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HomeMy WebLinkAbout20130223 Ver 1_Maps_20130520U � N h N ►� � � n O� ti O U � U � 0 U NC THI ❑M ClE TO AI 80 s� s,�a, �-A �a� ,�oe. o� s���s �°�° ,� �rn; rr�i� �rt�t� °�rt�r �r a� t� rmir .i� i�r m GRAPHIC SCAt,&S 50 35 0 50 100 � ��� PIANS 50 25 0 50 100 Mil� � PROFILE (HOkIZONTAL) DESIGN DAT9 ADT 2013 = 35,113 AOT 2035 = 46,200 DHV = 11 % D = 55 % T = 9 %' V = 70 MPH CIASSIFICATION: FREEWA` a� nsT Dl/AL SW PROJECT LENGTH LENGlH ROdDWAY TIP PROJECT p-2520G = 2J58 M1LES LENGTH STRUCTORES TIP PROJECT lJ-2524C = OJ95 MILE TOTAL LENGTH OF t]P PROJECi 0.2524C = 2.95J M/LES PAFi50Ns RIGHT OF WAY DATL: EDWARD 5. ROBBINS P.E. SEPTEMBER 23 2011 °"O"Q6XGMe6'4 LETTING DAT5: DAVID GA0.RETT SEPTEM9ER 1] 1013 ""oiennasmxeHnaua AOADWAY OISIGN PNGM£Eft L�� � ��� .\ ' `. �, ' '7 � ,, *� > oe ssiz >e eo s�� �� o,5:1 t%`\p \ y . 1 �i v'� j �y\ � * *� \ ,, n��:_ l_� �_ �� �,� ' i�: ,�y�; ,�: A � / f � � 4!. � /^. . ✓ //�✓' ._.. l �/ � ���.: - �ro%� 1 . ------- --=F �" �° A�P w.roare xad��ME.. �.o� � �il L _rs�� i� ,.. //s'`'-'j , / /� a' �; � / * ', . _ G �^ i� � -_ � t . .,. r � x �� .,°i� ' . —'�; .., � j �'� °� ' . � — J. /� � � � —� . . , , . . - Y ,`$,, ,.,- � *� �� � � `'°1 z' - _�. _� � ��-` .�H �<.. E � � �° -� ^^"�' � 2 oEra� o ./ ' w sr<xmAO aasc oi.a i /_.� a o :�'`� `.--�,_ � � x . . 1 n. �.: �. o�. �� o�^ u �.o : j„�.,. ,.✓�-�_. 0=ti ../-G]DE}�ly�;�h! PERMl7 OR WINGS SHEETa�oF � LEGEND �.e...��,.,o -i� r .• /������ os�ores �cnvoaanr -.. 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I i -� i I I ' I" .' i li I � I- 1j f���' I � � � 11 .-�- II : t �� � i�I� 1 i-i.- � i.- � �li �' I�, � iii ' I. I i I�� +� i71 1�- �.I j I i� j I �� I � �il� .. L__L I�I i �I II� i� i f � I�tl�'� � f it1 i� I� ,, �jry T �� . �E � � �I � II ��'I I il � i II - II �,I�_._,_ � I� I�: I�� � I I j l I .. � 7 Y 1� ��; j �� �� ���� I� :�i � ���'. i. i fl00 . � I� ��,. i I i_I- I i� �. i � 1., .'i I 1 � : I -.Y3 ET II I �Q �i � ENY GNAOE .9 LTN'LNAOE i � � ��� 6TA 19W6. ��I j�� 5A. Vt8 BS � VI18�25�00 ELEi'. ]59�.92: I � I :� I E�EV. -] 1.90 '- ��� I I '' EaEV > B 60, I 1�- �II � � � �� � VAI t2.5D.0 ' - 'i ��, ' I . ii ELE . ]81 OQ'" � - ' ' I �. Kq 900 � � � � VC >9 VP; 1 r50.00 I �� �'.V I 19s00�00 �� � �� �� li I( 31 i ELEV -]53.6F1 IQ4EV 930 35 :� I I i. �I �I �711 '. .I. -:� �.- vc tl5 ,�- � . :oC < 15a f : I �- i�' 'i h 1L �: . F � . rc- so I- � I I I � - �. P!0/V ED GRAO ~ I � 1G _ i.- _ _ �' z� �-�3�a:nz � �- — � — � �+U� - _ r ' �- � � I Zb� �� � �i ^ __ _ �.i i _ ��.� �.'.- _ . Hl / �' . I . � : : �. .:�. I -�»3 % . �i � � �' I -lili i �� I A� I __ 1��\ -�. t>>WJ< �.'.HIOJ�L�__. �.lr13W0% , � _� �.:.i : .:. . . � i rl I i � — _" �. _ :iil� � II : I �. __ ____ -- � ' � �. _��� I� I II �:1 � _ i l^I�I M1Cf+Rmlfl — I . �I I I ' I I � � -- 3� I 2� L 2 24 10 � 11 12 �� 13 14 15 16 17 � 18�� 19 �20 22 3 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill in Fill ln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (fit) (fit) 1 -L- 283+36 TO 286+34 48" RCP 0.10 - - 0.02 - 0.03 0.01 385 13 - -L- 286+11 TO 286+22 Bank Stabilization - - - - - - - 11 - - 2 -L- 287+09 TO 287+21 30" RCP - - - - - 0.01 0.01 13 14 - -L- 287+00 TO 287+30 Bank Stabilization - - - - - - - 11 - - -L- 287+11 TO 287+17 Bank Stabilization - - - - - - - 32 - - 3 -L- 296+40 TO 297+18 36" RCP - - - - - 0.03 0.01 338 20 - -L- 296+44 TO 296+52 Bank Stabilization - - - - - - - 10 - - 3A -L- 296+82 TO 297+00 Roadway - - - - - 0.01 - 30 - - 4 -L- 312+90 TO 313+91 1@ 10' x 7' RCBC - - - - - 0.06 0.01 331 46 - -L- 312+95 TO 313+13 Bank Stabilization - - - - - - - 30 - - 5 -L- 314+67 TO 321+11 1@ 10' x 6' RCBC - - - - - 0.10 0.01 688 40 - -L- 314+72 TO 315+05 Bank Stabilization - - - - - - - 37 - - 5A -L- 320+86 TO 321+95 Roadway - - - - - 0.01 - 90 - - -L- 320+78 TO 321+04 Bank Stabilization - - - - - - - 25 - - 6 -L- 323+60 TO 324+44 - - - - - - 0.04 0.01 60 15 - 7 -L- 345+01 TO 345+88 30" RCP 0.01 - - - - 0.03 0.01 227 10 - -L- 345+74 TO 345+85 Bank Stabilization - - - - - - - 11 - - 7A -L- 345+02 TO 345+49 Roadway - - - - - 0.01 - 57 - - 8 -L- 358+77 TO 360+29 54" RCP - - - - - 0.05 0.01 412 20 - -L- 359+46 TO 359+57 Bank Stabilization - - - - - - - 13 - - 9 -L- 380+47 TO 382+86 Bridge - - - 0.02 0.40 - - - - - 10 -L- 387+31 TO 387+46 Bank Stabilization - - - - - 0.01 - 16 - - 10A -Y3DET- 11+23 TO 13+92 Temporary Detour - 0.01 - 0.01 - - - - - - 11 -L- 389+65 TO 398+04 Bridge - - - 0.19 1.44 - - - - - 12 -L- 399+62 TO 408+51 Bridge & Roadway 2.57 - - 0.36 0.96 - - - - - 13 -L- 407+72 TO 415+79 Hazardous Spill Basins, Bridge, 1 24 _ 0.34 0.64 1.58 0.03 0.01 204 20 - Roadway & 66" RCP -L- 409+67 TO 409+73 Bank Stabilization - - - - - - - 12 - - -L- 410+77 TO 410+89 Bank Stabilization - - - - - - - 12 - - -L- 411+08 TO 411+42 Bank Stabilization - - - - - - - 36 - - -L- 414+83 TO 415+16 Bank Stabilization - - - - - - - 22 - - 14 -L- 419+09 TO 420+79 Bridge 0.11 - - - - - - - - - TOTALS: 4.03 - 0.34 1.24 4.38 0.42 0.09 3113 198 - Notes: Permanent Wetland Impacts from bridge construction = 0.11 acres Temporary Wetland Impacts from work bridge construction = 0.14 acres See Sheet � of � for a detailed breakdown of the proposed bridge construction impacts. Rev. S`�a �/3