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20171170 Ver 1_Build Maps_20171025
C �,� + � L �_ o ; ;;: u'��, �� �'��F C "e 0 N �O � � � ., � V W 0 � � � � • � � V � � O V NOTES: 5°T'sE��'1� ��II��°° �i ���� II--� (�'s'� I ' c�Iel�� � �^� iT���'�������,� �1T�' lI���II����`1y� BEA UF�RT CO U1�TY LOCATI011t: REPLACE BRIDGE N0.30. OVER CAMPBELL CREEK ON NC 33 TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING, A111D STRUCTURE PERMIT DRA WI1�GS: WETLAI�D � � STREAM IMPA CTS + + r TO SR 1904 ' � - - � . . , ' � ' - '. (CYPRE55 SWAMP RD.) .. . _ - _ .� ; _ _ . ' _ . . _ i0 . . � v' . - PAMLICO COUNry LINE �-�_ __i. . _ - - -- - �y*,, ��NC 33 _ - �.� __ . , : ._. . . _ . ' .� ,,. __ , ... _. — � „_ . � ".. �.- , ' . �,,�'. � . .l , ' � _ . . -.- --� : _ ., � .. F;% - _ . , _ — � . �; : . � - . . .� - _ _ _ _ _ , _._ '=� `._ �,y y � ' _ - _ _ _ r ` __ _ _ _ _ .. -.�_ : ._". . ,�.., . _ _, ., _:' __ '_ '_ __ _ _ _- __. - .: � .. ✓.' :',X�..�, ` . � :�._ ._ .. . ;.. �.... __. , �.- _--.T._ .. ...., . :c.: . _. , . ..,.. '�' _ ._- ___ .'. --. - -'_ _ _ . _", .5 _ _ _— . �' • .-: � _:_.-. ' _ ___' - - n —_ � --'_ � x ' . ,. . .., . . ,_.... -� __.__ _._ _ .._ ..;_.,-�__ -' =..� - .—,,.� _..�.x—..-..�_..-._ ._: . ___ - _ � -,.L -�.:s-,. ' _ ., .: .-., _ . j a�_�. -�-..� -�__-_�& . �.: ^" _ - — - -_ — . 1 G' v __ _ _ _ - -_ _ � ^ z� _ . . . ,I � t �1 � .�.., ; :, . --�"` ' BEGIN TIP PRO ECT B-5620 �:. —L— POT STA 21 + 75.00 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. BNC��]P➢.�°ll']E 1�1L,�N� DO NOT USE FOR R/W ACOUISITION DOCUMENT NOT CONSIOERED FINAL UNLE55 ALL SIGNATURES COMPLETED Prepared in t/� Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �INTB HNTB NORTH CAROLINA, P G. ADT 2013 = 240 RaleighS1NorthkCarolinaS27609200 50 25 0 50 100 ADT 2033 = 480 Nc ��oe�se No: c-�5sa �o� ������ % s�o K= 10 % zatz srax�nnr� srEcrFrcnzioxs /a�° � `"�� PLANS LENGTH OF ROADWAY TIP PROJECT B-5620 = 0.155 MILES =� G D= 60 % DAVID W. BASS, PE srcNarunE: P� r, '� PROJEf.T ENGINEER ,o �— 50 25 0 50 100 T= 7 %* LENGTH OF STRUCTURE TIP PROIECT 8-5620 = 0.026 MILES RIGHT OF WAY DATE: � g ROADWAY DESIGN �� -' � " V= 55 MPH APRIL 10, 2017 ��� ��`�, PROFILE HORIZONTAL MONICA J. DUVAL ENGINEER \ ,��� � ) * TTST =2% DUAL 5% rHoltc'r DEsic.v excrxete �t� �o_—n�� ��� TOTAL LENGTH OF TIP PROJECT B-5620 = 0.181 MILES 10 5 0 10 20 FUNC CLASS = LETTING DATE: MAJOR COLLECTOR OCTOBER 4, 2017 PROFILE (VERTICAL) REGIONAL TIER HON F. YEUNG PE NCD07� CONIACT P�E' S7GNATU7tE: SCALE:1---4� -_-E�\ WETLAND & STREAM IMPACTS � SCALE� 1"= wz - '\� - MECHANIZED CLEARING IN WETLANDS (404) 0.02 Ac/7024 Sf I �` / � � MECHANIZED CLEARING IN WETLANDS (CAMA) = 0.04 Ac/1537 SF F I 'riikh:rr'r � PERMANENT FILL IN WETLAND IMPACTS 404) - 0.06 Ac/2532 SF - I \ / 9Z 2��/ �. ,� cuarun� PERMANENT FILL IN WETLAND IMPACTS �CAMA) = 0.09 Ac 8969 SF _ � � V i � % EXCAVATION IN WETLANDS (404) - <0.01 Ac/410 SF �-g2- ,��' � � � ' EXCAVATION IN WETLANDS (CAMA) _ <0.07 Ac /10 SF � � � _ � � - TEMPROARY IMPACT$ IN SURFACE WATER = <0.01 Ac � �\ . / � � ,� c � 0 � � �S � � 8Z � � � � ` � ' --- � fi / - - --- \ - � � ti'9Q 1 , "' - -1 --�_ , � - � - � � - �.-_ _ ,--15_ / i , s , s " � , v� - -- �s-- ` - i � 9 � i - _ - JS ' /� �'q _ 1 1 � - _ __ -_ - � �� � . , � � \ _ ez�� � � rv0 CARROLL . _ �� � � �� � �J� �- s -- ' (C' -v r � . � �'� o � - _ �2 � - � � we _ iN TdP PRO E�'i 8-56'20 , - y � - � � � � � , E _ - �� � � � i -L- POT STf1 12 + 20.0'0 . - " �_ � � E �-� , g � � � � � � ; c _ , :�i� ... - .\N - _ F.. .. -_ . , :.._ - - , .�:_ ,.. .. _. F�. F F _ � - C� NTB vc ��ce�s� uoNo� i;,aP 5�'sos ° PROJECT REFERENCE NO SHEET NO. �5620 4 PERMIT DRAWING ROADwAY DESIGN HYDRAUlICS '� ENGINEER ENGINEER �7-�;. SHEET 2 OF 9 IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MECHANIZED CLEARING IN WETLANDS (404) <0 Ol Ac /148 SF - - MECHANIZED CLEARING IN WETLANDS (CAMA) 0.04 Ac/1795 SF - � "- PERMANENT FILL IN WETLAND IMPACT$ (404) 0.01 Ac /486 SP - .� PERMANENT FILL IN WETLAND IMPACTS (CAMA) 0.12 Ac /5110 SF EXCAVATION IN WETLANDS (404� _ <0.07 Ac/320 SF -_.__._,_ _ � EXCAVATION IN WETLANDS (CAMA) _ <0.01 Ac /119 SF F F . F .. - �-- ---' � - >' �, ,_ - - -__- F TEMPORARY IMPAQS IN SURFACE WATER = 0 LF �,.- - �_�'._ ia -I __ �� � _ �J� .. '..,-_ __ _,. _ . . -� 1 _ `' / .- � . _ � '-� C��- r -.�.�, ��W � � � � /�-� �Jl �� -� F _ CFW�iH�� -- -- - - F - ,r.,is �-_'-�- i ,� 1 - ':,� -1 �- �m �'�` �`� - � u �� =iw � �~�F_W� W�o _ - - - - _ � rv_�,- - FYJ _ . � � �- CF��. ' - � �/ �� � , j = .�s- - � - -,; v-,,� � r _ - �- _ _ .-iS --!5 � =' � . h5 - . � v�- , � _ i ��. '� 1 � � �� s �` r - �-� - .f . -15 -" T 18" RCP-III / -�� - 15 - ��__� 1 '� � i =�=-- � _ _ _ _ _-_-y�_---_' JS . .._�_ .yS_._ .- __ .-. �-- 15� . � .. __ . ___ _ _- � i 1 � _ Y ��� _. ' . -.. .-ri. :� > ____ . . . . - . - - __ _- - � - _ - -- . . - 1i/J CW55 '8' RIP-RAP � , �I._JS-.- .�__. .-_._.__15 � . <�� . _. _ ' _ . . �.�'_ _ L 1 I 1 1 � 1� I -- j- EST. 2 TONS vi� = o e irs I��, �I �• \ -. �-� oio - a 5 .. - ' �_ � EST.7 SYGf ' � ��' � . ._ - .__�5- . ____ 15-=.----': _-_ =' � In ., � �CALE 1 ' 40' � �` � � � � � is - - � �"�"_"� et Z m^' �� t`�' i / � - 00 Ofl� � , [ ��� � � � - 7% � e� � � � ��� � � � �� � � <� / � LEGEND // � _ _ _ � \ j5 � ' � � � N • • • • DENOTES MECHANIZED 1_ -- ;�_ i y " � 4 - �� � � , � � Z .�.'.'. CLEARING _ _ - T , j �� jgi . � SCALE: � 4O "UST(f L Oil�i�r75,�,��[� � � � DENOTES FILL IN _ ,, �i � � � '�s �� � � �` - �� � I �` ���� �' WETLAND �'•..� � / �, � . � �.. -. � ��� _ /� , ..,... / _ Y� / � DENOTES E%CAVATION \ -- / � / � IN WETL4ND �'�'- _. - __. -_ / ..., s J� � �;�/l \ / � M AOCTSSINE SUORFACE WATER � � DENOTES IMPACTS IN W3 SURFnCE wqTER MECHANIZED CLEARING IN WETLANDS 404) = 0.02 Ac/659 SF MECHANIZED CLEARING IN WETLANDS CAMA) - <0.07 Ac /743 SF -� - ' oe�u.,^,-�e5 Cnro,.. PERMANENT FILL IN WETLAND IMPACT$ 404) _ <0.01 Ac/119 $F ���i�iv.Nos PERMANENT FILL IN WETLAND IMPACTS CAMA) = 0.00 Ac /0 SF - EXCAVATION IN WETLANDS (404) _ <0.01 Ac/34 SF � ' �'� '- oeNores •iu•�. EXCAVA710N IN WETLANDS (CAMA) _ <0.01 Ac/73 SF . , weT�.allos PERMANENT IMPACTS IN SURFACE WATER = <0.07 Ac -T� - T. � _ T. -- _-17 r -17 1T -IT� - _ 7 �r� -IT�T�� -IT�T - -I�� T�r �- _ _ � �r'- _. -._ . ri ._ rr_ �,T-.��T-'-._�-'-�T '��I- ,�T -. T ��. �i '1- �1-- ,1-r-�T� 40 - � = ----- � : _. : - -._,i�, . ,,_�_ ,_ _�_ . . ,,-� ,� �__; . ,�;-._._ Y E 30 2� =k=-,=�:��r : := l�� : :T�E . :���. :T�� .��� . _ ��r-,��� W4 MECHANIZED CLEARING IN WETLANDS 404) _ <0.01 Ac /96 SF MECHANIZED CLEARING IN WETL4ND5 CAMA) _ <0.01 Ac /89 SF PERMANENT FILL IN WETLAND IMPACTS 404) = 0.00 Ac /0 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.00 Ac /0 SF EXCAVATION IN WETLANDS (404) _ <0.01 A</35 SF EXCAVATION IN WETLANDS (CAMA� = 0.00 Ac /0 SF TEMPORARY IMPACT$ IN SURFACE WATER = 0 LF ;.'^i,. 'R.. I MATERIAL TO BE REMOVED � 40 S�. . - ___-L -Li . � -. �1�. .�. �. .�1 .� _ .� J--. � L�.-- L�. .�L -�L� k.-:: i : �: .: i : �L _ . �M�=1 ___ _ r � RR SPIKE IN E45- Oh 10" FUM ��T ��T � T �� �_ =TT-- ��T_- �TT_�.-. � � � _ r� - r� `Tr -Tr� - � -Tr ... '� - ' __ �_. BEGIN GRADE - - - 1- - -- _ _ -L- STA i8 22.02, 55Ji3' 2G -L- STA 12+20.00 - -- -- -- - - -- - ELEV. = 3J0 , - 30 ELEV. = 6.00 - - ---` - --` - '- �- ' ---- - -- ��-I; END GRADE -� � ��T-_ �- T-rr . . . . . . . . . . . . . . _ . . . . � i _ . - . .� - �--=' : : 1 r-r_ �._ . . . . . . . . . . . . . �: .- . . _�-i -L�- STA 21 + 75.00 - � � -��_ .- . . . --- - f� _ - � - �- �� _ ELEV. = 5.43 '�' .�1' .�1�_ .�1�-. �1�. .�: �. � PI = 16+00.00 � i :_ �L _ �L �L�:_ i -. � �.� '1-'- --.��i :__ i�- _:��-„ ��_ - - PI = 19+10.00 = -- _ { .�7T -�i�-r-� ��T � �--r-. VC 61�50, -.; EL = 6.93' -r ' EL = z5.400.0 � - --�� '_�� '�� �; _ 0 �� � i - - -- - -- - - vC = 165' vC = I50' - - - - - _LC -- . � �1� � �- K = 500 � K = 151 K - 190 -- -- - '- - � - �-- - : VC = 80 MPH+ WS EL.= -1.1' - i VC = 60 MPH VC - 71 MPH - - ��� - �? . �r - -_ �� - --__ SURVEY 03-08-17 - ,- - �- -- -- � _ �+�0.0000% _ _ _ _ � � .- -_ I m __ ( 0.3000°.: (- OJ895 % _ : : I , : i . . �-�e ma - .��s ,�.�__,_ = - .>a�--.ma,a..._.o.e._ . (+�0.0000% ��^-- --� g_ A...__,�._.. � �� � � � - -- -- , . __ _L__ . _- - - --._ . . _.._.._. .__.._._. _......._ ......_.. ...._.._. .._.._... _......._'._...._.. - _. _. i F- F- -� 20 � �❑ � �_: ' , ' r-r+-1 r+-1 - 1 -�,-; ' ' ' ' ' r;- � � -�-y ' H;1--r r- '-t - _ _ BRIDGE HYDRAULIC DAT A -•-i i i r 7 r i-- i - I i �- r i i I I i t i I I i�I _ rI i ��i • w i r- r7 i i•- i i�{�� - - - _ � I � - - i � _ 1- _- i � _I �. .. : -. _I- L -1 � I- � - t9 � c�" �- �� - - I _ i �7� ! N l HAR = F , , �. �_. , , � �--�1_� � _�_ _�l �_,_�__� _� _ �-•'--�. . � .�_; �-� �., �- �-- -1 • � �. .� . , . : �.. .�._ , �_ �. _� � , � ._� ' , . . . . . DES G D SC GE 950 C S -10 ,. . ` _� �__�. .. , � . , a ,- , ,_�. , _ , _�_�_�_ , _�_�_ � � � �__� . . ,. � _� �-� �_�1_,_ _ -10 - w . _: �- ; � � �w � w � uw �� � ��; � � _ � � � � w �� � ��. m `O _ ! j- w_, L _ _ -� i ; - -Lw�� - DESIGN FREOUENCY = 50 YRS � - - i-r-� -- 7 . --t'-i.--i-7 r r--i-i r -i-1 t-.r t-r-: i -t-t-. i r--Frri r-F-1 t--i.-'+ . . . . - r-'-i- i--r-i-r I- �. t- - �-r t-. `--r t- . - - r-r-1-`i- .7 �-. . ` �i_.__._i._. '.:.-i�i �- ' - - - :-. � --. -- - -- - - a a -- - - -- - - DESIGN HW ELEVATION = l9 FT . � 11 + 00 I�i i i i i i I i i i ii i i I i i � � i i i ii I i I i i - -- -- --- --- - - -- Z - - -- I�i- i i-l--I �- � I-� � a - � � I--i--I � I--i- - N N LI- �� ' 1- . I- � � , _ � ; , BASE DISCHARGE = 1200 CFS i i_i_ l i i i__i i ii i, i�L .i _i-i L� i: - i i �.. i i i i. i.i i i� L i i i i._i� i i�i ,_i_ w � S iu �i i i-i- i� i 1 i- i i i.�� _.�i i i il_ .. _i . i_l A FR N Y = l YR }��� �u� � w� � w+���� ��i �+��u_ :i i_i_ w. �� �+��: - m i i ��- �u�-� L +� ._�+� -i.+�� -_iw�.+ �__ B SE EQUE C � S -ZO , : ' -� - ' ; , �-' -.- ' - _- _ L '- L BASE HW ELEVATION = 2.3 FT III�r_��I i: i i 4 i �I I 4I i. � f i iI II -i i }I4�I__ i• i i - i i i . I i I '" OVERTOPPING DISCHARGE _�I700(f1 CFS L �I �11 1 I 1_I 1-�-� l- �� i L i-1� _ ll � i ,. -il �' � -� LI--�-��� 1j � . ...1.1 I_ I �LI !_I �. .._LL ��� I � I ..:_1 �I . . i� ��II� -- �I� � . i _ _ 1 ' _' I I� �- L _ - �- -� �-I- �-f- � I , ' �+�- � 1 l .11 � �� - �1 OVERTOPPlN6 FREOUENCY= �500(+) YRS } "_��- `'-'� �'-'� �'- � �_� �-'- �� �-; �-' � � L �___, �� � _ L �� -- OVERTOPPING ELEVATION = 5.32 FT _tr-._ 7-+--f-`i-i r _--F �-1 r1-`i 1-r ' f : i�-t-t- � i_ -i---F-r-i�_'_ F-r-i r �-- i f- i i . . . i _._ i_� _. i � _ i i L. -F`i- r-r1--r i- �. I- :_ � ��. - _ F`� . _ _�r`t`i :_ . -I =�- =�- I --I =� -�--,-E--- - - - -I � - - ��I-= � . . -1_ J _ I : � �. -1-1 1 �. ��. . I : � - 1-. .. L. _1-1-I �. . _.f _ L-I�. .. . �_L -I . .L_ J _ ._.L_ _.. .� . _ . � ._ _ i_- _ _ _ _ _ I : I _ I_ �. I-1_ L : 1=1 ; ... ._ __1_ L �.._. _ � _ -1-. . . ._i __ i, _ _ � L '__ L- ''L_I_ _I1 l_l_L_I l.I_,_L_I. l.I_,_I_I l. I _L_I . LI 1_I. .. L 1 1. I.. .l._ 1 L I l I.-L_I ..._I L I .._.I 1 I.. 1.1_ L I I.:. _L... ._I.. I. 1 -. 11 1_, . l.. L_LLI. I- LLL 1 . 11_.1_ I. 1 I. 1....1. I_I . I..... I_11_I1" "' 1_,_I.�1.. L L,_, _.�� 1_ _1�L -� ._1 I" I I I I� J_} � L : L . : . J � . L � : L : . . J -1 - _ �-, , i � - i - DATE OF SURVEY 03/08/l7 , , , ; r- . . . ' . , � -1-r1,1-1 r-: :`' ,-t i -__ti ' ' ' r-tr+-� -, - - .. i �i_ _ia �i :_i_._i i _i . u i i .i . u_i. . i _i _u_i. . � �i . ; _i .� � . ,. .i _i . i ._i. _i i . i_ i. ..i.�i . i ..i.�.i . i i . � �.i_. i_ i i _�,_.. i� i i_. i� i i. i _i : _ i i . i :_i._ i . i ._i._ i . i ._i.� i. i ._ . .-- i . ;_. s.i. i __._.- i _i . i�.{.. . i . i�.i : W 5 ELEVATION 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 AT DATE OF SURVEY =-�✓ FT 21+00 22+00 23+00 24+00 0 � � Y E SCALE:1---4� -_-E�\ WETLAND & STREAM IMPACTS � SCALE: 1" _ w2 - '\� - MECHANIZED CLEARING IN WETLANDS (404) 0.02 Ac/7024 Sf I � / ! MECHANIZED CLEARING IN WETLANDS (CAMA) OA4 Ac/1537 SF F � riiKh:oirv � PERMANENT FILL IN WETLAND IMPACTS 404) 0 Ob Ac /2532 SF - � � % L B� ��� �� PERMANENT FILL IN WETLAND IMPACTS �CAMA) 009 AcB959 SF _ � � � � A �' ��cuRiu.ua � � EXCAVATION IN WETLANDS (404) - <0.01 Ac/410 SF g2�� .� / ��� �v EXCAVATION IN WETLANDS (CAMA) _ <0.07 Ac /10 SF � ,� b. - TEMPROARY IMPACT$ IN SURFACE WATER = <0.01 Ac � �\ ,- /��, �� BZ 1 0ti , �� / ��S_. � � \ � - \ �`' � � j - - - - -- �'qO `1 ,s --___ _. S __ ,s ^ _ �- \.-_ _-= _ �� , 1 � � � � _ ` � \ ,� �s- � ,s-= i� y� _ _ �� j, � C�NTB ��-�,�°�'s'�' NOHay,��'>;a` sz,sos �, � PERMIT DRAWING �7-�;. SHEET 3 OF 9 PROJECT REFERENCE NO. SHEET NO. �5620 4 ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER �� 1 1 _ ��t��, _ _ � . � �� 1 _�+ i BZ �� I DOCUMENT NOT CONSIDERED FINAL . �t - , � . - \ - _ - \ �- l = - - f `` -� ,n � ' � ', UNLESS ALL SIGNATURES COMPLETED GIN TdP PRO E�'T' 8-56�0 ` , - � ,� \ v�/ ; � % � ��x w, up CA ROLL J� w,a • : � , � � E- -y'- - � ' - __ � � � , � , MECHANIZED CLEARING IN WETLANDS 404) <0.01 Ac /148 SF -�`�_.\„f�.9, 1- _. F . „�; 0 1 4� -- '� - - - MECHANIZED CLEARING IN WETLANDS CAMA) 0.04 Ac/1795 SF � � y� � ' � � �i . -� - - �- PERMANENT FILL IN WETLAND IMPACT$ 404) 0.01 Ac/486 SP -L- POT STf1 IZ �' ZO.00 - -_ ' �;; �'" �/ � C� , PERMANENT FILL IN WETLAND IMPACTS CAMA) = 0.12 Ac /5110 SF , : . �, i. - ... . \N ` . E . F . F _�_��- , � � , .: ' _o W �� � � , F F ���� - - EXCAVATION IN WETLANDS (404� _ <0.07 Ac /320 SF - f � . p � ..� � .. - �_ � _-� � � � � r � -"h�'. :�.. � _ __ -�-�_ F ' ... -. _ TEMPORARYNIM A TST NNSURFACEAWATER 0.010 LF719 SF . . . ��.'�:.- . - _ _ TB -I L ' "'�-�� _ .�, �l�� - b_�,. u .. �.-e`_�-.v.e��J� � .. _ 1 - � r �� _ -� �_ _ � � (�� �CF , l��1 _ _ ' _ _.0 - ,,.. C�W � e } F . -_- . , F � � r � F � _ . _ _ - 1 � : "� � - J' _ ' � - � 3'W I _ ilF'L�-� - ' - . - _ _ � t� \�` � �� _ _ � __"= _- - I ,. _�. i � . � - ..�T . : � '_ „'e_�,r-�--- �- CF }G __ � = - '- --is �- - - -:s '- ��'K'i5 -/ 1 �\ m m � �� i - � � � _ e 1 1� �" , - � �' i ��.- _ � � �. � , . �- -�s � ia Rca-w i � ` - - is��.� 1 , , � , �` .'�-=`u� - " - - _ _._-�5-_-_.-__' JS ....-_. .!5_._ .- __ -_/- -- JS�- __- � �� � - I ��Y. "�75�-__._ � _ ;,,.. y - __ _ - �_ 1 u ; � . �- __ � � _ . �/J CW55 8'RIP-RAP � .IS � ` __-_1S • < _ .. , - . - �'_ _ JS ._. _ _ y � 1 � �r ` \ _ - . �, �� c ' :_, � I � _-_.._. �_. - � , EST.7 SYOGf vio o� rs j. j . . � -� ,- S�� '_'� - . oio oe cFs �, -. _- - _ _ �_ ,s---- ��CALE 1"=40 � �; , � � is s� , >,,:,'�-is-� � , � r -----� � et z � ti � � -- � � � m `' r � j - 00 Ofl� , 7 � j� eZ � � �,y, /ti / 7:� � ��� � . _ �g � � \ �' END TIP PRO ECT B-5620 LEGEND i`- - _ _ A � 5 _ - .,. � � / � _ -L- POT STA 21 + 75. 00 0 • • • • DENOTES MECHANIZED I y "�� � � .�.'.'. CLEARING \ �:_' I_ - T � �1\ ', � . ��I;ST(f L Oil�i�r7c.l.�_[' . __ _ �\ SCALE� 1 40' / � ,. � � � ri ��.��� ar� � � � � � _ � �DENOTES FILL IN _� � i� - � a � � WETLAND _ � I ` . i � I� � �� _ �. _. � /- . � � . � � . . . j � �; �/ �DENOTES E%CAVATION � IN WETL4ND �.,_ -� _- _ _.. - -- � �. /'� � . �DENOTES TEMPORARY � �J.` � J IMPACTS IN SURFACE WATER �\ � W3 . � � / . � 7 W4 �DENOTES IonPnCTS IN MECHANIZED CLEARING IN WETLANDS 404) = 0.02 Ac/659 SF SURFnCE wqTER MECHANIZED CLEARING IN WETLANDS CAMA) _ <0.07 Ac /743 SF -� - ' oe�u.,^,-�e5 Cnro,.. PERMANENT FILL IN WETLAND IMPACT$ 404) _ <0.01 Ac/119 $F ���i�iv.Nos PERMANENT FILL IN WETLAND IMPACTS CAMA) = 0.00 Ac /0 SF - EXCAVATION IN WETLANDS (404) _ <0.01 Ac/34 SF ' �'� '- oeNores •iu•�. EXCAVA710N IN WETLANDS (CAMA) _ <0.01 Ac/73 SF . , weT�.allos PERMANENT IMPACTS IN SURFACE WATER = <0.07 Ac -T� - T. � _ T. -- _-17 r -17 1T -IT� - _ 7 �r� -IT�T�� -I��T - -I�� T�r - _ _ � �r'- _. -._ . ri ._ rr_ �,T-.��T-'-._�-'-�T '��I- ,�T -. T ��. �i '1- �1-- ,1-r-�T� 40 - � = ----- � : _. : - -._,i�, . ,,_�_ ,_ _�_ . . ,,-� ,� �__; . ,�;-._._ 30 2� =k=-, r�:��r : := l�� : :T�E . :���. :T�� .��� . _ ��r-,��� MECHANIZED CLEARING IN WETLANDS 404) _ <0.01 Ac /96 SF MECHANIZED CLEARING IN WETL4ND5 CAMA) _ <0.01 Ac /89 SF PERMANENT FILL IN WETLAND IMPACTS 404) = 0.00 Ac /0 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.00 Ac /0 SF EXCAVATION IN WETLANDS (404) _ <0.01 A</35 SF EXCAVATION IN WETLANDS (CAMA� = 0.00 Ac /0 SF TEMPORARY IMPACT$ IN SURFACE WATER = 0 LF ;.'^i,. 'R.. I MATERIAL TO BE REMOVED � 40 S�. . - ___-L -Li . � -. �1�. .�. �. .�1 .� _ .� J--. � L�.-- L�. .�L -�L� k.-:: i : �: .: i : �L _ . �M�=1 ___ _ r � RR SPIKE IN E45- Oh 10" FUM ��T ��T � T �� �_ =TT-- ��T_- �TT_�.-. � � � _ r� - r� `Tr -Tr� - � -Tr ... '� - ' __ �_. BEGIN GRADE - - - 1- - -- _ _ -L- STA i8 22.02, 55Ji3' 2G -L- STA 12+20.00 - -- -- -- - - -- - ELEV. = 3J0 , - 30 ELEV. = 6.00 - - ---` - --` - '- �- ' ---- - -- ��-I; END GRADE -� � ��T-_ �- T-rr . . . . . . . . . . . . . . _ . . . . � i _ . - . .� - �--=' : : 1 r-r_ �._ . . . . . . . . . . . . . �: .- . . _�-i -L�- STA 21 + 75.00 - � � -��_ .- . . . --- - f� _ - � - �- �� _ ELEV. = 5.43 '�' .�1' .�1�_ .�1�-. �1�. .�: �. � PI = 16+00.00 � i :_ �L _ �L �L�:_ i -. � �.� '1-'- --.��i :__ i�- _:��-„ ��_ - - PI = 19+10.00 = -- _ { .�7T -�i�-r-� ��T � �--r-. VC 61�50, -.; EL = 6.93' -r ' EL = z5.400.0 � - --�� '_�� '�� �; _ 0 �� � i - - -- - -- - - vC = 165' vC = I50' - - - - - _LC -- . � �1� � �- K = 500 � K = 151 K - 190 -- -- - '- - � - �-- - : VC = 80 MPH+ WS EL.= -1.1' - i VC = 60 MPH VC - 71 MPH - - ��� - �? . �r - -_ �� - --__ SURVEY 03-08-17 - ,- - �- -- -- � _ �+�0.0000% _ _ _ _ � � .- -_ I m __ ( 0.3000°.: (- OJ895 % _ : : I , : i . . �-�e ma - .��s ,�.�__,_ = - .>a�--.ma,a..._.o.e._ . (+�0.0000% ��^-- --� g_ A...__,�._.. � �� � � � - -- -- , . __ _L__ . _- - - --._ . . _.._.._. .__.._._. _......._ ......_.. ...._.._. .._.._... _......._'._...._.. - _. _. i F- F- -� 20 � �❑ � �_: ' , ' r-r+-1 r+-1 - 1 -�,-; ' ' ' ' ' r;- � � -�-y ' H;1--r r- '-t - _ _ BRIDGE HYDRAULIC DAT A -•-i i i r 7 r i-- i - I i �- r i i I I i t i I I i�I _ rI i ��i • w i r- r7 i i•- i i�{�� - - - _ � I � - - i � _ 1- _- i � _I �. .. : -. _I- L -1 � I- � - t9 � c�" �- �� - - I _ i �7� ! N l HAR = F , , �. �_. , , � �--�1_� � _�_ _�l �_,_�__� _� _ �-•'--�. . � .�_; �-� �., �- �-- -1 • � �. .� . , . : �.. .�._ , �_ �. _� � , � ._� ' , . . . . . DES G D SC GE 950 C S -10 ,. . ` _� �__�. .. , � . , a ,- , ,_�. , _ , _�_�_�_ , _�_�_ � � � �__� . . ,. � _� �-� �_�1_,_ _ -10 - w . _: �- ; � � �w � w � uw �� � ��; � � _ � � � � w �� � ��. m `O _ ! j- w_, L _ _ -� i ; - -Lw�� - DESIGN FREOUENCY = 50 YRS � - - i-r-� -- 7 . --t'-i.--i-7 r r--i-i r -i-1 t-.r t-r-: i -t-t-. i r--Frri r-F-1 t--i.-'+ . . . . - r-'-i- i--r-i-r I- �. t- - �-r t-. `--r t- . - - r-r-1-`i- .7 �-. . ` �i_.__._i._. '.:.-i�i �- ' - - - :-. � --. -- - -- - - a a -- - - -- - - DESIGN HW ELEVATION = l9 FT . � 11 + 00 I�i i i i i i I i i i ii i i I i i � � i i i ii I i I i i - -- -- --- --- - - -- Z - - -- I�i- i i-l--I �- � I-� � a - � � I--i--I � I--i- - N N LI- �� ' 1- . I- � � , _ � ; , BASE DISCHARGE = 1200 CFS i i_i_ l i i i__i i ii i, i�L .i _i-i L� i: - i i �.. i i i i. i.i i i� L i i i i._i� i i�i ,_i_ w � S iu �i i i-i- i� i 1 i- i i i.�� _.�i i i il_ .. _i . i_l A FR N Y = l YR }��� �u� � w� � w+���� ��i �+��u_ :i i_i_ w. �� �+��: - m i i ��- �u�-� L +� ._�+� -i.+�� -_iw�.+ �__ B SE EQUE C � S -ZO , : ' -� - ' ; , �-' -.- ' - _- _ L '- L BASE HW ELEVATION = 2.3 FT III�r_��I i: i i 4 i �I I 4I i. � f i iI II -i i }I4�I__ i• i i - i i i . I i I '" OVERTOPPING DISCHARGE _�I700(f1 CFS L �I �11 1 I 1_I 1-�-� l- �� i L i-1� _ ll � i ,. -il �' � -� LI--�-��� 1j � . ...1.1 I_ I �LI !_I �. .._LL ��� I � I ..:_1 �I . . i� ��II� -- �I� � . i _ _ 1 ' _' I I� �- L _ - �- -� �-I- �-f- � I , ' �+�- � 1 l .11 � �� - �1 OVERTOPPlN6 FREOUENCY= �500(+) YRS } "_��- `'-'� �'-'� �'- � �_� �-'- �� �-; �-' � � L �___, �� � _ L �� -- OVERTOPPING ELEVATION = 5.32 FT _tr-._ 7-+--f-`i-i r _--F �-1 r1-`i 1-r ' f : i�-t-t- � i_ -i---F-r-i�_'_ F-r-i r �-- i f- i i . . . i _._ i_� _. i � _ i i L. -F`i- r-r1--r i- �. I- :_ � ��. - _ F`� . _ _�r`t`i :_ . -I =�- =�- I --I =� -�--,-E--- - - - -I � - - ��I-= � . . -1_ J _ I : � �. -1-1 1 �. ��. . I : � - 1-. .. L. _1-1-I �. . _.f _ L-I�. .. . �_L -I . .L_ J _ ._.L_ _.. .� . _ . � ._ _ i_- _ _ _ _ _ I : I _ I_ �. I-1_ L : 1=1 ; ... ._ __1_ L �.._. _ � _ -1-. . . ._i __ i, _ _ � L '__ L- ''L_I_ _I1 l_l_L_I l.I_,_L_I. l.I_,_I_I l. I _L_I . LI 1_I. .. L 1 1. I.. .l._ 1 L I l I.-L_I ..._I L I .._.I 1 I.. 1.1_ L I I.:. _L... ._I.. I. 1 -. 11 1_, . l.. L_LLI. I- LLL 1 . 11_.1_ I. 1 I. 1....1. I_I . I..... I_11_I1" "' 1_,_I.�1.. L L,_, _.�� 1_ _1�L -� ._1 I" I I I I� J_} � L : L . : . J � . L � : L : . . J -1 - _ �-, , i � - i - DATE OF SURVEY 03/08/l7 , , , ; r- . . . ' . , � -1-r1,1-1 r-: :`' ,-t i -__ti ' ' ' r-tr+-� -, - - .. i �i_ _ia �i :_i_._i i _i . u i i .i . u_i. . i _i _u_i. . � �i . ; _i .� � . ,. .i _i . i ._i. _i i . i_ i. ..i.�i . i ..i.�.i . i i . � �.i_. i_ i i _�,_.. i� i i_. i� i i. i _i : _ i i . i :_i._ i . i ._i._ i . i ._i.� i. i ._ . .-- i . ;_. s.i. i __._.- i _i . i�.{.. . i . i�.i : W 5 ELEVATION 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 AT DATE OF SURVEY =-�✓ FT 21+00 22+00 23+00 24+00 150 140 130 120 710 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 PERMIT DRAWING �� �' SHEET 4 OF 9 __.. , _ . --. � . . ._ . ._ � .__. , . , . . _ ._ . , , . .__ � . � �_ �� , i �, ; -��.�� �� _ � �� --• .___ , . . 1-!- . . }- . . � � -��- ---�-- �-�- � -�'-�-�-�-- i � _ '-. i� ���� �--: :��.. : � i i . _ . , . _. _ - - � . _ii--- a� �.N_i . .. .. . .. . _ � : . _ .__1 iL �.i}i_ �.I�; __1_ ii- _ _. .:. i i �_. .:� : `�._� . . .�. _ I�f1_1 . .__'�_ . . _ . :�-' � _' _ _. . :_T .: .. . . i__ . _ . ._i T"f"r`� . . r`F?_.. . 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L �. � . . .1.11-._ _. : . � _I . I__ , , . . . .: L.I-. I_ .. L.I-: U-I. . _I-._ ._I. ..: � . . . . I , . . . : . ._I_I-I-I . . I-I. . . . I .: . . I I I I . . . I . . I .- J I � � .U-.: 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 - C �� � � � � L �_ o ; ;;: u'��, �� �'��F C "e 0 N �O � � � � � • � � V � � O V NOTES: 5°T'sE��'1� ��II��°° �i ���� II--� (�'s'� I ' c�Iel�� � �^� iT���'�������,� �1T�' lI���II����`1y� BEA UF�RT CO U1�TY LOCATI011t: REPLACE BRIDGE N0.30. OVER CAMPBELL CREEK ON NC 33 TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING, A111D STRUCTURE PERMIT DRA WI1�GS: B UFFER IMPA CTS � + + r TO SR 1904 ' � - - � . . , ' � ' - '. (CYPRE55 SWAMP RD.) .. . _ - _ .� ; _ _ . ' _ . . _ i0 . . � v' . - PAMLICO COUNry LINE �-�_ __i. . _ - - -- - �y*,, ��NC 33 _ - �.� __ . , : ._. . . _ . ' .� ,,. __ , ... _. — � „_ . � ".. �.- , ' . �,,�'. � . .l , ' � _ . . -.- --� : _ ., � .. F;% - _ . , _ — � . �; : . � - . . .� - _ _ _ _ _ , _._ '=� `._ �,y y � ' _ - _ _ _ r ` __ _ _ _ _ .. -.�_ : ._". . ,�.., . _ _, ., _:' __ '_ '_ __ _ _ _- __. - .: � .. ✓.' :',X�..�, ` . � :�._ ._ .. . ;.. �.... __. , �.- _--.T._ .. ...., . :c.: . _. , . ..,.. '�' _ ._- ___ .'. --. - -'_ _ _ . _", .5 _ _ _— . �' • .-: � _:_.-. ' _ ___' - - n —_ � --'_ � x ' . ,. . .., . . ,_.... -� __.__ _._ _ .._ ..;_.,-�__ -' =..� - .—,,.� _..�.x—..-..�_..-._ ._: . ___ - _ � -,.L -�.:s-,. ' _ ., .: .-., _ . j a�_�. -�-..� -�__-_�& . �.: ^" _ - — - -_ — . 1 G' v __ _ _ _ - -_ _ � ^ z� _ . . . ,I � t �1 � .�.., ; :, . --�"` ' BEGIN TIP PRO ECT B-5620 �:. —L— POT STA 21 + 75.00 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. BNC��]P➢.�°ll']E 1�1L,�N� DO NOT USE FOR R/W ACOUISITION DOCUMENT NOT CONSIOERED FINAL UNLE55 ALL SIGNATURES COMPLETED Prepared in t/� Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �INTB HNTB NORTH CAROLINA, P G. ADT 2013 = 240 RaleighS1NorthkCarolinaS27609200 50 25 0 50 100 ADT 2033 = 480 Nc ��oe�se No: c-�5sa �o� ������ % s�o K= 10 % zatz srax�nnr� srEcrFrcnzioxs /a�° � `"�� PLANS LENGTH OF ROADWAY TIP PROJECT B-5620 = 0.155 MILES =� G D= 60 % DAVID W. BASS, PE srcNarunE: P� r, '� PROJEf.T ENGINEER ,o �— 50 25 0 50 100 T= 7 %* LENGTH OF STRUCTURE TIP PROIECT 8-5620 = 0.026 MILES RIGHT OF WAY DATE: � g ROADWAY DESIGN �� -' � " V= 55 MPH APRIL 10, 2017 ��� ��`�, PROFILE HORIZONTAL MONICA J. DUVAL ENGINEER \ ,��� � ) * TTST =2% DUAL 5% rHoltc'r DEsic.v excrxete �t� �o_—n�� ��� TOTAL LENGTH OF TIP PROJECT B-5620 = 0.181 MILES 10 5 0 10 20 FUNC CLASS = LETTING DATE: MAJOR COLLECTOR OCTOBER 4, 2017 PROFILE (VERTICAL) REGIONAL TIER HON F. YEUNG PE NCD07� CONIACT P�E' S7GNATU7tE: 0 � � - *NOTE: THERE ARE NO IMPACTS TO BUFFERS OUTSIDE OF THE �� WETLANDS ALONG THE TRIB.TO CAMPBELL CREEK, gUFFER IMPACTS THEREFORE BUFFER MITIGATION IS NOT REQUIRED. B2 Campbell Creek Impacts � ZONE 1 BUFFER IMPACTS = 1111 SF � ZONE 2 BUFFER IMPACTS = 664 SF �-Bz z� oti� ,/ Cqmpbell Creek Trib. Impacts �ez � oti ZONE 1 BUFFER IMPACTS = 2144 SF �`' � ZONE 2 BUFFER IMPACTS = 2810 SF i - , Toe - O - �: y \ . zoe 1 ' 1 ` �\�� � � � - � � � '�,,VIJ CARRO�L 1 - --- �'S2 PG 972 � � 26� - - -- �. -- - - - w, a s,a+aa.��mE �, - W C - � . , / d3�'GIN TdP PRO E�'T' 8-56?0 � L' � o� , ` �,, ;--'---e M �� �������� `"� - -L- POT ST.4 12+20.00 i__ t - � �_ -_1 � � j �.;����.��~i r:rr�F ,� s'-V _ _ � L � � C fiW � - , , � �-�<.. xi i - - - ' � ,��w4-- � �- - �, �_ _ f/ fy;��..f. - ��u� � i � � � _ - - _ - � � - .c-� F- --� 1Nb-�x,. - - - - _ ... � v Ta v 0 p O N + p O O ^ � . - " - _ - � !�-� : " � 5 47' 16' OO.Q` f � �, , — - �F�''� - - � w . o �8:1 GREU �Y`�- �: �...n � oaAl � Jl �e „ -_ �QP •. kw.,,�� rr_ 'e. 1 S -Yn;. .�- _ .. IF � - - LL _ � - i � �1 rr;,- � \ ... _ _ . � - - ` 1 � 1 1' . � ..: __-._ '. " - -15 T �/ M IN �� O�� ], 18' RCP-III �._. .. . .,��-' �' I i- N� � . -i - ___ \ _ . � I 5O� EOT� CL455 '8' RIP-RAP � - � � ITAPER RT_-�I _ e57.2 iONs I .,�___ ____ - EST.7 SYGf '� . � $ I � - _ � �- I JS-__-_ .. ._ _ _-Td8 -._...._- -- °o os rvs }o r g� rii cnHo��r�n, v.c. PROJECT REFERENCE NO. SHEET NO. �NTBHNt0. rio u.Bo E U ���� �oe9sN„N z, s �5620 4 ZONE 1 BUFFER IMPACTS = 1248 SF °�"" ZONE 2 BUFFER IMPACTS = 859 SF R�N SHEEf NO. PERMIT DRAWING ROADwAY DESIGN HYDRAUlICS � � ENGINEER ENGINEER rurekirrv �' ,_eZ Z�' N SHEET b OF 9 / Cl1RTA17J � / � � B= �—� END TIP PRO ECT B-5620 ��,S -L- POT STA 21 + 75. DO - -- is �rog nusrir� �� or�i�r,�:. �i F - D9 i33iFp a6� 1 , 2 - 1 - � i �i �/ � O DOCUMENT NOT CONSIDERED FINAL ` _ � Z6.75 eZ `/ ; UNLESS ALL SIGNATURES COMPLETED � INC. � �� 26J5' i. - ^ � , gl 2 , INC ro, N / _ - f.: � I.. _. _ . �. � '%/ ���.!'Cf11E � 1� L � I� � �, i 1'.'- � �, , � . -� .. - � �,o-. � ,� _ GREU TL-3i.� r-� � ��d �_. : � � - _ -- CF f AP � } � ., l _ - - .�..._M -�0- �� ..O � ^ NNii-1 41JN� _ � BL-2 - .t,.. _r � _ o � - .. _ _ Q O W � E � � CFW S 36'S6' 00.0' E � " . � �s� u � --iw � - ���� � I-" �� - FW 9 m � - i J:�_ l 1 0�1L -. S-1����'-�- 'd_ . . w� '. ; � . � � rv, _ J: 1 I - � 1 1 Y,f/rfA � - _ ---- -� N� 1 + - k y -- - TOd - __-_- _.__ —�` = I 1 . _. _ __i _ __ _ < ` - " .. . .. - Y _- .._ _ 1$ ._ BZ Z , mN SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT �� ,� 5 m" 64 S � / e� � � � � � ZONE 1 BUFFER IMPACTS = 134 SF j5 � � ZONE 2 BUFFER IMPACTS = 64 SF � ��� � \ �-� <r. 63 )� ZONE 1 BUFFER IMPACTS = 108 SF � ZONE 2 BUFFER IMPACTS = 10 SF 404 WETLANDS � � � i i � i i � i CAMA WEfLANDS _ . � , i i 1 . , �- _-- �-__ C � � 7qg �S ) -- _1 9 `� ti,9 O �ii ��9 \O� ! LEGENO � ALLOWABLE IMPACTS ZONE 1 ����� ALLOWABLE IMPACTS ZONE 2 _. _. _ . . ._. . . _ . _ . _ . _ ._ . r� ._ . __- : . . _ . _ _. . __, -._._ _._. _._ . _.. . _ . _ __. _ _ .. . _ . .. _ . . _._ _'_._. _ ;__ . _. _; _ . . _ - Tr "- T' - Tr-,T-�- T-��TF-��T '1T I- ;�T 1- T 1� r 1T� 1T�_ ;� �r�. T. .. �`_T�`, - Tr . -Tr. .�`TT -�Tr `TTr- ` � Tr - Tr-1-rT -" ��,T- 40 �,__ _ , ,� -- __ f � � , _. ,� ,-,- _ ,- --, -� ��- �-:-.� _ - -� -__ -� -_ - - _--_ ---- _ -- -- -- - _ _�_ -L�. . - ==--L` ; —Lr �i�-. �1�. .� �. .�i' sil-_ .���-. � � - L�.-- t�. ;�L .-�t� � ..1__�� . . , � - =_ t _- � �� I- r� .- r - r� . . ��T ��T �- T �� �_ =TT`- ��T_- �TT_�.-. � � � _ r� _- r� `Tr -Tr� - � `-rr - -__ �- _ - . BEGIN GRADE - - - - - -- - - _ _ - 3� - - -. _ -..-- - --:_ _ _L- STA 12+20.00 -. 1-- -- -- - - - - _ - � .,, . ,, . � ,, . , � , „ �. , ELEV. = 6.00 � --, -_i_ i__ i �- ' --- ---- --�� � END GRADE i �-r-, ' � '�- � � -, � � T--r � T--,r�r . . � i . � I . _ .. _ . . . . - i rr -L�- $TA 21 + 75.00 . �-_ _ � _ . ,_ �. . � - ; �_� _ _ _- — � � � ELEV. = 5.43 -- �� i _L� . .._ —L- � .�1 � .�1�_ .�1�-. �1�. .�: �: . � i :-_ �L �L__ �L�;- �i _ . �_ ��� .�—,_ —_ .�� i-,__ i�— _ .��—, , i7_ _ 20 , , T _ PI = 16+00.00 �[ � �_-I - �_' PI - 27+00.00 _ ; { - j EL = 6.00, PI - 19+10.00 r� _ r_ „ „T -;�r-� „T � �--r VC = 150, = i El = 6.93' r i EL = 5.43' � _- _-�� _�� �� �: - -- -- - i -- - - - -- - -- K = 500 - VC = 16S - , VC = 150' --- — - --- --- - -L�. . -- � �1� � �- `- �� K = 151 K = 190 -- —:- �7 -.--�7- . �7—:-_ -S -- - �, VC = 80 MPH+ WS EL.= -1.1' i - VC = 60 MPH VC = 71 MPH I : �� : -- - SURVEY 03-08-17 _ : ��— _ _ : --- - --__ -- ,-- - �-- -----� _ �+�0.0000% _ _ _ _ � �. . � ( 0.3000°� �- OJ895 % _ : : i . . .- -___ __m _- ___�e ma - ��s �.�__,. - - .>._,@_-.m.a_._..._..=.e._ . (+�0.0000% _'e^-- ^-._ g_ A...__,�._.. � I � �L� � �� � �? � - -- -- -. __ _L__._- - - --._ . _ ._.. . _ _. _. _ _ _. _._ __.. - _ �- �- -i 40 30 2� �� 0 � �_: ' , ' r-r+-1 r+-1 - 1 -�,-; ' ' ' ' r;- ^ � -�-y ' H;1--r r- '-t - _ _ BRIDGE HYDRAULIC DAT A -•-i i i r 7 ri-- i - i�- r i i I I i t i II i�I_rI i ��i•• wN m i r- r7 i i•- i i� -- -_ � I � -- i � _ I- _- i � _I �...: -. _I- L-1 � I-� - t9°' c" �_ � -- i ' i , _ � ! N l HAR = F , , �. i_. , , i i--i1_i i _i_ _il i _i_i__i _i _ i-•'--i. . i .i_; i-i i., i- '-- - '- • i i. .i . i , . i.. .i._ i i_ i. _i i , i ._i � , . . . . . -10 ,. � _� �__�. .. ., � . , a , + , �_�. , _ , _�_�_�_ , . _�_�_ l �_ . : . � �__� . :.,. � _� ; : �-� �_�1_,. DES G D SC GE 950 C S 10 - '�� -- - � � �w � w � w �� � ��; � � � � w �� � ��. m �o w - �;_ `��-' L - - _ -� i _:-- Lw� DESIGN FREOUENCY = 50 YRS - i-�--i -, _ _ -t-i--i-, r r -i-;� r -;--1 r-.r _ r- r-: ; r- r- �_ ;-rr,-;�_'_ r;-i r-i -+ , -;_ �r;-;-, I- r- :-, r- _-, r- ._ �r,-1--t ,-: .' �i_.__._i._. .-i�i i_. ' — — :—. �-_-:_. _...-- — — — a a — - - - - DESIGN HW ELEVATION = l9 FT 11 + 00 - �i i i i i i i i i ii i i i i � � i i i ii I i I �I i i - - - 1 � � � �� --r � • � _ _ �. . .; � ---I . ._.I-i= � N N LI- - �� ' 1- - ; ; . I-- �1 i '.. _ �. �. . :. BASE DISCHARGE = 1200 CFS LL i i_i_ l i i i__i i ii i, i�L .i _i-i i i i_ _ i i �.. i i i i. i.i i i� L i i i i._i� i i�i ,_i_ w � S iu �i i i-i- i� i 1 i- ;:_i ����-_ _�i i i ii_ .. i i_l A FR N Y = l YR }��� �u� � w� � w+���� ��i �+��u_ :i i_i_ w. �� �+��: - m i i ��- �u�-� L +� ._�+� -i.+�� -_iw�.+ �__ B SE EQUE C � S -ZO , : ' —� — � ; , �-, -_- ' , - _- _ L '- L BASE HW ELEVATION = 2.3 FT - • �, r�;- , i: i i - t i -,-II� I l I i. I �f i i -i iIL:_�'i __ i• i i '- i i i I .I I LLi _ OVERTOPPING DISCHARGE _�I700(f1 CFS . .�i= � `I=1� i i--1-1 1- �� 1 i-1� � 1-i � _l-1- �. _ _1-I � �. . _i �: .. .-1- -I �1-1-i_ . 1=1- .�� �-� �. . . . I- : .-1- I- , ;. .l-� ;. : i-1=: . � ;__;_ _ l � ,---' 1_� ,_ _� � � �_�� � . � � _ � ,_� _�. � , �_ �.. .�.� �__� � ��- �� �__� . _��_,_� �_�_ �__�� _ , _� l � � � _� , ,. � . ��� � l _ � �_ u . OVERTOPPlN6 FREOUENCY= �500(+! YRS � _ u�'�ii� _ - - _ _-i }�� �� � �� � �� �� , � � � �� �� �, � � � L � ,�� � i �� _ OVERTOPPING ELEVATION = 5.32 FT t!-._ 7-+--f-`i-i r_--F �-1 r1-`i 1-r ' f: i�-t-t- i_ -i---F-r-i�_'_ F-r-i r�-- i f- i i i__ i_� _ i � _ i i L.--F`i- r-r1--r i- �. I- :_-r �1=-__ _ F`� __�r`t`i . - =�- =� - =� -�--,-E--- - - - - _ ,� � . _,_� -� � � � ;� � �'_' � �._�-�, ''�__ �,� ._� � � � _._;_ _ ;� -' -:_ �-- ; - --- w_ ,�_ � ,--i . -__�_ � _: _' �- _ �- _� �. - � �- -- �- - �--�--�� � _,_,__� � �--�--� � �--,-� � . � _,__� ��--, _� _ � , , . � � _ , ,_ � � � -,__� _ _� ,_ � _ _� , � _ _��- ,_ � � . . _�_ . _, . � . , �l ,_: . ,_ �__,_�_� � ,_�_�_ , ,_�_1_ � . , � . , . . , � _, . � . _ �-,_�_�1- - ,--�_1. L � �� � ��� �-� � � � � �� �� � � � � � �_ � _, _ �-, , i � - i - DATE OF SURVEY 03/08/l7 , , , ; r- . . . ' . , � -1-r1,1-1 r-: :`' ,-t i -__ti ' ' ' r-tr+-� -, - - .. i �i_ _ia �i :_i_._i i _i . u i i .i . u_i. . i _i _u_i. . � �i . ; _i .� � . ,. .i _i . i ._i. _i i . i_ i. ..i.�i . i ..i.�.i . i i . � �.i_. i_ i i _�,_.. i� i i_. i� i i. i _i : _ i i . i :_i._ i . i ._i._ i . i ._i.� i. i ._ . .-- i . ;_. s.i. i __._.- i _i . i�.{.. . i . i�.i : W 5 ELEVATION 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 AT DATE OF SURVEY =-�✓ FT 21+00 22+00 23+00 24+00