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20181068 Ver 1_Permit Plans (Final)_20180803
+ ��11\�JLs �ll �'�1.6����� �������5 14 �]I`�'��][c��T �][� �=�C�C���I�.��Y� A C'I�S�� �� �LI11�T�' _I,Q�C'AT1�ON: BRIDGE 27 OVE� SCOTT C1'2LEIZ A111,� ,�OUTi�lER.�'� RAI�IZdAD �.�It �I]S 23 �USIIVESS TYPE C)i4 �C�1RI�': GIZADIII�G, �DRA71'�TA�E, Pf�T�ING AND STRUC7'�J'RE C '�A�'ETLAN [� A I� D S U RFA�+� E W�TE R Ih11P�r�CTS P E RMIT � ��, a� .� S�:�O*N '` R1 `N'i _ 1 JJ�,p �f/ �" o � � y� � `, �� �� eog . �� ao I \ \ \ --�_ \ r � ati.���vs`,�o � \ ` r��\ �`� ' �—��� l Mrt� st ��'�S¢`��, ' �,E�� "��-- -� � r �� —''_- _� y- � i f�_ _ --� .. _ N E / SO � -�¢. � � -L- . A - -0.64 -"� �, c� R yE� � � 1 '--�� .e,C�" _ -: . �/,/ J + � �'z� -�� >r� r � �y � ��� _��. �--��� �� f `f �I �^�\� ��0.E��/� �! 1, �r, . �� THIS PRC?JECT 15 WJITHIIh�1 TH� MUNIClPAL B(�UNQARIES OF DILLSBORO CC.EARING L)N TM15 PRC]JECT SMALL �E PERFORMED TO THE LIMlTS ESTABLISHE� 8Y METHOI3 II END ll'S 23 HA'1'+MOO� RD. _ TQ� �-�\ _ �� � ��.-`.: ; -� � , �� ��� � r� � �I�i Avs rr��re snaeer rtarxaswa Ka .�. 6-5q05 _ . 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I ; . ;�. „ � , _ _ � , I i � i , • ', _ �o� -rQ�T- �Lan� :SE� S��ET s a� 1 � : n I , � i =- - -- _ — � - ' � i ' ': � _ ; ,_, � � ; i � �, , :I ' � . :: �, �I � ::� , �. �.:. :_.. i � i i ; . ; , , , ,._., o� _ . ,�.. .i .. .. ,�..��...;_,-- �.... ..., .�...;;..� . ,. .� . �.. i, .i I I .I �I ..i' f - I -.. .. - -- -�-i- -. , �i,.. . . iF. _ .. [-i I . �I � �� � � � � �, ' . . i . , � . . . . � .� _ . . i � � . � . ,� . I� -_ � . � . �, .� �� . i_. �, _ , ;. : . ..;. 1960 -_ _. � \g - :� 1� 1� 12 73 14 15 16 17 18 � WETLAND AND SURAC� WATER INlPACTS SUIUIM�►RY Hand Existing �xisting Permanent Temp. Excavakion Mechani�ed Cl�arirx,� Rermanent 7emp. Channel Channel �latural Site Sfation Structure Ffll [n Flil In in Clearing ln SW 5W Impacts Impacts Stream No. {Fromffo) Size 1 Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Pennanent Temp. Design ac ac (ac} (ac} {ac tac) (ac) ft ft) (ft) Site 1 Causeway #1 g,gg4�.0 46 � 12 ite 1 etour bridge piers and cause ay 0.03 45 Site 2 Causewa #2 I 0.0487 85 Site 3 - Construction Workbrid e 0.1074 45 Site 4' New Structure Interior Bent 0.0241 70 TaTALS": � ' "'Rounded to#a!s are sum of actual impacts NQT�S: Sife 1 Brldg� Plers Impacts: '1 ben# with 4 shafts, shaft dia 6C" = 95 square feet (aA02 ac} 201a Fea 19 CURVE DATA -L- Rx STd.17+31�07 -L- PI STA.23f51,35 �L- e = 3°-3r-3a°t��r� o = z°-�t�-2z•�n�> � = f°-46'-46• o = i•-as�-aa� T = 99.62' T = ef7.27' EXCAVATION ITYP.? L= 199.Ei' L= 1fi�.S2� � � A. lUr f 4�fl� '�-- R= 3,220.00' R � 3,22@,00` G.#'. E�. 20t4.47 � C�JRVE [7ATA -RR1- PI STA.19+94�40 -RR1- Q = 6°-03'-1D'ILTi p = 5°-52'-35' T = 51.55' L = 1 D�.00' R = 975.4�' CLfRVE DATA -RR2- PI STA.19+y1.'1J -RR2- � = B°-18'-Os"n.T1 = b -- y�_s. m' h �rvp.r 4y' TOP UF pRZI.L Ed PIER AP€'ROXZMA7E EL 2D04.57 E?iISTING GROUN6 �'-6• r� _ p' I _ bRIL1.ED �g� �N(? BfNT 1 � � S'-25`-33" PI = 23+3D.00 L= 49.35' PI = 16+d0.Ofl EL = 2,424.33' L= 98.53' �� � 2,012.85' VC = 100' R = 68(l.00' yC � 130' t)2.1665'!. �412.6BS8/. A3�61. �}��' G#�ADIE QATA -L- � �ro v, s z3ra4i S7A. 1i+79.38 -L-- �]FFSET 23.5D R�. R�7AINING wALI SROAUYfAY f'AY ITCMI � SPUR 7RACK , �i �-}y-t_ -',-"'�-�~ � .;`'�'�� s �.� -�" " '�~y.. .na�1���� �� cni� e. oq�nni4�� EL, 1972.4� pta �$� � 8��9. PT STA. 19+61.17 -Rfl2- WqRK POINT 7 FILL FACE EN� BENT 9EGIN APPRUhCk SLAB S7A,18+74.&9 -L- STA. tB+51.44 -L- El.. 2005:54 EL_ 2005.96 � ., Ba��0.�3 -L- �`�P t �� cuswe�s ---_.�.-- ------- - -------�%�_-_-- st = 3zzv.oa� .� -..---.- .._.__ EL 2�a5.9Q iD 9E REMQYED - STA, I8+I7.�5 -L- pFFSE7 23.50 Ft7. PT SF,4.1B+36.97 P�C S�A.I8+42.(S5 -RR1- PC STA.19+6; dJOTEi TifE k1ATERIAL SliDYlN IN TIiE CFiQSS-HATCNEa AREA SHALL E3E EkCAVA7ED FOR A DISTANCE QF XX �7 EACH SSDE OF THE CENTERLZHE R4A�WAY AS �IftECT�D BY THF ENCIFIEER. 7F3I5 1YORK WiLt BE F'kTD FOR AT THE COMTRACT LUMIP Sl1M PRICE FQR L7NCLASSIfIED 5TRL1L'7llRE EXCAYA�ION.SE� SECTION 412 QF 7NE S7AN�ARD SPECIFIChAI0N5. 126'-9" SPAN A �� PIER = 19+68.35 -RRI- I WORK POINi 2 BEhlT 1 STA.20+Q1.44 -L- S7A� 19aa6,69 -I�ft2- y SPkN B TOP OF URILLEb ?'. EL. 1980.92 �_,._ _ _a. _---- � ,- ^ .- ---•1 o�scHastc� � �� � a, EL 19B7.a COLUh i � i � ITYPJ I I f �� e�� � -- _,_ -- � �_J.. �' � � ��' Iv,� < o �u _.J o ti � ^�• � ti°+ w g � �' �� � � �� 5'-G" fd DftILLED PTER �E���1 S�C7�ON AL�NG -L- BENT 2 fEND HENTS ANa 8E�lTS ON SECTION AT filGHi ANGLES TO EN{1 BEN75 AN41 BEMTS) �8E'-G"i'oTAL LfNC7H tlF BRI6GE fdlL FACE jC� FILL FACE oF EN� BENTS �t�y� S� ��P�� � .�O � �v��'� o��q� WORK POI�}T 3 � �� � BEN3 2 , �A�`�! STA.21+36.9fi -l.- � '� � r �, f `_ d}yr �,s / �� �Rti /r� �� S4� /�i�Q c�v { / � . Site 4 � 148° �A7'-37`_� TEMPORARY BENT ITYP.1 CONTRAC70R TO AESiGhll � y� �'L r� Y7 57h.19+q�,a5 -Rlil- � �azkr �oF Mvc � STA. 18+77.41 -L- 21.08' RT. _ STA. 18+96.24 -RR2- 9A0' LT, eA8 TOP OF @ktJK �Q. OF 6ANK �,L'L� PLAN ,�S`t � WORKLYI�E FOR BRI�CE SHALE. BE TNE �-I.- TANGEJJ7 ANU ITS EXTE�IIZOM BEYOND THE PC AT SiA 22+71.06 -L- BR�DGE HYDRAUL�.0 �� �(B 2R pGE 2i) oEszcli nrscHn�c� = a,e[so cFs FREQllENCY flF �ESICN FLQOd - 50 YR p�SIGN HIGH Y4ATER EL£VATION = 1965,6 FT. �fiAINACL- dR£p = 59 SQ. AIZ. dASiC RISCiiARG[ [Q10@S - t1,000 CFS BASIC HIGH WhTFR EIEVATIOM1! -- i98T.0 FT. �VERTOPPTNG �Lf]0�7 DATA OVERTOPPTNC UISCHARGE c > 19,000 CFS 'FREOUENCY OF OVER�O�PZNG FLOOb = } Spp Yft OV[RT�PPZNG '�LOQ4] ELEVATION - 2013 FT� NOdEsOVER��PPING 4F W�ST�RN ABUTMENT ZNTO RQADWAY ' 1A � SYA� 22+y3.19 -L- C,f'. EL. 2022.88 � _, � � y��'�"���� ���{ ������+Oi� a i�����*�+�������������� . 4 �.1.A� � AA41� ! r�i�r �.. i ' � � RIP RAP LINE a'-6'� � �_ CSEE F7RILLED ����; ENf� BEhfT 2 T�P �F FdA�C ELEVATIOMS �°TE: aoP oF �ay� ��EvaTior�s AFiE fiASEp OC! AVAILA4L�E STATIOM1� -RR4- 1.. STATSON �f�R2- �L. SURVEY INFOf�MATION. 1Q+�(} j 9$5,95 18+50 I�85.�9 39+00 9 5.4 19+00 4,9Ea6.57 MS£ [YkLL 19+�p 9$ .92 19+50 1�86.'13 EXP. JT. 20+00 3.987.12 20�50 l98"C.44 STA. 22+9T.21 -L- OFFSET 2A.07" LT �zs�_9# D��'ATL r,a„ SPdN C WCSFCK P4TN7 4 FILL FACE ENd BEN7 2 STA� 22+G3.19 sL- EXSSTSNG --�- STRl1CTl1R� �" .�� _ = ""�� �.� �:��-����__�._._._ IN 7M1'-17�-on•� �^ J I _.-� _-,.-<-_..� --- -��r ------ , : - �.�-�.:__�_.4 �=:.__..�._�_ _--. 1'-0' EARTN BERM EL.2012.25 CLA55 II [iIF RAR I HEREBY CERTIFY THESE PLhNS ARE A5-BWIL7 PLANS NoT FOR coNSTRUCTION �INTBHNTdiNDRiHCAR�LINA,P_C. 4fC Llc�ncn 14o.C-1i3� 31} [, Slx Forha lid., 5W10 �W, pdaloh�,lLC.27GR9 9NFAN BY �• aAr� DAT[ 14/!T paG!uM1T�NT HbT CONSIPEH�o FIHRI. cxEcxaa m v. nee�a€� 0�7�.1,�RLiL �WC. N0� I 11NLE55 ALL sI�NATUitHs cr�MPL�T�d PESWiI 63G41EEA OF flE60N0 0. uxnou+s onTE ��a BEGIhO FRONL SLOP� STA, 22+81.50 --L- [7Ff5ET .0�' L�. RETAINIMG WA'LC lRaktIWAY PAY l'-0"EARTH BERM �TEMS " R = 322o.ao� _ TD SR 1356 S.4VAIV�Jqk pR, END APRROACH SLAB � POC S7A.22+g6.50 -L- oFF5ET g.g4' LT. PC STh.22+71.08 -L- PR�JECT NQ, �-59�5 JA�KS�N cc�uN`�r STATIC11y, 19+4�.�q -�- _ �.9+68,35 -RRI� REPLACES BRIAGE 27 SIAfDFNOAM WOtiIN Q�PAltTMfAiT OF TR�iN5PORTATION iw,�u� G�N�RAL DRA'�IN�G BRIiiGE �QIV t15 23 SUSIhlESS OVG'R GREA�' SMOlCY MtlUNidTNS RAItROAd ,ar�p scorr c����c ���rw��r� US 23/441 AND SR 1356 SyEEi NO. 51-1 row tlmis �J� 5'-0" �I�TH �F EXISTING STR�CT�RE = 33�-Q• IMIN,1 WTD7H OF p'ROP45f� STRiJCTURE = 44'-l" rr _� _ tTYP.i -- --�-- SIIpFi a i: 5'-0" � iMIN.I NORAIAL TO 5'-4" SUPERSYflNCTtIR� ik1lN.l . 4'-e" tMiN.1 I CAST-IN-PLACE CAP l9'-4"(5KEY1E4 �CNTSS 42'-0°ISKEWED BEMTSS 9° I� 4"SdYP,i 13`-@"INOftMAL BfN75} 29'-0"(NI�RMAL �3ENT5? 69'�9"(SKEWED B£PJTSf q9`�5"WORMAL BENTS) i � � '-0' � FINISN GRA�fE ! COL. EXISTYFiG I ��--_ � GROUND ---------- --------------- ------ NWS � � � a � I o � .�� i "" � ���i���i�►��t� ����� NA�VI�ERHEA� �ENT �L�VATT[7N DRII_LER SNAFT � �L�VATIC3F� 4'-4" I�AIN.i � . , o I i 'v i � � I � I � 4"I7YPJ BULL MOSE •_� � COL. FINISH GftAV3E I -a '� � f ---------- -- -� ------ —� (iYP.I 61YV �LEVATIt�N � Ck5T-IN-PLACE CAP 1'-6�/a" fTYA.I CtlL. EXIISTING I GROUND — --- —�— --- � r�ws , � 0 . 't , o F�-y �,, e�$ " � � URILLEO SHAFT � EL�VATION INVERTED TEE flPTI�N NQT FOR CaNS�RUCTIQb�! PROJEC7 NO. s-59(35 .IA�C�CSQ�J COUNTI' STATION: 19+��,16 -I�--