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HomeMy WebLinkAbout20190178 Ver 1_Permit Plans_20190211� � 0 L � � � U O � 0 � � 0 � � �� � L � � � � � M � N +' E 0 N � O N �" w � Y � \ U — � .� U 0 � w o ~ L za � � w W Y � U a � o � v J � • � . � � � � ., � V W O � � � � c O � � A •� � V � � O V See Sheet 1-A For Index of Sheets See Sheet 18 Fo� Conventionol Symbols NCDOT CONTACT: JOSH DEYTON, PE HIGHWAY DIVISION 14 BRIDGE MANAGER 828-488-0902 CLEARING ON TNIS PROJECT SFiALL BE PERFORMED �TO THE LIMITS ESTABLISHED BY METHOD II. � � � 0 � ����� �� ����� �������� �������� �� �������� MAC01�1 COU1�lTY LOCATION: BRIDGE 11t0. 029 0111 SR 1475 OVER WHITE OAK CREEK oo��ME�, �o, �a.s�oE.Eo F�..� Prepared ln the Olfice ot: HYDRAULICS ENGIlYEER ��m��u���� DIVISI0IY OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � THE LOUIS BERGER GROUP, Inc. o`tN CARp �.,, �OO�wadenvenue,Suitea00 `.�?.••^'ss;;•4!y'.� STATE OF 1VORTH CAROLII�A ADT 2011 = 300 _ � °`��E �` 9 `_ 20 10 0 20 40 Raleigh, North Carolina 27605 _: SEAL `. _ A�T = License No.: F-0840 � q 16003 ;_ � pF wOp h c K = p/o 20/2 STANDARD SPECIFlCATIONS � OAFhGInt��```�. m!� �'Dp� PLANS ��'FN � �` ~ p— % LENGTH ROADWAY PROJECT = 0.089 MILES PE �.���D.HA����. � � S/GNAT[1RE: � s 20 10 0 20 40 T= %* LENGTH STRUCTURES PROJECT = 0.009 MILES �GHT OF WAY DATE: DEANo�EHANGIE ED, PE ROADWAY DESIGIV ,�`N�� --.. A�s��, ��� V= 35 MPH ENGINEER .�' �•"c3s4�0 �"'•; r op ae° PROFILE (HORIZONTAL) * TTST = DUAL TOTAL LENGTH PROJECT = 0.098 MILES �:.� �•... , rW�� SEAL 4 2 0 4 g FUNC CLASS = LOCAL LETTING DATE: RD ODELL, PE '_ z7933 := PROJECT DESIGN ENGINEER ' p:� PROFILE (VERTICAL) SUBREGIONAL TIER ,, �R ��, � `` , D. ODE�'.�`� P E. P.E. SIGNATURE: STATE HIGHWAY DES7GN ENG/NEER TYPE OF WORK: GRADI11tG, PAVING, DRAINAGE, SIG11lI11tG, AND STRUCTURE O� 2O' 40' PROJECT REFERENCE NO. SHEET NO. 178P.14.R.1/5 2-B � \ RNJ SHEET NO. %� ROADWAY DESIGN HYDR4ULIC5 / � `ENG'NEER ENGINEER � ,o�o��N caRo�No �o`tH�CARp�'�io � �e �� � �aFEss,oN4 � ' :��FE55,o�;�y9 -, � �� - sEa�� - - SEAL� - �� PT Sto. 11+47,39 : z�933 = ; ; 16003 ; ? .,F/yCINEF.F::' ���D� FGA'GINE6p ��``� �� �' �; Da ODE�-�'r`P``` '�iq'Y�D.HA����` � ��'��n n �.a•� qqnm���� � 11 �� DOCUMENT NOT CONSIDERED FINAL �Q f�� �� UNLESS ALL SIGNATURES COMPLETED ��Q- �� PC Sto. /0+94.6/ � I I ' ' � N O � o / � {o / � � ` L�A�E INVERT EN� � �� / ,;� TEMPORARY PIPE � o � / �.f STREAM BED LEVEL � � ��, s sr ig sa.� �y - m � I � ' I �� I/ I � I i i i � � � � ' PT Sfa.10+78J3 � j I i � i � � � � I I ���� � � i �HITE OAK HALL PARTNERS, LLC � �� � �0e � � w � �� � F DB Z33 PC i589 �I o � �I I I i� m i � I I ;� ��� � ' WOODS 1 � � I � � � � I�� , CL_TIVATION � ; � � I �� �� � �� �� PUE ; 3 � �i ' esr. s roNs a a nia rsnP POT Sfo. 10+00.00 - l- _ � � � � � � � � � � �, ; esr. � sr ceoFnsaic f0. / + - - _ � i � o �� R��- � t l+23.4/ POT Sto.14+03.74 -L- O � � E �_ � BRiA�y� BATEI�AH � il l/ I BM °2 ELEV=3210.36 �B �1�7 PC 428 I P_ , ' SEE D PUE- S.�irJT55.8'E END DETOUR +50.01 � � � I s�cN -e�- srn. s-s5.oq io.z � RT � � �-' PUFRiv ' ao.00��r P -DET- Sto.14+34.90 = 0¢� CHISE�_CD SQUARC IN CO,NC HMl i EMBANKMENT p i p / �/ b� �I �O +so.00 j +�o.00 � PLACE DOYyNSTRE.4� EN� \� � N �� �, „��E REtilO�E AND ue -L- S1oJ4+16B3 920' RT // iSEE DETAIL A o� / 35� �T � 3s- �T TEMPORARY PIPE � �'� E�p '� o�T= RESET GATE PUE � �� �Q � �" � pp �� , STREAM BED LEVEL , +os , 3 +so.w +zo.00 � � \ 25' �r Q��4 i �'OQ�, 25' � canvEc P.aaKimc �, i- R I �H i 25', 30' LT PDE �\ -' R PT Sto.14+73.27 R R � � I � � X+ � � � � � � is� cMP �. cw,oe r i � POT StO. l4+ ,27 � BEGIH DETOUR � � � � ,,'� � � �� � �o"� ; - - - -` II II�n � -DET- Sta.10+06.6� ���---_��� ''� �---- 1 -�- �F �---� - � � � �--T � - `� - � - � - --- �- - -----� -- / - -- - - - ----_ - _ _ - - ._ ' -- -�+-i-�� POT Sta. 9+98AOi -DET - PC Sto.10+0838� / � ` ; I I I I� � Wl iTE OAK LANE � REMOVE r / I / / sR �m, ra esr \ -L- o; ' T � NAi� � � ' i REMOVE I I�' I I�, p o N�JE ZZ� OO.O� E E` ir . .. -_' _. _ � � � � � -. ----_ � _ _ . _ . - � � . � � - � . � . _ - � .. ai .-- ���� . - ' - -o / / _ ---�- � � -- . _ f _.- - - � _ .� GTD _ '-- -- w � � � ,i �o "w -L- SfO. 11+98J6 = � � � `t _i � is cnna � _ �o. �" ��`iP. m' � � � i � � � � � Pv � +oo.00 - 3- Sto. IO+OOAO I � R -�_ss � - - � � - - --- - - - � - - � � - - - � R N � _ --- �, i l '� �__ R � I � E�P -- , o / j � ��� �-%' L% p� - u�oo - � F o � � -DET- � , � i� �� �E � / �° �� � GREU TL 2��' U TL-2 2s'2r o � s � �� Q�0 E�E e i�jM° � /� � �� pl' �E . - �� � � �� � / � ho 2 � ��% � � �/ j +54.00 �34' R� � � � > > ��� Yn � . 12 E � � � � 25' Ri s _ PUE �� � �os.na d �� / _ ---- -- �.jfUE -- -p�E ��� o O� �� � � ,r� � see oerna c � � � E "' E I/ E E � � � �� C StO. l4+1930 � � � N T GREU TL-Z � `�' i� E LlryrlT OF SEE DETAILA \� � W � MARY JU E HA PTON $MITH i � � 9 � � � �� ��, ��\ :� � GREU TL-2 ---F E PV .+80.Oo � �� � � � �-�i a�33�Z „ � ° / � � ���'��� \ �5� i � E� P t l f 7 s � �� �` � � � �< �� � �� � � E P f//+ O esr.z roHs a a eiP rsnP � `�p �� �� INV=3206.80� �� � GRP.DE T TO�yIMY E AN$ EST. 7 SY GEOFABRIC , p �� �"a � � , � �� __ _ � F�aW � � � F�E�a � / � � w000s � PT StO. 11+04.04 DB �1-zt Pc nz5 -DET- i0. /3+79A5 = `� ��' �� -i°Rp°� m /; �' / / A 10+53.77 -L- PT Sfo. l2+13.84 - lT P- Sto.10+36 \� \ W i_� a � � � � TE P C P � � AP?aox.�ocaT oN N � E�T'C TAVK � �/ DETAIL B � / � . / CUT DITCH N / � No� �o s�aie� O / � /� � Front / oc Di�ch � / � NoNral � A', �e� Slope 0 � .. Gro�nd ?�� F\o � > � � � ��EiaiC PE�cE D N *• / / �� � / �. �� . � � �� N ti � E 8 y �N , w / , � Y e� ��� � oNm �� �+ Nw� � Y / - U N � � �iw /- y +' U �� � � N j w o 0 � �� � FROM -DET- STA 13+10 TO STA 13+25 RT 0 �wo W Y Q � U U Q i i o c�� Min. D= 1.0 Ft � Min. D= 1.0 Ff. I FROM -DET- STA.13+50 TO STA.13+95 LT FROM -DET- STA.11+25 TO STA. 13+10 RT. CURVE DATA FOR -DET- Pl Sto /0+56.74 Pl Sto l2+pp,22 Pl Sto 13+94.70 Pl Sfo 14+4752 �= 2T 39' 02.7` fLTJ �= T 48' S6.9' fRT1 �= 39' ll' 53.4' fLTJ p= 4/' l3 53.4' fRTJ D= 28' 38' 524' D= 28' 38' 52.4' D= 7E 23 39.7` D= 7523 39.T' L= 9652' L= 2728' L= 5/3/' L= 53.9T T= 4922' T= 13.66' T= 26.70' T= 282/' R= 200A0' R= 200A0' R= 75A0' R= 75A0' z i a � � E �� �N � � O C. R. BROj�N ENTERPRISES, INC. DB 5-17 PG 261 DB B•17 PG 126 EiP CURVE DATA FOR -L- \ Pl Sta l4+17.3/ 0= 2' 02' OOA' fRTJ \ o = z i� so.s• � = as�r T = 4437 R = 2.500.0(Y � DE��TE��V'E�UENT I SEE SHEET 2-C FOR PROFILE � LOUIS BERGER 1001 wade Avenue, Suite a00 ROADwAv Raleigh, NC 276053322 PLANS License No.: F-0840 N z 0 w � � DETAIL A STANDARD 'V' DITCH ( No} to Scale) Noturol � Natuml Ground 2,� ,L.� Ground D Min. D= 1.0 Ft. CURVE DATA FOR -D►�1'2- \ Pl Sfo 10+5388 Pl Sfo 11+23.76 �= 62'42' lOA' fLTI 0= 60' 29' 16.0' fRTJ D=//4 35' 29.6' D= ll4 35' 29.6' L = 54.72' L = 5279' '� �6, T = 30.46' T = 29J5' ° R= 50A0' R= 50.00' ��� � PT Sta. //+4739 i 1 FROM -L- STA 13+10 TO STA 13+25 LT �� +zs.00 F ROM -L- STA. 13 + 15 TO -L- STA. 13 + 45 LT �I�I'�IIC IPNKS � �24��T O� 2O' 40' PROIECT REFERENCE NO. SHEET NO. 178P.14.R.1/5 4 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER '���zH CARo•, �����a CA up�o �` oa 4N°� `. .�N RO .� '' � oF�s,o ° ' , o�•••�Ess;o.<.y i Qe' 'L�ll., � ?.Qep tiy� �y �. / i sEa� - _ t• SEAL 3 27933 �6�03 ; ,R.;VGIf`IEf.;::'• �� O�:F(M�GINE6Q�S`� �-�',`����� �i�� qry '�F'\� ' �u�oDE��. ���q�iiA��P�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL $IGNATURES COMPLETED I / - � � � +ae.00 PC Sta.10+94.6/ � ^� iza� �r .� � � � � � li � � � � ��1 r _ '-���_� '� ' I O �• ,L I� � i / �� - �, `� '\ F+so.00 S 82� l5 54.3' Y% ��Q" 90' LT I j � POT -L - Slo. IO+OOAO � I � � � �� \ � � � / �' �i I m I ;�\ ' \ PT Sto.10+78J3 O I i � � 1� I � ����y � � � � i �� \ �HITE OAK HALL PARTHERS, LLC � I ��e � � � y� � +95.0o DB Z-33 PG i589 � � � � � � �l�o� � �� � ; w m ; i � �F 70' Li ; � � ' w00DS y \ 1� � BEGIA/ P OJECT /78PJ4RJl5 �� % % I � �obs�ii � � � \ �� cu�=ivnlioh �� -L Sto.10+09.8/ �� � � � � '� � +z se ; ; � � , , � PUE ; � y � POT $t0.10+00.00 - l- _ x 57.0�' LT � i � �� � EST. 2 TONS CL B RIP RAP _ � I I I i y/ I'' � I o `" U� � r i �� � EST.7 SY GEOFABRIC tO.I '�' - -_ �- � ' � � �� � � �i�� � � �� e �� � � t l +23.4/ � i POT Sto.14+03.54 -L- � � oo,00� 'p j/ BRIAN ��j BATEMAN � I i STANDA D'V' ITC SEE DETAIL A�U 1 - pUE \\� \ � 40.08'�LT �/ �� BM °2 ELEV 3210.36 / � DB M•27 PC 428 NOTE: TO BE N TRUCTED i � +50.0-� \ .�J�T 55.8' E EIyD PROJECT /7BPJ4RJl5 ti ' -BL- STA. 5� 59.04 10.2 ' RT � � I +59.75 �� PUE DURIN DETO R P ASE +Z� 0� � i "�'� '�o IGN �-----� \ 49.67' LT 1 i 30.00' LT +61.67 � mQ - CHISELE� 5(IIJARC W CONC h{�y r '/ b� / � +59.1�w � I EST. 2 TON i RIP RAP AT P(J 35' LT 1 , P -L- Sta.15+25A0 � Ne +vo.00 � +io.00 � � c� -e� niP w,r, caa�e REti%VE .4ND uE 3z.is• �r '� 2 BL-I �5' LT � EMBANKMEN GATE +61.67 +25.00 i SEE DETAIL 8� P UE ;� M� � s+oo.o� � 3s� �r � as- �r � � s sv �eorexrue +oe RESET GATE P � E +72.95 � 25' LT 25' LT /� �� � FRoNneR +so.00 P �� +zo.00 �� caavE� PaRrc�mc A -- � ck zs•, ao� �1 PDE � � ze�, ao� �r � R F n" �T coMMUNicaTioNs ss' �r �`o OF, z5' �r R - _ R l� � vu R Q .. - t ��� i -- -�i ' CONC - CL 'B' RIP RAP - ' �' _ _ � �� l � / � � � PROPOSED SAFETY FENCE� il - - EST.1 TON - - GREU TL-Z � • / \ F F BL-. '- �.-CMPo�= GRADEOT I =IO� � � � /� � M>�NraNe . F F F\ AT-1 � , eeMove � �R=IO' � � I - � �v-szoz z, oNc H a o �. �� ANrANeo rvo wHrre oaK ume �- F �- F � � - � � � � - -- - -- -- - - _i � ��,;�A�*�co ww - - -i • ,' � / -- ,- ti � � � i I � - - ---- o ---- -- �� O� sR ia�, ia� esr � -L - � 5E 2 00.0' E � ��/ Nni� / � � N � � ? REro� v��`� I i A $�i' rJ7' 55.8' E o sso +i- ro 0 0 � � o � - - - - - - - --- � a / / o � " r � _.. �. .. .. - . - ----- - 5 Mn*. � � � � � �-�----- � . � rnveo aiw . ------- . . , sR iaor o ..- � . . �.� - .�.- � i-z � ��. -o � � oz.aa� oNc Hw - -MaNr�Nr� R�w -- - � GREU� TL-2 __-_= R-/0" R=10' � � i �� G� - fR,46E T D N - 15" O � � � � � ---Fss---- - -ss- -- --_ - R R � . �� � � R --- - - -- > � � 1 - " R E�P --- ° - � � � - G � EST.ITON 16' \`_ � --'c E +zs.00 m A I r -/ / / F CL 'B' RIP RAP s � E 11' RT � � � - � 25' RT o �;� ppE +oo.00 � o�.0' s o +�z.9e `� �Q�O � E � / / s/ 25' RT °� / �,� � ��� `^- � Y5; R� � YP• �6,�\ O � 25' RT � � +25.00 � i �� � � �, 0 15.0' + � °'o s �ci 15.0' E +is.00 � PT t l4+ / 7 ao� er +44.46 +70.00 lC1 0. �, Q' ln / � d 2 / � �/ - - - T - +40.00 � � � �h �' / / 25' RT � +54.00 34' RT � y, ri�p• � p EST. 6 TON CL 'B' RIP RAP, .if. � �I- yP• � +20.00 25' RT 34' RT � � �/ �c� 25' RT f �i�, 14 SY GEOTEXTILE P�E �E `� p � 48' RT 25' RT +61.67 o O - -Zr-Z"---Z�- F PUE PUE � � / � � � � O -Z� � � � � E - E �� � +86.54 � +15.00 � 25' RT � �, � 15.0' �-� E E E E , sn� ar i u� aa� er � O � MARY JUNE HA PTON 51�ITH � , � � � � l � � � r +ae.00 BEGI BRIDGE P Sto. 3+ .95 , � � � p3 9g � � . � /�/ � + YP• _ +eo.00 54' RT � p•37 P� 332 � � � ��cMp �/ � - � �� E eo• rsr -L- POT Sto.12+85.38 s s ;r � \ � PT Sto.10+49.89 � � � � � �� � � � � 137 �85�' ALUMINUM PIPE ARCH 2 R� � � +60' R� � � � � � ' � E 1I � �� � �� S l5' 3/' 035' E ID � IM/=3206.80 // -E�- +�O�RD IBURIED 1'� W/ALUMINUM HDWLS TOroI�IY EVAN$ -L- POT SlO. IJ�'�'J�Z.F)3 \-. 9� `��` +00.00 � s_ QRp�N F�E�D m � E � DB M47 PC 425 � 82' RT � � w0o�5 � �� � � / +za.oa CURVE DATA FOR -L- a 82'ei -"� �� � nPPRax.�ocanoN / /� V, � y SEPTIC 1ANK o > >5 / ,r�''M EST. 1 TONS CL B RIP RAP � R` "� Pl Sfo l4+/7,3/ � %; � �. DETAIL SHOyyING BRIOGE/PAVEMENT RELAT101ySH/P � (�' EST.S SY GEOFABRIC V >60 0= �OZ�OO.�%iRTi � � �' Nor ro sc.4r� Pc s�o. ro+3z.sz �' E � W N r � �:� � D= 2' lT 30.6' f +os.00 � L = 88.72' / ioa• er T = ��. � APPROACH SLAB � �� R = 2.500A0' � � -L- Sto.l3+ 3.76 +sa.00 � �, /� ,' P% St�. ���f0846 m 115' RT " �,5 � TYPE III TYPE III GREU TL-2 O � �j %y � � AT-1 C. R. BR DBNS-EiT T GR 26iSES. INC. Pl St0 /0+92,2p ATA FOR -�Pl Sfa 10+4L49 �° fr � DB B-17 PG 126 E�P p= 38'49' 24A' fLTJ �_ 1526' 523" fRTJ � � > � Ei_erR�,c F�Ncr � O � �°� `° � / k o o N M � � D= ll4 35' 296' D= ll4' 35' 29.6' "' �' � � � � APPROACH SLAB � ti ti o ' o � � � L = 3388' L = 169T �; � � x -L- Sto.12t7 .25 � � o -L- \ � T = 17.62' T = 857' m R=50ACY R=50.O1Y E0 y o � / � p N o w � , � � _� � m � , ��� �+ a � � o ' � � ��� N oN� , tiY� W=v � \ / W /* - Y �� GREU TL-2 s' s� �� °' ,�, GREU TL-2 TyPE III �PE III - ��9=�� � 0 Y � O � � w o / I LOUIS BERGER Y Q SEE SHEET 5 FOR PROFILE i W i wade nvenue, Suite a00 ROADW/ Q%% SEE SHEETS S-1 THRU S-l7 FOR STRUCTURE PLANS � Raleigh, NC 276053322 PLANS o � � License No.: F-0840