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HomeMy WebLinkAbout20170086 Ver 1_DB11B_130123_Permit Drawings 20161221_20170120� � 0 � � � � � N V •� � V � � O V See Sheet 9-A For Index of Sheets — —i � `_ , �. h, Eleez � � \ � � ` � \� L 2824 —��. �� � mtd Mountairt� I i f � i . _�,\' —_ �l � C �\ � 135 j_ � Elevation 2145 I-- � � �,-_ - 1�r' r- , � �� �� �iQill� ntain �—_� � �\� \ � Elsz� io��1280 � �' 1 ,R'"\'\ i �-- �-�i ��' �''� , �� ,�;;� , � � � ��� � � � ' � I ` f.� C--� � � \�JOhrt'S River Rtl 1 \ I � / I �+�1 � ` ` ' - � .` �, ��1�5'�7 ` / i � � J �''�= Kno1i� � � � r _ _; � � � , � ;� E��z� �, L-„ !\ `, � 1�5 a ; 1�'e ; . ` � � . � �� \i � , � i--� �; 1 �� �'� ° � �fclierKnab �,� � __ � � � � �, � � � , �,,, / ' � � � f I � ��`" Ele@i�1882 / � I {�i Rocln� v ` � � Knob � �_ � , � ,� � PRO ECT � `—' ����� �� � � �.5 F�REST � , SER�«E eo�NOAR� SITE � I L__ 1396 I � � � I ,,��,,- ���-----�� �� � � � „� � \ � 90 90 � '� �� e�tterrsattte� � _! � _ / 131i� � _r" ' �' � �as . i —�� �_E—, i � � . VICINITY MAP OFF-SITE DETOUR �"1'�"I�l�: (�1� �(�I'�'I`H ���I�(�>l.l\.� ����������\ ���� �—����,��—�\V�.'>>�_ CALD WELL CO U1�lTY BT�TB 41'ATB VR018C1' REPERBNCB NQ aX66T TOTn No. xee� PERMIT DRAWING �e�`o 17BP.��.R.�ZO � SHEET 1 OF 6 lTATB PROl.N0. P.A.PROl.N0. OPdCRIV110N 17BP.11.R.120 PE, UTIL., RM/ LOCATI011I: BRIDGE 1110.130123 OVER ELIJAH ESTES MILL CREEK 011i SR 1356 (OLD JOHIVS RIVER RD.) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BEGIN CULVE PROJECT STA.15+26 +/– DB11B–I30123 i / � �R �l � � i �s � 1351��� ,�� 9� S �j'9 � / ��O O C9 2=v THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. +sv + END � PROJECT � DBIIB–I30123 –LREV– � POC Sta. 17+23.05 �� � �\�L � ��, ' �,1'0 C 90 � 7223 Jones Fronklin Rd. Raleigh, N.C. 27606 �� v ETHERILL ucense No. F-o377 ENGINEERING s�s: si9 sst son Fax: 919 851 8107 TRANSPoRTATION PLANNING/DESIGN - BRIDGE/STRUCTURE OESICN CNIL/5/TE DESIGN - Gl5/GPS - CONSTRUCTION OBSERVArION BRIDGE #I30123 Pf31ELIMINARY Q�LANS DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLE53 ALL SIGNATURES GOMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�epo�ed for: HYDRAULICS ENGINEER ADT 2016 = 200 DIVISION OF HIGHWAYS $� 7S 0 3� 6� ADT FY = WA 1000 Birch Ridge Dr., Raleigh NC, 27610 �� �� ���Ppp �� DHV = WA LENGTH ROADWAY PROJECT DB11B-130123 = 0.062 MILES zotzsrnNnnno srEctFtcazroxs ��' �� PLANS LENGTH STRUCTURE PROJECT DB11B-130123 = 0.006 MILES � i D= WA EDWARD G. WETHERILL, PE P'E' � � RIGHT OF WAY DATE: srcharuns: � 30 15 0 30 60 T= 6 %* TOTAL LENGTH PROJECT DB116-130123 = 0.068 MILES MAY 17, 2016 rrso�Fcr Fxc�xeFn ROADWAY DESIGN s � V = 30 MPH ENGINEER �� � PROFILE (HORIZONTAL) *(TTST =3% + DUAL =3%) LETTING DATE: GREG S. PURVIS, PE ���'� ����� 6 3 0 6 12 FUNC CLASS = VIRGINIA MABRY MAY 17, 2016 �RorEcr nEsrcx excixEsn �� g��,eag NCDOT CONTACT: RURAL LOCAL MAhAGER -PR/OR7T7' PROJECTS UNlT PROFILE (VERTICAL) SUBREGIONAL TIER PE S7GNAT�JRE: SUZANNE FoCHESTER DENISE FRANKLIN DETAIL 2 STANDARD 'V' DITCH , �o„o s�o�e, c�� c�, Slope 2.� ,L.\ Slope D d Min. D= 1.0 Ff. e of Liner= PSRM Max. d= 1.0 Ft AT STA. 16+82 -L- LT �Q� �� 0P \ WOODS � � �Q�COIR AT. FLOOD AI BENCH E� WOODS SJ � G F r�^� V "Y / / / / . � . ,��' ��� �JE � SILL� — � �� ,, S�Q k NP�1VE MATE IAL * AT EMBANKMENT SEE DETAIL 1 � NATIVE MAT RIAL � \�% +55.33 c-!�, "''� 4r' RE�E � 18"CMP/ 1 S'RCP WOODS � "�,f' � P� /�•'� �' G � � �- 5 ' � � '�c WOODS y ���•�� �G� `� � � � �. T � � o � P� GR � � IMPERVIOUS � �� �� �,��'��,� I� DIKE � � # �.i� ��J�� � \ \ � CL 6 RIP RAP 6 5 � \ T\ G� EST 3 TONS RR . ,i �p - �/ � � ��NN � � \ EST 11 SY GT � °r\ `r\ � � � � p��/ � COIR MAT. � i� �6 ' FLOODPLAIN � �� � FROM STA. 14+92.5 TO STA. 15+13.5 -LREV��� LT � � � - - � � BENCH � � � � _-, � NATIVE STONE Q � WOODS � � � � � � � �� � � / � � �' � � � � `� � DENOTES IMPACTS IN ��,-�� `�� -LREV-POT Sto. lOfO0A0 �' � � � � � �' � � \� SURFACE WATER � ���� S�E i � � � � � \ I�. \�\ �' � � % Rp��' � � � S DENOTES TEMPORARY � �� �\ / �� �.�pgo �� PR � � � IMPACTS IN SURFACE WATER � � � � � N� � �� � � � � � � SUZANNE F, CHESTER � f� � �^p � TREE FARM �� �� DENISE FRANKLIN � ' � � � —LREV — PRC Sto. ll"��1. �3 � � ��� ,—� ��LREV�— �PC Sto. 10+62J6 -�,� UPTON VALLEY NURSERY, INC, �� �� /' � � ' ' t`.�� • �P �� r.� � �� .: 1,168 1,162 a BRIDGE 130123 PROJECT REFERENCE NO. SHEET NO. 17BP.11.R.120 4 RNJ SHEET NO. PERMIT DRAWING SHEET 2 OF 6 50' 0' 50' GRAPHIC SCALE 1223 Jones Franklin Rd. �0 ETHEPILL Roleigh,N.C.27606 � STANDARd"V' DITCH u�ense No. F-0377 SEE DETAII 2 ENGINEERING Bus: 919 851 8077 Fax: 919 851 8107 rR,wsrcm�rqx ruwx�ciaes�cx - e�cceisrAucruke aes�v CN0./SRE LIESIGM - GIS/GPS - IXWSTNUCi�GY QBSEM'AiqV/ DOUGLAS Q, KOONTZ wooDs ANGELA M, KOONTZ �� � / � � y � /��\�O _ � �'�� � F� , -LREV - PT Sto.17+63A5 i R \ � � � �,� � � � � � ��i �, �, � SO �� � � \ ' � �'R \ \ \ \ � � \ � � � S � � \ � � � � \ R �356 0�� \ . �\ � n� � � �OyNs R 8 �g ,\ �\ �\� � � �R R S q2�F ; � � � �� � � � � �n, To \ � � � t�r� N�' 9 � � � � �� -lR U'-i PR �t �Ft9R_n5 � ���� • NATIVE MATERIAL �� with a size grodtion equol �o� to thot of CIa55 IRip Rop �� � � � UPTON VALLEY NURSERYqINCo � � � �� - _ _ _ T �1' � �� -LREV- STA��16+66.5s Pl = 16+25.�0 � M�j' j: 1,1 �� 57.,6� RT EL = l,153.28 N ; � � ELEV.=1152.07- -LREV VC = l27' � � �i _ ' m c~i� PT TA l f 7 DS 330MPH � N ��� LOW = S . 5 9 .58 1,156 � --------__-- __ _�— �—� __, _ �-,— �� WATER SURFACE ON �—"' i-IO.97,�c3� l T 1,150 ` __ -'- _- DATE OF SURVEY i ELVE I146.5' / ,144 CULVERT OUTLET CHANNEL s�aa�� e x� Ro 6 Tons CULVERT INLET CHANNEL � Est Closs B Rip Rap - 6 Tons st Soil wifh SeedsP 7 d I es�sa�iw�msaed�-� Yd. LOOKWG DOWNSTREAM s,co�.Froe.Mo�r��g -zsY a. LOOKING DOWNSTREAM i Est Coir Fber Morcin9 -�]2 ry. yd. NOT TO SCALE st Nati.e Stane - 50 Tons SY Y NOT TO SCALE � Esf Natrve Sione - 57 Tons st GeoTe.tile Fobric - 50 d Esf GeoTeniile Fabric - 60 ry. yd. �NaNral �Y' Y' �Natural ' � Ground — Gmond Exmwtia Geotextile Fabric Excovotio ... I Native Stone Geotextile Fabric I �� �� `� D Min. D=1.5 Ft. Stone D Min. D=1.5 Fi. I 2�� (TYP�) Coir Fiber Matting 2�� ITYP�) Coir Fiber Maffing I Geotext�l Fill =Soil and seeds for Georextile � I Fobric Fabric � exfent of c�lverf excovation \ �I� 7]'- 0 13' Nofive � p_ 13� Fill =5oiland seedsfor � . 1 3 Z E%IST. BED Fill =Class B Rip Rap for Stone EXIST. BE e+fenf of culvert e*cavation � WIDTH extentofcuHertexcavation WIDTH Fill =Class B Rip Rap for I PLAN VIEW Liner=Notive Stone PLAN VIEW exleni of culveH excavafion I Ex<avafion �� FLOW �� FLOW Excovation � II '� ^ � — C=ir Fiber Coir Fibe= _ ' L Soil ond seeds Soil and seeds Eaisfing Gro�nd Exisfing Ground � Class B Rip Rap Sill Sill Ciass 8 Rip Rop � � FLOOD PLAIN PROFILE VIEW FLOOD PWIN PROFILE VIEW (6/22/20/61 � / - - NWS = 1146.7 STA.15+42.5 -LREV- SKEW = 50° GPE @ � = 1154.08' _ 2@12'x7' RCBC WITH 6' BEVEL (BURIED 1') WITH 1.0' SILL IN LEFTMOST BARREL AT INLET AND MIDWAY THROUGH CULVERT AND 2.5' SILL IN RIGHTMOST BARREL AT INLET LOOKWG DOWNSTREAM �iiii�i�i �r�� �Q. 10 11 12 13 14 15 16 _.------��� � — )� � RCBC HYDRAULIC DAiA DESIGN DISCHARGE = 650 CFS DESIGN FREOUENCY = Z� YRS DESIGN HW ELEVATION = 11495 FT BASE DISCHARGE = 900 CFS BASE FREQUENCY = LQQ YRS BASE HW ELEVATION = 115096 FT OVERTOPPING DISCHARGE _ 1300 CFS OVERTOPPING FREQUENCY= 500 YRS OVERTOPPING ELEVATION = 11532 FT DATE OF SURVEY = 06-22-20/6 W.S. ELEVATION AT DATE OF SURVEY = 11465 FT 17 � � � E �� Sa SUZANNE Fo CHESTER � ��1�11 /%iiil,�`� -"�' � . / '�� �, ���{ /\ \/ '�\ ' � .��'� BRIDGE �3O�Z3 PROJECT REFERENCE NO. SHEET NO. / Q C01 �� �`�, ���� � o �� 17BP.11.R.120 4 DENISE FRANKLIN � � � �i 1 � � � , A � o ^' `' � - � � � � �/���� � �� / ' S ✓ J' ��� � ' a�'�,�Q�,��`�° V � ; �� �i��- ww sHeerNo � / � � � � � � I � � R �T. � `�"' N�E MATE IAL * AT, � � �. �p�ao� Q � � � /� � , � � / � % �/���� � � � / � FLOOD AIN ���r� EMBANKMEMT �� � � � j ^� �/j PERMIT DRAWING � � I � / j � BENCH � SEE DETAILp ��, � � �'� V � � � � � SHEET 3 OF 6 DETAIL 2 ������� �� � NATIVE IMA RIAL �• ' ��� � �� � � j � � STANDARD 'V' DITCH ����� ��� � , � � �••�� ���� � � � � � � �� � � � � �No��o s�oiel � ' WOOb� ���� � +55.33 �\ V � � A � � ,�, � -_\ � �� � rJQ� �� rJQ� c�� c�, ���� �����i� / � �� � 33:23' LT �� � � � .� � s ��� A � � SIoPa 2:) ,L.1 SIoPe // ////� �� � l � � , � / ,- - �\ i f � - _ \ \ / D / - \ d � �-/ . � � �� - , � �ae�E ��� � � �'� �� � � � �� GRAPHIC SCALE . � � is� of Liner- PSRM - �:�., . � � . / CMP/ �� \ � � Mn.D= 10 Ff .� / \ � ! / G A � � � r �q � 18�' , Mox. d- 1 0 F � � � /' /' 1 F`CP. .� '�., i � -- � � 1223 Jones Frankl n Rd. y / �j Type - � /. \ `� . ' .. . _ � � E �' WOODS �` � / /O�\ STA DAR �j�%� ITCH • ENGIN�ING �ole se No F20377 � A'C AT STA.16+82 -L- LT � ;%// i \ 1 I �. ' . � ' y 0��� � S� DETAI� � ' Bus 919 851 8077 �p 8,j CR�O `z'Q � Q�i� � � � ' - -, A � � / ��� � Fax sis ss� a�o� ' � ���� � � � /�/ :_; P � � � � � �� � � -._ �_ � �IP - � � � / - ,avnlsrre�Ges�x -' sww - aaroceisrAvneruae ciesuw Q ��// � 0; � � LRE SILL� � � �� � � � %�������� �� re,wsrcwrurav� x��� -wrsrAuer�uV�aesero%vKw � ro „ � � � ' � � � � �� �� � � � �� � � ,�'AS Q; KOONT� ���"s ��' � wboa� � ��� � � � V 4��� ivt-K�ORITZ�__ � � � _ � �� �, , � �� � �� � ��; � _� - _ �" _ �. � � � ' � __ \ `— � �� � � � � � � � � , ���f �G ��� �� � , � /� � � V �_ � ��e��— � � � � ' , � � ��� � � � � � � , �� ��� ��� � �- � � � � _ --� -LREV - PT Sta. l2 +77 � �/ � � , � , , ��� / � -�— Z F � � � � � �� � A� � � � \ � � _ _ c� � �, `�� � � _ ,, � _ �������� � � �� � ' � DETAIL 1 _ .�o� �� ;, �,, �� �����. ,' c' \ �\ .�� F� = _ =tN��� �1` S#O.�-f6�A� . � � � � NATIVE MATERIAL * AT EMBANKMENT >� � i� � ti % �` � � � � � - - i No,+� s�a�ei �j� % ( � 1 ' ' �� • � e�� � � R � ���A _ � � �� � � � �• �� JJJ(((��� � , �= � NATIVE MATERIAL , -/ � /�0�� 1 � � (� � - ' � J GR � � , � _ � -_ - � � \. _ \ ,o m��. / �� j �� � � � / �'�� � � � P�% � � � 1MP RVIOUS - � � � � �,`'-��`� � �� � r, � _ � � � � �'„�99� � � = � �„ Ditch 1.0 m n. � / /� � � � i � � �� � � # � � � �, � - - �� � � � � �so � � � A \s ""-_ ��ade z.o � /// / � � � DIKE � � . �� , , _ � � � � � — \ � � � //� �// / � SF�J�R . `� _.._ o --- - � SR �� \�� \� �j � i : � /� � � ��� � � �`,. �\ �\ G E T� 3 TONS RR `_ . ✓� � � / � � -�� � /,35 _ � � ' \ � ._�_ GEOTEXTILE � � �. - � ' - ; � - �� , N � _— � \ F ,� s_� � �,. � s -� � �p � � //i"� �N � \ EST 11 SY GT 1 � � ��� O� ��� � .' � i � .� , ' �'.. A V� �' � � o � ��� ��� � � � COIR MAT. � � �, ��� � V_ S� - � �y�S'�r�. /� 8 �'Z, _ Type of Liner= 16 70N5, Natve Material' . -- " /�� i � ' \ .. _ �� / . �eorexrde zo � � � � 35� � FLOODPLAIN � � V � � ' \ V - — ��4i/� 45�� ��� � � FROM STA. 14+9����� ������ �� /'� R \ � �� �� � ��, BENCH �`.A� \� " � L� � � V A _ ��i' � g�� -� � � / ; � � � � � � — � NATIVE STONE �,� � •.�' \ \� �' ��// ; , � � . �, � � �, ��• �, � > , � � � , - �� .� / \ � � ` � / % � -� . � � � . � o F �o ��-�� i� ,-_% ' � � ��' � � �/i ! � � �� � � �� '%��.=�� � �'�� � � DENOTES IMPACTS IN , � �� �' i � �� � --- �� � "� 'ti �; /�/� ,/ � / � � � � � � �. ; � a � SURFACE WATER � �R�� t�E -� � � �� � N� �o -LR� � ; � - ' +�:00 � � " � � � ' ; � £� {� v� � �� � - � � � �� � o � : � _ �; -� �� R� � � � _ . �,, � � ` � � �� � . j �% � i � �'�x �._ � � S DE OTES TEMPORARY - � ��� �� � � �} LR V' PR �toa 16+98.05 , , / � � �, _ _ � -, _ � M ACTS IN SURFACE WATER � � ; � �r� � � � ���°� ' �� P�''� � � � �\ �V V � ' �' ' � � � ��\� • NATIVE MATERIA � ` � ',,�-"�' � ' j%N�'' ' � ! � � TREE FARM � � tiSUZANNE F, CHESTER � �� � wrth a size qrodtion equo� - / � a y� ��`, ��� DENISE FRANKLIN j/ �o� to thot of Closs IRip Rop -�' , �- , �'- , � � � - -- _LREv- ;�RE sro. l �l. � �3 � � ` �� � � ; ' , � % , '�' Lf�EV�- �PC StO. 10+62J6 � -�,� UPTON VALLEY NURSERY, INC, �� ��. � � � ��� � �� �� UPTON VALLEY NURSER q NCo � �' �. - , � C`.�� � �Pv� Yn � �� � �� Y I 1,168 1,162 -, _ _ _ T � � � � L �� -LREV- STA��16+66.5s P� _ 16+25.�0 � rrj j 1,1fiE �� 57.,6� RT EL = l,153.28 N � � � ELEV.=1152.07- -LREV VC = l27' � � �i � Q K=_37 O Q �,: 1,16� �u � DS 30MPH z � m� LOW PT = STA.l5f97.58 W N 1,156 �_�---------__-- __ �---'--- 1,15E �—�— __, _ ��_ � � . , WATER SURFACE ON � —"' i-IO.97,�3� '+)� � 1,150 . __ _;- -- DATE OF SURVEY i ELVE I146.5' / / _ (6/22/20/61 � 1 144 CULVERT OUTLET CHANNEL s�aa��e x Ro 6 Tons CULVERT INLET CHANNEL II� � NWS - II4U.7 � EslCloss B R'p Rap 6 Tons st5olwfh SeedsP 7 cv yd. I I es�saiwm saed� � Yd. LOOKWG DOWNSTREAM LOOKING DOWNSTREAM Est Co r F ber Morc n9 �]2 ry. yd. NOT TO SCALE z� Co r F ber Mott ng 25 sy yd NOT TO SCALE I Esf Nat ve Sione 57 Tons st Nat.e Stane 50 Tons EsfGeoTenile Fabrc 60 ry.yd. �NaNral stGeoTe.tle Fobrc 50 =Y Yd. !No< <a� . , , STA. 15+42.5 -LREV- Ground — Gmond I� S�(EW = �j0� Exmwtia Excovotio I � Geotextile Fabric Geotextile Fabric I � GPE � _ ��54.08� � � 3$ �� "°'1Ve s'°"e l 2@12'x7' RCBC WITH 6' BEVEL (BURIED 1') � o Min.D=LS F,. Sao�e D Min.D=1.5 F�. il WITH 1.0' SILL IN LEFTMOST BARREL AT INLET 2�� (TYP�)� Coir Fiber Matting 2�� ITYP�) Coir Fiber Maffing . . �eo+ent�i F�n=so�ia�a,eeasro, GeOfe"11e i AND MIDWAY THROUGH CULVERT F°b^� F°b"` AND 2.5' SILL IN RIGHTMOST BARREL AT INLET e„en, or ����en e.�o�m�on I; 7]'- 0 13' \ Nofive � Fi11=5oilandseedsfor � . . 1 13 2 - e.�e�� of ����ert e.�o�o,�a� E%IST. BED � Fill =Class B Rip Rap for Stone EXIST. BE �-13 LOOKING� DOWNSTREAM � WIDTH extentofcuHertexcavation WIDTH Fill =Class B Rip Rap for . PLAN VIEW Liner=Notive Stone PLAN VIEW exleni of culveH excavafion �� . . . . . . . . . . '. . Ex<avafion �� FLOW �� FLOW Excovation . . _ . . . . . . . . . . . . . �. .,._,._. 1'� ^ � - C=ir Fiber Coir Fibe= _ - ------- ------ L Soil ond seeds Soil and seeds Eaisfing Gro�nd Sill Sill Eaisfing Ground � ��� Class B Rip Rap Ciass 8 Rip Rop � � � FLOOD PLAIN PROFILE VIEW FLOOD PWIN PROFILE VIEW . . . � .� . .. � .:. .. .. .. . .. . . . . .. . .. .� .. . . .. �.. .. . . �. . . ... .. 1,15C 1,144 1,13E 1,132 1�12�i 1.120 1.12C 10 11 12 13 14 15 16 17 18 �� �E 0 S¢ a DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET 4 OF 6 � 1223 Jones Franklin Rd. 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' PERMIT DRAWING SHEET 5 OF b CU LVERT PROFI LE -1 0' -5 0' 5 0' 1 0' �_ �_ � � I I I I �T 1 � _ __ _ i_ __ _ _ _ SK - - - I_ - t B� _ E ___ _ . -�-__ ____ _ _ __ _ �- . _ � . _�l- _ ___ ___.__ 2 � x , �8 B 1-- ���-- - _. _ E. __ _ _ _ --- -P. _ . _ _ - _ _ 1 1. ' L l _. I _ T R L , T' T _ __ - l _ � _ . � � ._T _ - i_. '�l I I _ _ � � � .� 1 _� _ _T � _ _�- _ . ,_ _ __ __ _ -- - - - P' S�__ � _� _ Q_ _ _ _ I I � I I I I� � II i , , - -- � - _ - I I I I I I I � , _ I I I I � I I i � II I li 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 Fillln Fillln 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) (ft) (ft) 1 15+15 to 15+75 -LREV- 2@ 12'x7' RCBC 0.02 < 0.01 46 20 1 15+15 to 15+75 -LREV- Bank Stabilization 0.01 75 TOTALS*: 0.03 < 0.01 121 20 0 *Rounded totals are sum of actual impacts NOTES: EXISTING STRUCTURE: 1@ 25'10" (18' WIDTH - OUT TO OUT) SINGLE SPAN BRIDGE PROPOSED STRUCTURE: 2@ 12'x7' (47'9" LENGTH) RCBC September 2014