Loading...
HomeMy WebLinkAbout20181716 Ver 2_Permit Page Revision_2019032511+50 Cl `I FILL FACE C� END BENT NOo 1 STA 11+62050 —L— GoPo ELa 1,418032 1'-6" TO LIMITS OF UNCLASSIFIED STRUCTURE EXCAVATION ----- ---- EXP +� � � X � +� � x � � � J � w �, J W 12+00 12+50 SPAN A LOIN CHORD ELo 1412a28 SAWCUT TO ELo 141105 CLASS II RIP RAP . . � I �� I � I I � I II I � � J w END BENT NOo 1 EXCAVATE TO ELa 1403083 LOW CHORD E�a 1411071 13+00 FILL FACE C� END BENT NOo 2 STA 12+97050 —L— GoPo ELo 19417064 BEGIN FRONT SLOPE STAo 13+13046 —L— Ge Pe ELe 1417e56 --'--�= FIX --------------------- — +� , �o f I � �--' r � � � � 1'-0" J J (TYPo) w I NWS i ELo 140300' -- I - � _ _-------"'-'----- -------------' —� -- �� � +, +� I '�' 'Y' 0 � � Q V J � w w SECTION ALONG C/L SUR�EY -L- SECTIONS AT END BENTS ARE AT RIGHT ANGLESo � \ 103/q" DIA� VERTICAL MICROPILES (TYPJ • `� • �� � � • EARTH BERM ELo 1406035 (TYPo) � J I O � � + � Q �t n `� 1 � � �% C.',A ��'%_ � �TEMPORARY BENT FILL FACE (� END BENT NOo 1 � r0 SR 139- � � m � EXTENDED TANGENT BEGIN APPROACH SLAB STA 11+48091 —L— STA 11+62e50 —L— WoPo #1 .\ ��,��'> � . . . . �y � �_ . . . ��� � �� ��� �, _ � O �O o � o0 � �o �o a HoWo ELo 141509 (Q100) � EXISTING — SUBSTRUCTURE TEMPORARY I I \ \ .\ \ EARTH BERM ELo 1405079 \ (TYPo) ..,\ ���\ � BRIDGE IaDo � 0 0� '� STA 12+30000 —L— \ oDoo 000�o � �� \,\ � '� CLASS II �TEMPORARY '�, RIP RAP (TYPo)\� SHORING (TYPo) �. _ �__ . . . . . . . � � .\ � .� �� � \�� o 0 0� ,� .� o� oo�o 00 � �' 45 ° —00'\ 00" '�,� o� � � a � � ,\ .�`.\ \\\\ \\ �'\ `. ��. � �� TEMPORARY \�'� CAUSEWAY \, �------ r=,�r, _ ��- TEMPo SHORING � —L— N l0° l5' S0e6" E �� � � , � � � �� EXISTING �� � ��� SUBSTRUCTURE �� �_ (TYPo) � \�J 0 �j �F �� ��` F� UNCLASSIFED STRUCTURE EXCAVATION END BENT (�Oo 2 SAWCUT REMOVAL OF EXISTING ABUTMENTS z 0 �z w �, z �, � '�o N O O --� STA 12+97050 —L— WoPo #2 END APPROACH SLAB STA 13+11009 —L— � BEGIN FRONT SLOPE STAo 13+13046 —L— TO I-40 . \ . . .\ �� 45 ° —00'-00" . . . . . . . . �,----� . ., , . � �� , � � �� � � � ,� �. � �: CONTRACTOR SHALL SAWCUT �''���� � AS NECESSARY AND ENSURE ��� THE STABILITY OF THE EXISTING SUBSTRUCTURE (THIS CORNER ONLY) � 67,_6„ � 67,_6„ ��-E 135'-0" TOTAL LENGTH OF BRIDGE (FILL FACE TO FILL FACE) NOTESo END BENTS ARE PARALLELo MICROPILES NOT SHOWN IN PLAN VIEW FOR CLARITYa P�AN A�ONG C/� SURVEY -�- FILL FACE Cd� END BENT NOo 2 -�� I II __ �� > ��� � \ \� �� \ � \\ � � ��� ����„� � � � � � �,,,,,, �`� �N �ARO ''�. .```�� ��`,1SS/�� </�'�'� . . , 9 = ?a SEALy� = = = = 20777 = = '; y,��;;�Ni�i � NE�'�`� ��;� �� OY�i�ii��� ��, �. ''���''������������ ��`��. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED o MINo ELEVo ,� 1404' � CLASS B RIP RAP Y � 5°� � �� � 0�� I S1 '�o o�o � o�o 0 0 0 o�� ���o GEOTEXTILE CLASS II RIP RAP TEMPORARY CAUSEINAY DETAI� PI = 11+50a00 EL = 1q418o38' VC = 25' PI = 13+30000 EL = 19417048' VC = 30' (+)3a5723% n (—)Oa5000% % (-)7 1 �nz�. +�vJ/ VERTICA� GRADE DATA -�- PI STAe 11+17063 PI STAe 13+92a97 � = 39° 56' 0904" (LT) � = 46° 15' 1402" (LT) D= 44 ° 04' 2502" D= 44 ° 04' 2502" L = 90061' L = 104095' T = 47023' T = 55052' R = 130a00' R = 130a00' HORIZONTAL CURVE DATA -L- ROCK ANCHOR RETAINING INALL (SEE PLANS) � ❑ Boone. NC 828•355�9933 ❑ Tri-Cities. TN 423•467�8401 ❑ Knoxville, TN Vaughn & Melton 865 •546 •5800 Consulting Engineers � 5portonburg, SC 864•574•4775 Asheville, ❑ Char�eston, SC ■ NOr'th Carolina 843•974•5650 828 •253 •2796 p Middlesboro. KY � Roleigh, NC ❑ Charlotte, NC 606•248•6600 919•977�9455 704�357•0488 ❑ Atlanto,GA 770•627•3509 Copyright � 2006 Vouqhn & Melton, Inc. AIIRights Reserved I HEREBY CERTIFY THAT THESE PLANS ARE THE AS—BUILT PLANSo PROJEC T NOo 14 S P o 2 0 4 410 2 HAYWOOD COUNTY sTATzoNo 12+30000 -�- 45 ° —00'-00" (TYPo) � � . . . . . . . . \ . . . . I J I Cl' � + � Q ti cn c� �