Loading...
HomeMy WebLinkAbout20151048 Ver 1_Permit Drawings_20151006� P D O � � � 0 0 c 0 � d i w n c v 3 / N P C 3 0 � 0 O O� � � � � ti C� U w 0 � � � � U � � O U � � \ BEGIN T7P PRC -L- ST.9.70+50.00 � \ �°l[°�7l°IE �1F I�T�IEg'l[°�—[3[ �.�ll$�1L,gI�TA �������I�T �lF ]E�[��]E-�VVA�� GRAHAM CO U1�TY LOCATION: REPLACEMENT OP BRIDGE 1V0.107 ON MOU1VTAi1V CREEK IZD. (SR I2I4) OVER MOUNTAIN CREEK TYPE OF WORK: GRADING, PAVIIVG, TRAFFIC COIVTROL, DRAINAGE, fy STRUCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT /l� �� �!_ �� ' / // // i'� � �. Rp68 \S�,�l� �LL`/ /, j�s to� � `�.. � � ��' rr"„' \ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. � ...,, ..�,.c. � 17BP.14.R.9 ..... �.b ..�.p �� PERMIT DRAWING SHEET 1 OF 4 END TIP PROJECT 17BP.14.R.90 7_!�7'C,' S61 ilL9 [/Ll ,� f��^— � _ �J-� \ f'_ 1 � _ �_`.1'O o� 1` _ T�T � CONTACT.• JOSHUA B. DEYTON, P.E. NCDOT NIGHNAY DIVISION 14 l � 1NCOMPLETE PLANS m n'm u7a roa ai� n PRELIDllNARY PLANS ro nm i�ss �w m.m�mwu Pr�vref ln ve 0//!ce d: HIDIIAULICS ENG7NEER GRAPHIC SCAL�S DLSIGN DAT.9 PROJECT LENGTH WSP ADT 2008 = 840 F°• rh< o� xo� q $0 25 0 $0 lOO A'ORSH CAROLINA DEPARI'J(ERI' OF lRANSPONLIT/O.Y � ADT 2025 = 1680 ti� PLANS DHV = NA % LENGTH OF ROADWAY PROJECT 176P.14.R.90 = 0.085 MILE 1°��srasn.�xo sremr�eanoxs '� �o�� D = NA % °E LENGTH OF STRUCTURE PROJECT 176P.14.R.90 = 0.000 MILE sie.wn�xe: � '. 50 25 0 50 100 7 — b %� RIGHT OF I{'A1' DATG: � o V= MPH TOTAL LENGTH PROJECT 176P.14.R.90 = 0.085 MILE �_�_yXXy rxoiccr c.mm�ccx ROADII43Y DGSIGN ( ) ' TTST =NA DUAL NA Ex�i,vE�E7t PROFILE HORIZONTAL ��r o�, 5 2.5 0 5 10 FUNC CIASS = LETTINC DATE: JENNIFER L STARNES PE °R in�M� LOCAL �_�_�X rxa�ccr oesicr cccecr�a PROFILE �VERTICAL) SUB REGIONAL TIER "'� 5l4tiANkE �DENOTES IMPACTS IN SURfACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER I I I GR�+DE TO I I � `�� / I � I ��� ' �2G1 _-'' i I I � � I � ��/ < 0 /�v� i � /" / ' ��" � I I 5/� r I �i � L I I ! �1 "�� ��I T� I � E - iT � i i-� 1 -1 I� I i� 2,250 2,240 � 2,230I ' . , - I '-'� 1- ���.. �� � \L $.\ \ ", ' - - _� ,nF TO �� sea.+� ure�oi �� ortm srnio�so.o io-so SfE DEtpl�- B `��— - -- - - - - - 18" R� -IV � E%ISTING R/� �, //c�'. .. .. ... • •�, I � MTL ���' GA i �, V400DS I� I `1 I II r II IT I- I� J� I I I I I I I ll� � Y"Y � I T� T� I j � rTtC� � �I �� ��i � 1L L �. ~ u�_I � .1} �i� ��nl �� � ���� ' x I� - i �i-- �T �- -�r�.l '�� r- i�i .i-_ i i li� {�� � I �-�1��1� i i� 41 il �:ii . � i - i - i� �I � �� �r-��I i .I � . _i�i+ I�- i i� ii II i i .�� i �-N r i r i a 1 i I � N �VJ . . . '' ; a v�i IW�± CULVERT HYDRAULIC DATA om,� � OESI61IOISCHpRGE <250 CFS '� �"' '. OESIGN FREOUENCY = <2 � � YRS ' � d DESlGN MY ELEVATION �. _�2234A FT � �^ y BlSE OISCHMGE _ /200 CFS � 2 �� � BASE FRfWEIICV �. _ l00 � � YRS . m � . . BlSE MY ELEVATlO7! = 22362t3 Fr � - . O/ERTOPPING �DISCHPRGE = 230 �� � CFS . ) - Q/ERTOPPIIlG FREQUENCY= (2 � YRS �. r �. Q/ERTOPPl1lG;ELEVA7/0I7 = 22339 FT � ) . o.B9> 2220 I �� _II. �i � �I� ;. � � �. �l . ��� � � Exisrinc J I i � '—`T . , . . . . � � �. CRWIlO �, 2,210 ��-- 1�+�� EOXAPO W.FOA�A$ OLLiE 5. A��IAS OB NO PG 59 �i.(.i5 Co�OE 10 cusz e u= vco °{°' � E�, ,o„�-, Esr s,�F - r� �"'"i,��_ , � rccos sA��o,eo eese mrm srn �i-�s ro �a-eo see o«e�� c esr.sr x.�nr�c ss ecwt uresu v oncH 410+90 i0 11�]0 E �FlPlt A I.SY fSO.N= 30 «-e� iT .aros cU55 6 FlJ pep ESi.i011i=5 esr sf� = u �4"OS /- ': � e o "• � � v -"`"'.,.,.,�s`�"^ .xos LApRA P.LflEPEL�I':GER OB t09 PG 1B3 e,r.ess���.+r cortez Slw 10-9d i0 5!A 11=82 tll E�f:f55'.iAY GVrtER 5iA U i 08 i0 SLP 1l+9] 6Yi 9 O aWZ� /2�A�, 0 O o�, r.aecr vfFEPEncE e:o. snEn r izaelsB�Q 2 R'N SHEFi l:O. LOAO'IIAY OFSILII HYD>.4VIICS E GI`:FER GWLUFfR INCOMPLE E PLANS ro nm i's `oa i� nw�wmv PRELIMIN RY PLANS PERMIT DRAWING SHEET 2 OF 4 DETAIL A srecui utcvqi r ortcH o:-e " :_. ,.o. in ,,.-�,��,-P,„ vo�d-,A vao!e sra io � so ro srw u. so �- xr DETAII B SiECNL1ATE0.4l'V'DRCH a'.I � si _ fiO.N SiA 10+50 LO $LA 1019J -L- Li DETAIL C sru:owo� ¢ase ortcH n=�n zy: ;,o-Fir. u a e vao!e srn u+�a w sraia.eo -�- ar — �{ I �i II�I I� I�� ..� 2 l . I I�L L �... I � �I �� � � ,�L .��% ��.���� fl�' I I +r �4� `���I i i II� ;�' I �� 1 ii i i i -� . �.�_ I � �rTl N � I ri T . i �i _ -. � �._..� i I � I f. I-�' I_ a ,.� �� i � I� i i � U I I��I i�:i � � ���, I I rl I��I L i. ilTi. 1i n._ ii i � �._ i � ' ', .,.,. � ?:�- i_ � . ...... .r �� ,� ~ �� , ' ii F ��, i i � � I,�, I 2,360 � �:� i�� � <. ���r _ � . i�._.T T 1 �I ; ., — � L .� i -t ; L � Ii I � +i' '. w`' Irl ii '_i �r '�.- � ii i � j 4 i �� ii i� �.' .li ._.�...... � __ N ,I �I`�� i i i n� I I II r � il � i i - I r r� i_ i rF _� i �. �{ . W i-r r i i I-I i � i - i � 2,350 �i iii,f�ii��l I-i I i i r-�� �_III _ i�fi . �� _ .. � a � L:7 fi� i- i I 1- .4 7 '. -i I ��i � �i i i�� W T_ i i �.f i � i f � ... . � d I� ' Pi ro+�oo � � � � I r� i � i �� ��'' �� 2,340 EC 2227b4' - I ' � "' - I +i ' � li-r' '� L� I � I _ � � � I i ' �. � K� 5�I . - I�� GRCDE S E D . o j �:� � �'._l �T � 41�, � � I - �i� +.� � . OS 35 �J,IPH ', w� �' � � .' I .� �'1 I- I � I I I� , i � I, �� � _ i �-�-�� � i h� �I 1 1ii 12,330 . . .. . �+133250� . � �.. f y i � I ' I I�T �'�. �. .(+ 04% .. i�� iit I i�r r I�- I1 ��-I , �i � � ri �: h� � .. �+�nii32/ �.� � ' i � � � �+ I, 2,320 i� �i �i �-I i r� I �r�-- �I- ilii � . . . ... � I. - I - - {-'i� II T t . ��u EC �223257' EL-�22338 . �i� I���I �I.�1+1 u I-In I� ���,I i-I I ' -i i i i_ i ii i�_F�I � i�.i.��� I LL i i � 1-- I i �� I�. ��r+� i ' '� i-.I_ i I i I i-�i li � vc = aa vc sa � _, � , I �� i � I ,{, i 2,310 K 29 K 33 �� '� �Ii '� � Ir�� ii i i I i I i ? OS = 35 MPH � � OS = 25 MPH � � i ..� i I"I I� �. I I' i�' I I � i �-'n-r�r i i _ � � _ u � L� -I ' � I �I � } � i_: � �� � �� �_ i i a� �� - � � � r, � i � I 2,300 . NIN a � '� � ��,i. �' I � I . I �.. I 17+00 12+00 13+00 14+00 v �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER GgpDE TO ` �;. �i�rtil X"� 2�J / �T�t1T�# �2G� f — � ��� // \ j\ s=Ea.i ui<1Oi�v oncM S�E O iiSL g0 10�50 EOflPPp W.ADA45 OLUE S.nOAUS 09 �3o Pc Sa / � . .. .. . . .. �y�� S�A 1):li i0 1) ��E�J E o:r�i� c isr.n �.>n�::c>s> svEC�ei wrev..i �r oncn S�A 10+90 lO 11 t]0 SFF OFiAII A BLSY i5o�,�— 30 �: 5 � vps LnUfVA 0.GfiEBELO::GEH 03 203 FL iBJ E4Ff55"�AY GUIIEA 5iA 10-9d i0 SiA ll�6l t-li E�.iiESS'InY GUiiFR SiA 1] � 29 i0 SlT IA-92 LJt1 - � � � �� .i-� Ie��.���.- �,�� �� -�-i� ^i�.,..,�i i i� i�....1 �� :ii. ��i�l �-�,-r�i �ii1i i�;.,i i��-r- ;'. .,II I_L-i._. v O mw�n / Zs�, o ND o� Fxoi[ci sef�vence ��o. I SHeei no- VGINEFR F:GINEER ��NCOMPLE E PLANS xor esc rox i� nmvi�ma� 'RELiMIN RS' PLAN: m �m .� �...R..�. oert�� a $f E<ILL IAIF➢A1 V' ORCH I��ru s-'4 �.� o = lir �,�->,�y. , », a_ ��, iF0'A S1A10=40i0 AA➢f1U-t-Ri DETAIL B srecini wrEVni v� oncN n_„,..a � f: FRO�\ SiA.lOr50 10 S�A 10-9D {_ li o�rr�i c sw:oato euE oncn �.:_. p .. e. r r� ' u a rxo+� srwit�tero s*n.iz«eo�.-ar ' � h I11 r I 11: i I I i i¢ t� i_ i �. �I �.—i i� �. i-r �-rTs� (I _� I li I i. F I T i f . i ii i i i� i� .I� Ti J I.. _ 1 1 f � I� T� .� I � � �I II � �II �i �T���r`��� � i �� I �� � � � � ��� � � ' I � � �� �' iii ,I_I i i� .�ii i i I� �_� F_� �.�:_ l�-_ T � i�ir �� o i i� i� � �+ � F� I ��I li I_ �i i' i I t �� �i ` �I � ' i r, � T� a �_� � � T L_� � J � �'' 2,360 . ', ? > �I I' I �I� ���II � 'i . Q �,i ii 1.� ���i i�il li I��1 I li ii ITr i� '�I i � i i�I I i i��I�� , i � - I _" `I'I .i..i. I'I i I I i I I '. .. N -_ I� ii. i iil itl � . '. 2 250 —I , - . � � . ... > i, � i,-'� 1 r ;� CULVERT HYORAULIC DATA 0 2,240 — I -' � � � r �� DESIGN DlSCNPRCE - .<250 CFS "' o I - j - � i � � � DESIGN FREOUENLY = <2 YRS � d �' i OESIGN M,% ELEVA710N -�2234A FT � -' r I 1 I BlSE DISCHFRG£ = 1200 CFS �?`" T ..�'+ r '� � ' BASE FREGI/ENCY . _ l� YRS W� i 2,230 I� ��� � il i r i��- i i���� .� BlSE H,% ELEVA7/ON �� _�223628 FT � � J i�. ��,� I P/ERTOPPRIG 0/SCHN7GE = 230 � CFS - �� � — � � P/ERTOPPING FREWEIILY= <2 YRS �. � - � !. i ��� �� Q/ERTOPP/l!G ELEVAiIOII = 22339 FT � 2,220 L I r ' { �' . '. � I�� _� u � �, � j,_ I � � � i I� �, ex�sri�rc �: II�-rS+T _�T-frF -r� _�� i �. '� GRWIIO � 2�21� I 1� � Q� � I I I i �_�ii- -',� i .I�1 �L N ��I i iLl -�; � I�i-I-- i r�i_�IY-� I��I� I� II �' �- ITIi �� -I II ii i I I. �"I > TI r ' 1���_ �i i I_. #i� � I Il�il ` i .I � 1 � T'I I I_ o I I'�i i�tl I,I I� � � I{ �; �� ! 2.350 ^+ � I I+�- �� i T I i I i1Tl�l ' i I I i i I <o i . ' � I } i I �d � I ��� I���� ri�-�� � UP - ' �I� �i _-� iL i I � aw i i i I i�l � i �i '� . . ' '1 I - �-r���rr � i _i W�n �� i I i I '�-w roteocti c � 11 , �� � � � ' i 2,340 odEL 2227b4 il� �I ��i um i � ..'.�� �� itii � � � PROPoSED a � i � � � XC 53a , GRPDE W i �� � f �ti � I I�. i_ �I F � i��.� i � i� F I.i i l� I DS 35 MPH � . ' T _. � J I�- i I I n �� I I I 2,330 � . . , . . �li I� � ���� �. i i� �. ' �� � _ . 'I �I � (+137250% � � �I �+iF i� �.y ..i.. I Ili i i�..6i T i �� �,. (il 04% .. �. - — � � i i - � � �. .. � � � F �.� i T� r.� �'I i l . . H41132% '. , �� . � �.I�. � � � _ _ I. ' TI }� II , 0 i133. 2 32 5^/ i+l_.. �II I�I „y� i�I I��II i' rt_'-� i _i : . r i 1 � . � P/ = 72+1O.W � Pl = � 13+05Ltl . i � -� � i � � �T I � I I � �. , � , — � � EC =�22325P EL - 223389' I� i li _�I illi Ir ii ' li � Ir i� :I_ri����' ' �}-i �� � T I 2�3�0 F �, VC = 8d VC - 8(Y � H_ {� � �1 � i i'. i I� � I I I I I i I �11 � K- P9 �� K 33 � i I� r i LI _� i � o ? OS = 35 MPH '� OS = 25 I,IPH �'�' .� � i' I '�� �±i� �J �_� i Lii I i:I F I i i+ I-� I I .. ' o, , �' iii-��'i�T -I i iT�fr'i ��T�� rr�T�� _r � i I�� � I ' Qo p,� ' 2,300 F N i � i . .i " i �. �i i � G N i. . �� i I I 11+00------12+00 13+00 14+00 �' 0 > \ \ 1 10 sv[au ur[vu v oncn � `�:. s.sio.w.oio�vo �o\ see o�r<n e Q6GIN TIP PROJGCI' /7QPJJ.R.90 DETlilL A \1r ST�7.10+50.00 SiECl4l1AiVRl'V ORCH � I�: a __i ♦� 5, ��� _. � H.,,o. �r�. ����� �-,_- vs. •�..a ir er i1 ��t `% FFO'.1 SiA 10�90 i0 SIA 11130 {_ 0.I M 6a'JS'!I' 4 � zsco DETAIL 8 1 SiFC�AIUIF>N'V'DIICH SfECILLIAiGIl'V"pRCH `..' p:'e .. \StA10tSD10lla]0 � SFE DELNL A �Fsr.sr vs.n�= m T� f eaou srnm.soro nam«so�-ir DETAIL C sru+opeo ensE ortcn i �.:�., �-.,; :..o. ir�. u z e f0.0.N SlAli+15 LO SiAli�801-Ri 2,250 2,240 2,230 2,220 2,210 EO�IARD W.ADAMS OLL�E S.AOPIIS oa ieo ac ss 0 � re.nracrnNOmcn T�'� STA0�53 IO\\ ��� S1A61� \ yJOpS CV35 B FlP PAP � Hi.TO:li=] fSi.SYfF = � jY1\�Y . I _ .. . . . � .-._ .. . . � � i V � 1 � � s � I � - : I�, � � _ � I �r� ��.. i � I� T � # �, ._ I � a� .. I � ��� , � ��� { f �r� ���} . aN 1� � il 1, _ _ N� i i N a10 �, � �o �z UQ �11Wl- CULVERT NYDRAt/UC DArA om� . I T ; � OESlGII OISCHARGE . = C250 � CFS . � o � � OESIGN FREQUEflCY = (2 YRS � Q DESIGN M�% ELEVATION = 2234A FT �� .. II�� � BASE D15CHlRGE _ 1200 �. �CFS � � � ? BASE FREO(IEIICY � �= 100 YRS Wm i� �' BASE M.% ELEVATlO�! = 223628 � �FT � �-� � P/ERTOPPIN� �OISCHPf7GE = 230 � CFS � fl � I� � O/ERTOPPING��FREQUENCY= <2 � ��YRS � � ' � P/ERTOPPING ELEVATION = 22339 . fT o.89 . . I�I_ . � � . . � I {� I �. �, �. . �. �. EXlS71NG � zr � GRIXlfID � I �� il .. .. . . . . . + Pl 5/a 12+7279 o= 2a ar ssz rRn o = ssaooa L = 44178' r = 2zss3� R = 881.47' e = 004 OS = 30 AIPH 44ppF CIA$$ 0 iIP PAP esr. ro;�s=s ESi.STFF = li SiF`lpTeOPASFDIICH� ° ' sraiz-is.o iz.en p = 250'CO2'� iii.°sv'Nnnu:c=ss D = l2T19'262' L = 1966' T = 1009' R = 45A(Y /5 .pl GND 7fP PROJECT O6P.IJ.R90 w�P�s m -rr sr.�.rs+oo.00 Of0 `Eii� CQll.STR�iCT��ii � $Til���40,00 LAUftA A.GfVE6EL6):GER 08 208 PG ]B3 O -L- _ 8� �pD DETAIL D SINGLE BARREL CULVERT SKEWED LOW FLOW CHANNEL AND SILLS O S �-11R.-� � E<�l �E31� E14lt�f O f A !r�`:IIOIIS T W/�( l ft0� CNF:IEL R' 1 �S S OF AA F�VL IS Vpi1E5 B R. 52J'E' ssiru EEOn e�oi* G CO 'SfUC1I0 . �RE AAR3 U 5 5 JK! O SinO Il B! 1HE O�.FE4 5 3:EC1 i0 fL R C �IIIO`:5 Z�ary�SPTff(ES A�F 10 PE 10 R.�'.iOE,VSI 4� �li SEYIOAlRY R1:0 AlIRCMEO fil OOFFLS HIGM Slll 6S• ]�10? Of l0'// ftO�n $qtSP'Ji1F5 SHOVIO RT s cs .'eioisiru�'rvu���°M � Sfl EIFIAIp� OF YGH VLIPFSRFS O'F W' fYIL 2 �{. 5) V. OF S!LLCVHf2 �EIF 1 8f iHF � 5� 1 _ $ILLS Ai II:IET Al:D OURFf —" < ° oa e � V e� p� a� o C �, fWl VIFN � . .. ... � .� � ; � � a �i -DR- N w 'o v.w men r;o. owav oesieH Hrovewc E�.GIi\FE2 FI.GINFFR a � w � � � `� t - I . . . . N � Q . � . 'i � ; I I . . � � > .1- . ._ . � w�. w� ' .-''I ' .. ,., i',. i , . W I- ', o 0 0 - . . �, . .. �. - �� —_ I� _ . . . �� �. . I .. . ; . . . F . , , L . � p + . � 1I . .. �� i . . W�n i-� �� Wop�W� . . . I i�. � Q . .. Pi = �o+ro.00 �r ,+Jl� � � a , f t � ti � � � 2,250 � EL = 2227b4' I I � , PROPOSED � � � _ I � �� I I i �' � _. � � . � � .�C- � , . o i � i � � . � a i c� + ._-58d . � �� GRAOE �� w i f. — I i r L w o Q�° 7... ..EL�= P23B�, OS = 35 AIPH . .. . . . . �{. _ � �'.. , . . m i �. W i 9� . � . ` 1 II; {i�' EL -�2,235�, 2,240 . . . . � 50% . . . . I . . . i . . � pl - l0+l9� + i . �I �I I � � _� i . . wjo � I CIN J � ' �w � o� a aw °m � .. V�. • l.ti SP/NE SE('� f,ll AlE RCQ( OF � �. I I h � ��'� . + B Z B CH I �� I 1_ . �O Z . A 24 I'!CH OIXIB(£ NlPLE Tfl£P �� ' z- w 35_.d'[EF! OF -L- 5lAI3+59.P ' . uF . . £(£Y 223505�.. .. . . ... I m�n . �Q+�O ��+0� . (+13 04% (+)372 . ,�{-i�-. I I i i I � � . � i � � EC = 2234.47' 2% �. � . . . - � �� y � . � PI l0+l4.00 � �+�qJl3 , r � T i, . . (+123.4/39% EL = 223382' 2,230 } . ! J2.0498% (+1220090%. � ' � { `I I �. �I I �� � I�� i . . . . (+14.OP�% . Pl= 1Oi08A8 � � � � � ' ' � � EL = 2233.62" . . Pl 12+f0.00 Pl-�13+05.00 .. � :' � '-� . . . . EL = 223257' EL = 2233d4' � i . i t�°- �-i � � - � 2,220 vc aa vc = sa K 29 � .K = 33 �,{ I' i: ' ' �= u .,.I '. . � OS 35 l.IPH � OS = 25 LfPN - � I I�'. r �" '� JT I i I � ,I . . n . � . . ... . f � f �.. I . � � � �f � il�� I' III I �.. . ,� I, � � T T. 2,210 N - � 'I ii ���� ' 1 � i � i _, i I -� � i -� {. i� i{�iii I ii i.�i.� i 7-I� ,. o ��I..i I �' �. � y �� I i _ . I . � . �- i -i a � _ i� J� i � I FI =r i = T�� iT ��T L�I � II a �'� � � I I' ��i � 1 �'t � - I T�T f-LT � ZL I ,�I� � � I I �' _+I .i_ ' __.i ..I,� ' _i� �n I._ � _ _ � _ . .� ' � ���..� ' , � I . ' I . � � � � � .. � . � , . . . ,� � � 12+00 13+00 14+00 15+00 �Q+�� ��+00� �. 13lYJS O1 lONI , �3NNVHj��13�1f10 si �e�� b � � I:CI1tlAtlJ% 'r � ��l � � �`! � �, �31tlB5 01 to'U I 131JNVH� rlVNa31Nl la3Alfl5 . � I �al���� i li ,S� :.'��{ y b I _ / ' �� D! _ � I �! ROI1tlAtlJ%3 ' � 1.:..11\\/J 11J'f�.� ' . � I . 1]lYDS 0110;11� 11� 35t IJ� Iv�ld�3 . I o�v3eiz� �oo ��aa�ooti ' �3NNVH� 13�N1 �I� '� � s_�r�e—�1� I e � /�.ALLtlAYJ%�-- �.� - i � / �9P 390R0 f0 3JVf 50 V:OYf'If 9l[ �� t81�d1 1101U35J O31!VC Ulrv3J '1 � ooix s'v�v�iiou i°k� 3O 9'16 I 199f1< �, vaeezz �n.o CCC9{L YvMwl.� ✓dJl 319V1 3�NWMOjN3d I �i 3�'sa io 3�ri n nwj. .�e �91�61 l:OLLJE' b'9[ZL B[9tit Z'9[tL !9C[L 9SflL U35p3JyJ £iiZl IB'IELC 5'ItLL CLCLZ BY[2L 9:flStia I ti9[z[ BL9CxL SS[zi CSCLL SIQL M@YN C0005 a�M� •✓OS ✓.SL '�bl u�vrwn+ �� 1007N . . .. _"_ '..__"' .. ,oQi ,oi a ,oi ,00i - -- ----- _._ --- --- - ----- - - � __...___ . _._. _..... - _ ADDITIONAL INFORMATION AND COMPUTATIONS SrtE DATA ; o�a�s� n.ro ___z,9_so r_______ sa.�e __.______rro-a:1;vi ic. oyao AiaP : o [mu etue uott[ _______ ......... � p�� gm'� _ LIIILf ip _55[E_ __ CMmNer .____- IJW lTP!':W$_ 4 fEXA a _ ___ ___ _ _ ____ .... .. � 4A lW9 SI59 : ___� ......._ j Sbmm CbxnfimFan I�h osTmW, NyM1 4a�n�WOHq elq .- __ _GTr j `. _ ____ _ .... ... . .... p� 36B �DG) 615 di�Y.Y E00 6�� � Ia20' 8 P��9ER FLQGF O`1 TIVBER JOiSTS � "� .._._rn. _ _ __._. _ _ __ .._. ..... ..... ......... : Da�a on EI.Yny SrvWre . _ ' ........ _ ___ __ . . U��= ]9E (ON = 839 Ea ry.Y 850 dsl : : ......_..._-_m__-_.__...__.__...._.._ ........................................_........_.........._ ; R-brisPMVM1aL lan.X_Modemle.____H9b__.__ . d Q� O9 IoN !� �(UY �� �I � pao on S�vcbres U nd Do�.n. Strean. N9 0]CUP 5'.y�F, 9ePFfL OA SP IZIV _______ ' � I� ___.... .._..... ......... _...._. _....... . P o _____ 6 _ . . . . O„� 5I5 �Ne" 1]M ds �S�Y 12W ds� ' Ip512 OPRREL �LLIPSE QP 9'H_X_5i_�4 SR_1214_ : � Ca vn.` - _- __ ..__. ..... _ .... ..... __ - _ -__ __ _ _ _ _ � I91 �ON 1610 dr (UY 1 fN drl ........ .... .. _ _ _f1/A _ _ __ _ Pmed al P.e�wds I /p ' _ ___ . . ..... . . __ _ . Go9e Ao1w N . _ _._ _ I __ _-0n n On Q�= 1130 ah ' :1 R __ ..._ _. -__- ___ Nu.. D'aaAaB _ __ ._ 11/A.. I� Oax. _. ._..1!/,A,__._.._ FrM�vrcY .. N/A.__... ___ ___ ____ .._c ... ..... _ ' FU'A Ql W USEO IOl RHA NqC¢ O`RT ' �- ----- - ' "'--- ', His�o�kal Flood In(o�malion. NOTE RPEA RESUENT H45 kEVER 5 F1l IL OYERiO°PED o _ _____ P �ud ol a R _...._ pa� 1:85 E� 1223J h.F I f q. qi $w 1 CHRLE HALL AREA HE4lP IIIKmn edge __ _yn. :� - _" _ __ __ ...__ -- - - -..-_- ---- Dalo .. fl ____hEA f P ad 1 : _ _ _ _ _._.. ....... q _)c Sw __ _ _ _ _ _ _ __ _ Krw kd9 . fEl A FL0�5 USED FOF FF� A UWEL 0, LY ; 100 YR o CIX2RECTEO PS 19 IB 4 ""'-' nT- = Sb . ..... -_ _ ._.__ __ . ..... . ..... . EL 22]1.81 '� Nb.nbeMY Flri ... A.6armulWO�crSudaaeFJ _ �.__ . ___ A $ ... -' ----- '----- '--'- "... .... Ab�mn9s� IeNOB.0�.4❑ CM 10.045 GI�05114VEY ' � E%�Si4 G CP !::G dAEd 3Z 5 S0.`i ' _ RigM09 00_'],01 Ob•aned Fmm '_ _ _____ _____ . .... .... NaFErc�aod�erenl PROPOSEO OPEIi1G APE/ 29 50.'T { Fl�d SYEyRlahn U IiCD OETAL RS (02/18/209W _ fi�ah hNi 1'ES _ ; _ _ - . - - -' - -- - - - '--- -- ".... .... ' flood Shdr 100 �v D:ulwrae �924 d a : wS EI�v.NmFM coc6mem'243 3h. Nu.[,rc� m�A�rsn�293 3ry. � Te � EiI'reiSbEOn 196R.65 � nFS.G+ Ga� na�vvitvaovES Ex�si� c LEVEt oF 5[rtvK[ OESIGN DATA ' _ ' _ _ __ ___ "' "_ i $ • H�dmfog�ml IM�nad _ S�i 2009 SS9 A USGS R44e� p((qFSS9 VFEU4 Eli .... j{ _ ____ ....__.. ____ _ __ -__ ._- ` F @4CxG0.L_ [U4VEqJ r TH JI�7fy�.ApT[FiAI IIRllYF_A q�EPoA4 C0151$jS OF 1 ATERIpL_ jp4T_IS_ Nydm�fx Oesg M Ihcd. __NEVRAS \EAS.011 410 / SF ]10'_0) NOJ.ITLI CpEEK 59219 PqJ .__ q� .. � Deu � Tol O�� _4_2 h. Ov _5.5 F. �_5.8_.h.O.x LP .F.: Q� L.B...A. . d �XCAVATE� fflQ!! lhE SIAF�bS BEO AT iHF_PROJE[1 SI�E 011 I`:(' CIµY fli [0:1$1P� Ilq!!,_ �p %� 1930� 21 U4TW[ ! AiFRIp{ I$ �qQJ��i.7q pPPP4VA1 HY_IhE EI EER Al:q IyY gE SIIQI�Ci TO __ • k�C..+.4 .. o.neC.rtd �'1' iF.� S�� E l�M Icl�il M O KW 1� tl��U M1e 11 lie 6.' �x-vt� . �vl FEA�ii CO:qIT�p)$ __ ____ I"1 i � i .__- . __- ___- _ — .. _ _ . %r IZ'%S'RC9C ��� a _ - ___ ___ .___ . . __ _ _ _ ..._ ____ ».r -- _ -- --- °�� HEC—RAS � a ,A,. � - «e,. MODEL = — o � — — - .. .. IsofloN �R� Requ..rdi _�01.!OAIYPE_?B____ N ._ ___ _ _ '" """ .. am<i vei n rvJ ...... 3 z 1P �. rmi i eneMei v.,�,i nd _. v.s ....tv. � --- ---- -- �� -�-- -��� a os cu�vEar rnc o os sw� isao z Reqv�ed OvielPmMwn . CL IR�P PAP_. � ... ... .._ 4 --- --- --- " " "' INFORh1ATION TO BESHOY/N ON PWJS � \YS ELT 4en � b 5� � 19418d ti _ - - o�,.�, o.��,< <zso �,. f,� � « , �, z:��o __ h a . --- - - - ". ... ... ... 1100 100 223618 Bae Hood: D.ulwr9e. fr. B¢9 ^ry ..... 1' FI .._ ._l� __- _-_ __ -__- ._ ._ ]30 E� 2]3J9 �� '[ �` O Mopp:�g. G5 ga d.s, req ercy ..... ) ".65iP([ C< E[il{�ql' � . bS lt! N 1 N !J N N � W A (Nb I I o �_ o 0 0 I �+ i b � I I w�. � ox<mb . i � �'. ��n nr� j I \ 'o II �� II II u i i \ mU1WQhtO � , I l r,,o :F a\ � �o 1 i. � \ 2 � -. .N-i �� �° + `� oxcrn� Om I N, � III n � ll � < I ��b�ON* ITI ` ' � �N� N r"'i l / < ���' / i J° � I � � � I � �, i D ��i - I ` .i . r �il Il.�. I o I �. . O \ I z 1 I � I - ' 7- --a yox�m� �:.w l oS� VI'. �ih� 0 I`•���` ����m� I� , II II II W � � � . � x �WRNO � .., �y � ���o D �� _ �o \ . I ~ ��'�� , 1 �\1 ' jl A N _ � � I _I_ . .� � I �.� i o I' I Y o 1' - �II � i - --- -- __.. - -....1_... CULVERT SURVEY & HYDRAULIC DESIGN REPORT �N N. C. �EPARiAIEM OF TRANSPORIAiION DMSION OF HIGHWAYS HYDPAULICS ONR YGIEIGH, N. C. Na SF 3i010]__ Pm;etlNo. _._ I/HI',Ii.F.90____ p�, Swfon ,12+,66.5,9,__.____ y GRdHA�.I Sneam__ 1101.S1iE J CFEEK Sm� No.2700i - iR-1714 S4 12V SI�EfIIFR05 Sfl 1289 lGghn �A'.QIMRlUI_CRFEK_Rp_ EeM�n _ CFCEK_PD, oM..._.CNEF11 CRECF RO _ ____ ecomreMd Aivc�m ______ 4 X 4 RCBC�'rl/ SLL$, Al:O BAFFLES ________ . ._..___- _- _ ___ . ... narcneMed �KMM1 I R d+ � __�0 � DiH 3 SHOUI�ER L __ _ I 1' c«�.d�d �r ��� N�.,,) so-�m r.a� E.uire c,mH�s. ... __ _..' ____. faxfde Iier ❑ Reg':onall"c+ ❑ Sv6Pegbrcli 0 &mF k k�� _____ B!A•18 SP(E I`I qODT_OF I9 pOPIRN_TP E N 619]21 E Si6868 ____ fl 223i 0_ h. Uom IIAV�.06 .., mpomryCmisc9__ II/A SiAG 0_CO.SiFOCi10'1 ..._ ��5�` . . �� � � �� ,,� . , . 1 � j „� t r � . � : - . . , a,��� � %.' . . :II '. � U` i ! t I�. .� � l '�1 � ' � !:i� , _: _; �r` _ Y '� °' ' �'� °� :� `,�,. � f uP 9-2-i9 . :.o•°O ca9o' �sy tl b _NOLLV CHR STE!'BIIRY EI _. pP�H .<<��! � �� 1?'. Is N bi __ ____ _ _ $EA�> 1 _ '� e� -�___ a �a aass �ari aE �WSP �h"/'C%^i �G� __�)eEl ��ert..WS _ �k-�`�`� F ° ll