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20151055 Ver 1_Permit Drawings_20151012
� � a � � a a � ¢ a N U 5 0 � 0 r x m 0 0 m ¢ a m � 00 ai � � � ti � U w � �1 � � � V �j� �\ O V 1 �°][°A7[°l� �1F I�T�]E87[°IE�� ��ll$�1L�I�IA ���V��I[�I�T �1F ]E���I���VA�Y� GRAHAM C� U1�TY LOCATIOIV: REPLACEMEPIT OF BRIDGE 1V0. 49 ON BEECH CREEIC RD. (SR 1223) OVER BEECH CREEIC TYPE OF 6vORIC: GRADIIVG, PAVING, TRAFFIC COI�ITROL, DRA7IVAGE, F� STRUCTURES WETLANIJ AND SURFACC WA`fLR IMf'ACTS PERMI'I' I 1 � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. CONTACT: JOSNUA B. DEYTON, P.E. NCDOT HIGHIS'AI' DI['ISION 14 •C• 17BP.14.R.89 1 % PERMIT DRAWING SHEET 1 OF 5 0 INCOAIPLETE PLANS ' Na R/f ACOYL9i10Y PRELIDfINARY PLANS tox m srxvrnu� Preporesi ln IM 0//lce W: N3 DILI DLICS ENGLYEER GRAPNIC SCALES DESIGN DATA PROJECT LENGTH WSP ADT 2010 = 570 ro, rh= SO 2$ O SO lOO �\'ORPH CAROLf.\'A DEPARLIIENJ OF TNiLYSPORTASfO\' p� N�� N ADT 2025 = 1140 ,�e ��� ion sre,voenu srrnrrci�roxs ♦ o PLANS DHV = NA % �ENGTH OF ROADWAY PROJECT 776P.74.R.89 = 0.047 MILE t �� y D= NA % 0.008 MILE smcimac� � '. 50 25 0 50 100 7- 6 �* LENGTH OF STRUCTURE PROJECT VBP.14.R.89 - RIGHT DI% Ilil}' UATE: : e OA55 P/dLE rxoiccr t.�'ctrrrrs ROADII'AP DESfGN A V= MPH TOTAL LENGTH PROJECT 176P.14.R.89 - XX-XX-XXXX r;n�c��vecR �e 4` PROFlLE (HORIZONTAL) + 7TST =NA DUAL NA �rop e�o 70 5 0 ID 20 FUNC CLA55 = LETTLYG DATE: JENNIFER L STARNES, PE T��M LOCAL �_�_�yx rRO/EC� acs�cx c��ci.�ccx PROFILE (VERTICAL� SU6 REGIONAL TIER P�`� 5I4\{RRL z 0 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER /L � ra oz �= X_ � /�` 0 � � �d' CMP � RETAIN iiin o. oak 1 59 CG tsa scv.oi,.o -� oiren SIA 10-65 10 sia n:uo -oer-er .ee o¢i;;� o P61v- CV55 6 f!= — - E� � _ � " _ �� _ - - - n U .p� �- ���X `� ' k� 1� '__ 1, / . . T �L J �, _ _ ✓.` . ,v Z� .'a�✓Zir F T6 �.��G�� \ � .. `��'��� ?�-. ' 026 �� —t �'�o ( � �°�'1a =� o �='� _TXQ ` 15' RCP- �a - �- ����"�9� '- `�ER , , \ j- � y°p'-<e ` c \ �\. �r --r� sz � — -��_ — - � I[5� < �: . r �; � � ��i�' PIS�U=E c�<ss e ro •_ FSI IJ:lS=] ) � v � 3ilOi�Sn51 �� seuvoo-rc —FZ PdO1ER AF�ECEdGF NO. I7BPJ4R.89 A':I SHFFf tt0. SHfEf t:0. FuGINff0. PL�NS �.� -- — `�E�E�F �� PERMIT DRAWING ' ` � �`��a SHEET 2 OF 5 \x..� ' P.. _ `T' � o . . j n �"' K - � -K= � r q � � _ ' "� `(i�i Ex0 CCNSTRUCTKW ��-e� i f .. ` fi pe -0.`! SiAM��OW 1 F ���'jF� �S X � � � 3V'i. K S�AIJ�61E9 (yVO �,00 � � \ ��:, � �� 5` l' � �� r.' `. rcre. �[ o� �s c v C��'�l�`'e'S f�v vnDnr El esn�u•s:n "�4� i-4.�� lowti I i �-i o r:or ir: Fs�. g'S \ � :. ,� —�s ,e /t f�' �7 � � I f -�!' . ��� �p0 ? �-'=111 > �'+ � \ ti� i ♦ �L1 _J__L`� � ��o�` �_. �L- _ � s'�'- ncia rr .� � �Ll� ��' l=��V.��p � - i �' i, r 1 ; s = ,,r L �c��n eucHe��e;� • � I \- L^c. `•ro ie h '� �� SH£flPl REY , E` �^ I�`I t J"cPRY P. J0:�5 � P � �9 `� 1Z p "� �.c � ^� ``�\� oa zo vc sue ,:: '..'_ `_ `' z�i, �ry��yr r v � � � \5 U� \ \ � � 1Ff01 SiAll ]J i0 SiAll?]9 -1 lT 1\LLL E � � � � \C `.f . (\ \ 31 . 9� l 10 L a`� °ie\ � � DETAIL B qTE ' �. ��� � � . '''v� '- s curoRCn *�T XN` mro :\ .,�o � \'\ �\�=v :�. . � � � � � � � _ _ _ �` _� "- a. \\',}��'rE�a.�'rf� i%.�.9 c _� p . _ �� r /i\ .'<1—� �a r a�is�.. - ic�a�\ „o H /%/� c `rra \ � s rco!n sraio«3aro sran.00-i-ar < {� �_ G _ �� ,h `f �'� / � _ . DETAIL C � � `� � J � DETAIL D ciP env n� e.`eu:��e��r �'i� 1'I/1'7 �$� s�fciuurcai_roncn � i � � r ' . 1jpo� \\ ��� ,,:.��-_,. �,�:,_,°'-e':; vxon� sra io«az�ioasrw io-cs -nn- ar vcam srwio.esro sran=oa-orr-xr . . . . .-,-- , �. ; __.. . , ., , . . ...... . ... . . . �. . . . . �� , � � .. . . :�I � .. �.i�� � �. . . .. , � . . ! . . . . . . . i � . � i .- . . . I ,. . . i : i � �,i-� {r'-1 ' � i . .. I I i li iiii i i I �lil � I. I ._ . I I � � I 'L' �� �` '�i�� I' i _Y_ �i � � � � I �+ � �—r _ �4- . �� � I I I I I_ , ��1� � -- I�I r I I � I i� i I ��. i ��� I � � i � i��i�, � �I � `��1'�, -r���s ... . ��.. . . � � l�� � �t� , � �, : � �. . . . �. I I �I I� �` � , r � �',-�� ' � �'- � ' ��F� 2,360 2,350 2,340 2,330 2,320 � �� ' T� �r, � �"' � I � m -1_ _'i' PI - lI��AO EL = 2,33099' VC = AY X - 46 OS = 401APH EXISiIIIG GRWND 2,370 BU '2: 'B lSCN SF/(f $EI lN BASE CF z� evai u�vtF rFee �ro.a��i[Fr c� -r srnivauo 2,300 eicv, z�wsa . . --------------------- 10+00 � � � t - � � �: ���'� �' �� ; i� � � . �-� � � � r i Itr -r � i � _�I � . ., �� I I I i �: ; i i _ i rFLr � �r v �� �I �1 I r i. + I Ti � i i - � i : i T� � I I i � � I, I , � - ' I�, �� ��1=- I I °� I -1 � II-I I I - I� j i � ��- i �� i IL��� ��� I � I � f� I I I � I I i I n � � � l� i � �,��' �+j , i � I � �� � ' �I� '? ' 2,360 �� P� �z+so.00 o , H' TfTI' III F i i lI�� �_ . �,Tr f� 11- � t� � 4i- � � 4 �� , i OS z2�lPH �d ' . ._i� '._'�.�I' �, J� I i{ I-�_�. .� i �I�� �FI �i y � ... EL = 2.334b1' o � i I I i i i , i i i i i- � i _ � 2,350 _ xr L i " �' � ' � . i�i : I I I �' I � PROPoSEO � � � � � PROPOSED Q i �� . � �� . � - GRADE � I ' � . � I I il-�ir__ GRPOE _„mY• 11+00 12+00 13+00 BRIDGE HYDRAULIC DATA OESIGN OISCHARGE = 700 CFS DE57GN FREQUEIJCY = 25 YRS DESIGN MY ELEVATION .= 23330 FT BASE 0/SCHCRGE _ !0� CFS BlSE FREWEh'CY = l� YRS BASE N,Y ELEVATIOI! = 233929 fT P/ERTOPPl1JG OISCHARGE = J1800 CFS PlER70PP11lG FREOUEIJCY= )SG17 YRS G✓ER70PPlNG ELEVAiION = 233B9 FT DATE OF SUR✓EY = ����3��3 ws.Ettvarror+ AT�DATE OF SUR✓EY = 2j262 FT BASE FEdlA OISCHARGE - ��� CFS BASE FEMA FREOUENCY = �� YRS BASE FEAIA MN . �� = 233614 FT ELEVATION . 14+00 �I,� �� ��—i� i i ���r i � ��. 1+)3A �3� �r � �, :P� � 2,340 , '�, I �� � . �, �� � (Nq9 . I I �f ; I ���'. � ,. EXISTRI( - GROUNO � ��i I.�..rtr ' T I 10+00 2,330 2,320 ' ' �4� �' 2,310 i-'= IF � �T i �T I - li � 2,300 11+00 � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �Yn B. O iR I 5� �G� �59 r oR�o r mro� sr:, u��.����Er-�v '/Of[� . _ $iF D�IL'i_ D . . P151W£ . � 'V559`iHO: . Hllol:_=3p� . P�SI �E SY FF=`! (�:1 CIASS 6 flp peP = pEl�!i_F t5i0'I5Y51 . 0.%l.(�C ' F F-[ �z� ----_�_ - ����x<<— - e., _- r- «_`o � -� r x= .,:-,,:5` °-<. '. ,'. . f�^.,^�.�,.,:�^`.:.\. .,�� . �E/ °� - -_ - - _ —E— - -L ; � `Q � -- _ _� . � ,xsz�,' , o 'a i ,��..�l� _ �T � �� 'O� OL /�.Q 82� �I X X X r _ n- �.pl r.� �� k� - - Ij. _ .' .. IJ`1��� ^ � J� __ }� N> —�Ci�� .��Ll�� ,--� -� � _ JSR�� ��_:.� �,�� ��'i. \ IS � �.\ � 1 \ 4, = 6 'T12 n ��i � FEInU� [ � .v V Op r �.��� T F.r� G�X \ � . — �y I n N _ E _ � J`��� o \ � � fSO1FR FEFEhEe:<E NQ SHEEi NO- I7BPJ4R.89 4 ew meer r:o. :OPD'.IAY �ESIG.I HIOiAUlICS EI:GIRfFR ENGINEER INWMPLE E PLANS _ s E�M..� � � � i _� \ 'lJ � �ll e ��.IZT� F FQ 7Ci � .. � 1 1 _��l�l � �ic � if�if��.� \ f `� � ` ` �� r ` � .. / \ �J �1[ �r� �- ��—"y 7J/\v ...��f/ '/�� f�� >� . � �<V ��O J h� �L_ �\�I \�"�/i�� � .. >��(� °� —dl ��\` o � �� �7�` o � � �:;.13� 15 RCP 1V `� \�r,t`:!� � �� '1� �� �t ' . w 18' CMP-,ty1 —�. LYe ri�\�R`C� -�_ C����f�s_ I �z /-:/ �-'� 1 0 Y �\' (,i<'x< — .. F—e�.-: RLTAII�I �� cR_ �"'Y�F� .,. TI3f �.. c �. IS7 " . ,F R � � � 1* _ 0 SI i0�, 7C� I � eiu�%' � . - V7/Y! . � �'' �6?> 1—�iJ' E � . �F u' � ���65 s:� � �. �':. � � I�. `�\, r. . . . . .. . . . ..... � n i . . ... .. .�i � .. � 0 . � � � . � . . . . � - i i�. E, . .. . .. . i i d ... . � J LJf�I 1 I . I� - I �T �T��I I.' _� .� �� I� I I � I I I � I��.i LI F I.�. m II+ ..��I I i � P I I I i I � i i-�� 9 I�I�i� i III �. � .. . ^ . . . . p I ��I f ILI {�1L I� . r�� I�I �. ° -, �� I _,I. � � i i r c— I r'."��I�.._' � --i:�II � ��. I. P h� N Li i I._ _�� I�rl ' , r � ii i s ,.�I . ��.� �i � > r,� ���� �� '� �r�I��i r� I�'�. �� �I a �Z W 1 i � { i r� � o' 2�36� i.�_.��� I�I � N N W � �� �Tt � ii � o � ��'�i N Pl - IH�Ap � � P/ /2+50.0.7 o I I I I IJ�i i�i� I i N VC =�3094' � W VC = 20'34b1' v� � ��. i ��� � � � � �I I i . . . > X-A6 W W� E 2,350 ��i � ��� I � I�TI W OS = 40MPH � o OS 2�251.IPH � d . W c� vi ° i�r�L W� �� � N a i � �" I * � o� PROPOSED W i i' i � �o md �d 2,340 ' I I I� �I I I �, �� = N m N� GRPOE _� c� i o i / i"� �! . W!� m i W i �+I6i00� 2,330 - �F� �± m �+�a.4�� �+i2Aa55z �+�z.aasei ?1 � -� i . � . � � I,��.. I_ 2,320 Exisrinc � t � �L cROUrro , i , , i�� , , I' �- i 2,310 �� '�r—����H� F � j ev •z •s uce sv�re scr iv ense oF I 1i l L I I� l i �I I I I I� �-�TI- '� z+i.rcx ueric race . iT -' rl'� �� I ' i. zo.aricvr cr -t- sran.au0 i i�.. F r � 2,300 il c¢v, ziw�o . ' .. , !. 10+00 11+00 12+00 13+00 � 14+00 PERMIT DRAWING SHEET 3 OF 5 eno mrsrr,ucr�av -ter srau.wm � -L- Si0./SsS�cry G�� Z�p� ��ov��;r�o�r:aru�«, g3�C�`'PS rorrsDnrA�vsAu.�.e�r ��� \ < � 1 � . LEUn pUCNnNnN � SNEFqI 6EY ;EflF( R, JO':ES � / - ca ",o ee ma y: c.P,S _` ;-3r \ i .. iF0 1 SiA 11 3i i0 � SiA 11 <39 1- Ll � t� �.�.�. oerw� e c�r onxcN � .,�i� i.._ a\s\ �' tJ,� ' � a.,J- _ i f<\�. u_. o �. //(\ l \l \ fA0!1 SiAlO�.ldTO SiAl1�G01 Ri /`\� • J �ETAIL C OETAIL D ��� P� ar E�•�•�•F:� C SFECIIL IAIE PL' ' DRCH � ����' , � F0.0A1 SiA10�61CT0(~SiA10469-0EFNi iRON SiA 10-65 10 SiA 11.00 -0Ff- Ri I ' Y- �� � �rtii � �I��� I ���I� r � ���, . . � � I � . . .� i , li 41i , �� �� i.ill i �i� +.� � f�.,� �� I �i� i I �r�l II . � I r i i I i� . I 1�..1 I I � � � �H-�r � I �� �� 7 � 2,360 �+'� ���- fii�� � f � � � � `'��+� �i i .��.. �_� ��. . i 1- I 'i i .. ' 2,350 � ���� T � � ��' '� �.���' . P R O Po S E D f t L i L� L � 'J' GRCOE � i JT I I.. I i i � i i_+f i � .. . �+13.A 83% I'� I_�"'�. �JI �� i ��I i ' 2,340 , .:�� �' �+14A i I � �i . . � � � ' - - �il�`T � �, I�i I � n N ��� ���i��l � 2,330 ��y EXISTIIIC `� � � } ' y . . � �;�y GROUIID � � � � � � W W i i��. i i li ' i�r i o � r%i ii �i F I i-1 � 2,320 � . i ^O M , �� : . J�t�+ � ~O � � r � i',i i� � o� wo �ili I w a � d � �L- '-' 2,310 IrLi i u�l-�� _� �� � i i i ��� �i ��i r II U Ili IrT'7�I7r�. ai ��T i�� I�if_I � F�_��. . L�,,���i ��� I . �� W � . �� _I � �—Y . � 2,300 10+00 17+00 PERMIT DRAWING SHEET 5 OF 5 CONSTRUCTION SEQUENCE STA. 10 + 35 -DET- PHASE I 1. SETUP BYPASS PUMP AND TEMPORARY PIPE TO DIVERT FLOW AROUND THE WORK AREA,PLACE OUTLET PROTECTION IF NEEDED, 2. CONSTRUCT TEMP.IMPERVIOUS DII<E UPSTREAM AND DOWNSTREAMa 3e DEWATER CONSTRUCTION AREA INTO SPECIAL STILLING BASIN(S). �L � O 200� P 0'�� � �p0 � 6Y � i5 x iv artuA� STILLING BASIN IMPERVIO DIKE , � �_ - - � 1, 2 3. 4. PHASE II P.\'/ W.EEi NO_ �'i/AY �ES!G:l HYD>lUlIC Gl61JEFR ENGINEER INSTALL 72"PIPE AND DETOUR ROADWAY OVER STREAM,STABILIZE SLOPES OF DETOUR ROADWAY OVER STREAM. REMOVE SEDIMENT FROM STREAM THAT RESULTED FROM CONSTURCTION PRIOR TO REMOVAL OF IMPERVIOUS DIKES. REMOVE BYPASS PUMP,BYPASS PIPING AND IMPERVIOUS DIKES. REMOVE 72"PIPE AND DETOUR ROAD AFTER CONSTRUCTION IS COMPLETE ON BEECH CREEK ROAD AND THE ROADWAY IS REOPENED, �p�0 tio�1 �G �SP B�� \�p0 <9 � p�� <l - � , �NN� � CJ' �\� 'C� Vk i �_�'_i i ': I I I� , I �' _- i . . I I i �_ �� , �� , I I .I. . , �.. snouv�mn ua,r�m.w ��m+aoov . . . . , . �.. �. TIJOI HIIM SiM1ihUJ lll'OY! ANl . . - . .. I . . . - rtSS'fWiI513Y14 UM ON .._ . . . .. d � . . . _. .. . . . _ . I E9y 9! C2 f0 j .. . . . S Gf 'tl Atl�3i �i A3 lyb HS I . '� . 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