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HomeMy WebLinkAbout20170951 Ver 1_W-5601A plan sheet 4 revised_20181204I � DocuSign Envelope ID: 5185DF73-BC30-49AA-9208-5343B891 F953 � � PROJECT REFERENCE NO. SHEET NO. � � � � � ; �, . A LYX W —560/A 4 i � � ENGINEERS+CONSULTANTS �y�/ SHEET NO. 6750 TRYON ROAD CARY, NC 27518 phone: 919.851.1912 CALYXengineers.com NC License # F-1333 -L - Pl STA. 20+60.94 �= 49° 2/' 28.0" (RT l D = 4' l8' 28.6" L = l,145.74' T = 6//./4' R = 1,330.00' Se = 0.06 D.S. = 60 MPH Pls ST A. l3 +83.17 es = 4° l8' 28.6" Ls = 200.00' LT = 133.37' ST = 66.70' O + 0 —L — POT STA. 9+00.00 N Z � N � W � � �a�� 3g E � �2\058� � 2�°q5'32�� E � � _ 1z,oz�- O O ROBERT C. HOWARD, et ux DB 3838 PG 262 PC 41 PG 176 �M J. JOHNSON,et ux � DB 1810 PG 334 N� PC 41 PG 176 ➢ � °� N � �rn N � � �' °o �_ _, �n � O O + � � \ao5q 26 E � �25,0 O KAY M. PAYNE DB 2283 PG 961 PC 41 PG 176 Pls ST A. 26 +62.24 6s = 4° l8' 28.6" Ls = 200.00' LT = 133.37' ST = 66.70' � � �� No �� N O m — N 44°26'15° E 1H6o50' JAMES R. WILCOX, et al DB 3677 PG 709 PC 61PG 240 RETAIN EX. DITCH � � Pv � �� q�,2g„ E� N� COREY E. RIGSBY DB 4019 PG 974 PC 61PG 240 �O � �/ 26°50'01" _ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,,,�����11�1���, ,����1111���I �•• �� CARpI ••,, �••`'�� CARp��'••. �����,�'F�SS 1p'•%Lq �'; �����,�'FESS% p'••,�q ��:, • • DocuSi9n��'i i � • � � s i = � � � � : � DocuSigne�.� � � � C. ��� � i �kl � �Oux2 ��[ [n � • �� � D92 97�E12EA4�B�: i i o�����4E664@�7..- � -�� � Q� � � � ♦ �:; �.o �•:,NG I N E;�'� �.` �% � �'�,��I N E;� �c,�; ' .,�yF •.....• �o�, •, q�� •.....• c��. �� ,� , ��� � P e �� ,��. '' ��� ��.•�` '•�.�����...•. izz�zov lz�zz�zov DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N � ZZ°46'29�� � 38092' EIP � �9, RODRIGUE V. MAXIU DB 3696 PG 189 �' PC 61 PG 240 � � o �� �W ,� m � ��X x 72" WD \ N 77°00'3q" E $ 14039' _ �DURWARD B.SHAW, AMERICAN HOMESMITH, `� � et ux �, LLC �o °� w DB 3728 PG 188 � �„ DB 3949 PG 967 � PC 61 PG 240 °`° �' � � PC 61PG 240 m �� m � %�� � � ��_ ��„ ��,� � �ti � D�� �♦ ��\ '`�� O � � � O , � s�� � Oo � XO � (1 � �v ��o �� � �� � ,�� / Q� � —L — ST Ae l0 +OOv00 � � � � � FROM -L- STA. 10 + 92 TO STA. 11 + 20 LT -L- STA. 13 + 00 TO STA. 17 + 00 LT -L- STA. 18 + 00 TO STA. 22 + 00 LT -L- STA. 2 3+ 00 TO STA. 2 6+ 2 6 LT -L- STA. 2 6+ 95 TO STA. 2 9+ 00 LT � � � � � ' � � � � � L � , ,� � Q � � � � � � � , � 3 � / � � ; o � L � � i � � ; �� � 3 i �� i i N � i � � 3 i ' 6� � ' �/ i N o0 ' —� rvir�nivi� n. nv�rHnv� a i un DB 1182 PG 74