ft. RO = l26' RO = l05' RO = l26' V= 45 MPH V= 45 MPH � V= 30 MPH FROM -L- STA. 99 + 76.92 TO STA. 104 + 10 LT �� �� O�� `L LGI LAND NC. LLC �P 5�0 DB 1673 - PG 409 - �� PB G- PG 264 PO DOCUMENT NOT CONSIDERED FINAL JANICE WILLIAMS 0'NEAL +24.00 -L- � UNLESS ALL SIGNATURES COMPLETED �3 DB 365 - PG 842 , 55.00' �r �'`'�°��� �� 6�3 COLLAR AND EXTEND REMOVE WOODEN JASPER DONNIE GAMIEL ` EXISTING 48" CMP WITH PIER TO RIGHT OF -Y,3C- POT SfO. 11+65.72 5�8 DB 1164 - PG 389 �� BRANDON BEASLEY 23 LF OF 48" c�P W'4Y +44.00 -L- N I3� 20' S5.8° W PB 0- PG 398 � PB8 G2 - PG 399 � - 40:00� �T -Y3C- PT Sta. 11+56.6/ +22.58 -L- MAYNARD R. OUT�AW �p b2 , 50.00� �r ' 66 �O �9 DB 1390 - PG 278 � COLWGTON ENTURES �� `� +07.00 -�- � _� _ N AR/+ Tlo N P B D- P G 3 9 8 O D B 1 8 8 0 - P G 5 9 �� 5 0. 0 0' L T + 2 0. 0 0 - L- `> o�s ; O � PB C- PG 197A 40.00' LT_ � � \ +10.00 -Y3C- �k �k ROCK PLATING 25.00' LT ; , COLINGTON POINT \ -L- STA. 104+10 TO 1 4+65 LT '_, `_ ;��_,����' -Y,3C- PC StO. 10+77.�� 65 DEVELOPERS,LLC � - � � ,�� ;� +04.00 -L- ` 7 , CC3LLAR AND EXT o N l7� ��� ��.7�� E DB 1677 - PG 203 - � ; -� ` 40.00' LT EXISTING 48 CMP ITH , PB G - PG 300 � ��'� � = �`°� � � `� '� 23 LF��OF 48" CAAP BE3C- 10+67 Ob ��� �� ��� ��� ���� � / ; ' + 53.00 -L- 1 2 UNK\'`" COLINGTON POINT +37.06 -L- 1015 50.00' LT ~C� `"-�. 40.00' LT � +65.00'� -L-! � � 1017 ; � � 40.00' LT E��'�`� frb DEVELOPERS, LLC ,�, �;7°53'n :,�� +58.65 4� � 40.00' LT r` � +00.00 -L- I DB 1702 PG 237 a �� 30.39' r� 1012 E p0 40.00' LT � I � PB G- PG 300 _ �\� � k � '' -Y - PT t l+ 7_4 ��W 6� �''�, � ',, �e1 w R , - i���- - Fo 3C S o 0 52. � �. � �� " � 'c�'� � - C P-I AT-1 �, � MARK D. 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