Loading...
HomeMy WebLinkAbout20150498 Ver 1_SEliz City 17082215060_20170823---- — - - - — - J[�� /'/�/'/� ///��/'�'��1n'1 7 psscrr<�sa��>>c<,a-. � .. -'. . V. . L�L.� i�7�r!— .aE�2a.Ec6.i%E4sPEB ... _ .' — __" __ . — _ — — — — — ' ' _ ". _— _ _ _ —. _ _ _ — . _ —_ — — — G�ADE OAT�A -�.3—�! 0,3000% PI = iz�sa.ao -�- EL. = 4.�7 10 �� _ ��' 0 �� FIL� FACE � ENp BENT 1 STA.43i4�.77 -L- GRACIE POINT EL. = 4.5� -- EL- 4 <--------- ' -----_---�_' __-_- W.P. ' I `_;lp. ]:i+43.77 L- �,'_ OiF� iC27 ;IN dPPR�ACH SLA 51A.13+3�,q� -L- ��'�, �.� � H�.� A .. ��I'��'�:[� �1F NP 12 X 53 STEEL PILES i�+so r� 6��to E%CpVAT7Q�V (TYF'.) FIXED ---- --�.`XY�:h'�;,� EfJD BEI�T 1 FILL FACE � �' END BENT 1 � �\ \ \\ �� 1 aaiE : 6-➢5 pAiE : 6-15 Dai�E : �-15 l�}M1 CH4RD r�. = z.z� ('a � �3RG. RT, SIDE ENp �ENi 1 -GALVnnrI2E�7 STEEL SIIEET F^ILI�dG � SPr�iu „a,. UNl'�LASSIFIfD STRUCTURF EXCAVA7ION �TYP.I EL. 4 � N.w.,. �� EL. 0.4 {1i16114D EL. 1? i��� ]4+00 EXISLING SUBSTRLIC�TIJR� �]00 YR. W.S. cTYp.) EL. 5.07 — FpxEO FIxE� , � --- --- EL. -4 ° � � � _,�'-'�--� ---------- .� + � 80T.OF CAP ', �rl �L- - '�D.c']'- �.7 EXC�.VATE TO EL.0.5 SLpPC E� DRA?N �EXISTI�IL 5lS85 7 RUC TL�ft c1 x�=.i , � SPAN „8„ 25 YR. �S. E[. 3.8 EL. 4 � � El.l'- EL.I�j� --'_" EE. 3± '_ '�_ -HP ]q X 73 GAL4ANIZ�L1 STEEL PILES EXCSVAT� T(7 �L.0.5 S�G�E 1(1 DRAIN BEN7 1 SECTION AL�NG -L- SECTgONS AI ENi� BENT� ANE] BENT ARE TAKEN AT RIGHT AN[,LES w � �� � �, e ti �% E ) �,'�Q`� 2 �� w f� B�NT I �� h -�� _s � CONTR6L LINE _ —' " - �' 2 ��' '/ � r i i � �-, f d 1 ,l 1 J ! � BRIUG� &° W.P. "2 i � j' 5TA.13•g5.00 L 1x ��, ��u �` ~� �l �1 ;! ,; � S,;. r- �,� �� �! 4� � ,.ak ��,L �•,.P�4'f`� � / � � y� � c� � � j� j ' � ti ._ti' r� o c, _ � / a q � G e� ,� v�U �� � � C� s �� � � ` ' S1'-2�a'• �- -�- IG�°-oo•-aa,., tTYP.) - ���� � sr z / � TOTAL LENG1k GF BRIUG� = 102' S'/�" / cFILL FdCE C� EN� BE�vT 1 7C� FILL FdCE (� ENp BEPJ7 21 / ;� j PLAI`� EHF' FILES �v�T SH�WN FOR CLr�RITYa ia.5o GRAD� QATA o.3�aQ'1. /'� _a.3664'r. �_ , PI = 14+9Q.00 -L- LOW C�IORD FILL FdCE fal END BENi z EL. = 4.99 EL = 2.51 STA. 14+Afi.23 -�- VC = 70' aC1 � BRG. RT. SIDE GRADE POINIf EL. ' 4.85 END BEN7 ? F � xEC7 -- E1.4' '�,v.i<�- -- - - ---- ------ --------- _ ---------- � �� .� - .��, _ f v =.-_ � aPFRGx�MaTE F�AP�JRdL GR�LlNb LI��E Gdl_VANIZE�—f� HP i2 N S3 STEEL STFEL �ILES SHEEP €��ING 3 HERCBY CERTIF � 1 � t• �� END BE�T 2 g�8- 7 o-G� wt�e�- �Itw. g-7-J p. zY._ g_ i- r � . 4 Z -7. ys�. r � • 4s �� ►�- r' . 4-a _ 6-4-�� n�nr�: nnoroeK RUF� Is a�so xNowr, AS SNINGLE LANf�I�IG CREE�.. r �F3LL FAC� C� END ��MT 2 r /� � �` tN�-�pR����. ' ]223 Jo�nes Framklin Rd. %�t. � Raleigh, I�! C. 27d06 � �� ETweRI�L gus: 919' S51 SD77 L = �NGINCEpSNG Fr�x; 919 L�l 8147 o': 22072 �x : Lrcense. F-�G377 y'., g � tw v5'THU���.`�`� 7RkY5PC�FJATIINI Pl/NA'ING/4`SAGk ' Bk711Gf/57R!lCFU1iE (7E51GN � .c�£lanr„ CN1L5lIf OESVGN - C7S/CPS - GUNSrr+UCTfOH 8B5£NI✓ATK1N Y THfSE PLANS 14R� THE kS-BUIL7 PLANS W.P. '� STA. 14+46.23 L- �o r�c—'6a � END AP�RDnCwI SLAB STA. �4+57.t9 -L R�o�rEc�r n�o. I7�PoloRo�� CU������K COUGVTY s�raTiarv: 1��95oU� -�- �HEEi ] �JF 2 REPLACES BftIDt;E No. �. s,.iE w �oNnN c.Ao��w. DEPARTMEfVT �JF TRANSF(�R3ATIpN uii �w�+ GENERAL DRAWIf�G ��rocE avE� r�aXa�cK �ur, � S�I��IGI�E �Af�pING CREEK ON SR 1228 �E�WEEN SR 1227 & NC 16g GiE'vI5lON5 SHFiI NiT 5-1