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HomeMy WebLinkAbout20140070 Ver 2_Application_20140327O �O • � �MM ��� � � W O � � 0 Yi/ \ �_ ' \,- BEGIN PROJECT I7BP.7.R.60 -U STfI.I2+85.00 � TO SR 1134 `��Tp D/fifM�CKS M GRAPHIC SCALE 20 10 0 20 40 ��_� PLANS ������° ��' ����� ��������� ���r������ ��' ���u�����i i�� I' I. 1'� I�(1) I'; I" "(1� I� (� � I�. II� ����i�����.�� �;1����)����� ( (���� ������. , ' , , LOCATIOIY: BRIDGE #670214 OVER ROCICY RUN ON SR 1135 (MOOREFIELDS ROAD) RFC PLAN SUBMITTAL SUBMITTED: 3-77-2014 SUBMITfAL # 5-745 TYPE OF WORIC: GRADING, PAVING, DRAINAGE, £o' STRUCTURE BEGIN BRIUGE -L- STA 13+75 _ � .____�- _____- �_ - '".�.� ns aDI""'. - _ _ � � / I� �� O ��� END BRIDGE �, �/,/ -L- STA. 14 a. / / / _-. �a /' / � /�� _. � j�/�� �Af �;;, � � � �? �� / 1 7XA55 SROSION AND SED7616V7 CON7ROL PfANS COd4PLY E REGULA7f0YS SG7 £OR ]H O1' Tf18 {07N Ttl RCG-010000 GENGRAL CONS]'RUCIION PERAfIT EFFECTN6 AUGUST $ 2017 ISSUCD BY 7llE NOAIN CAROLA'A DBPARTd1ENT OF F.ANIRONAISM AAD NATURA7, RESOl/ACES DII'!S/OY OF IVAZEA QUAL7fY. - To __ _ (TO EROS[ON AND SL�DIh1GNT CONTROL MEASUR�S StJ A D..�: oC,. ` , , 1630A3 T�m¢e..n Stlt Dfi�A. . . . .. .. .n- 1630.05 T<mpo..n Di.<..ven. .. . ... T ro� 1605.01 T�mpe..n Sili R<e«.._.. ........ -NH�11--�� 1606.01 Sp«�.1 S<dtm�et Co�e.sl Fee�e ]�T�/P 1622A1 T�muo...r B<rm�,od Slon< Dr.io. ...� �'- � 1630.02 SH� ➢a,�o T�ce 6 . . ..... . 1633.01 T<mco...� Ro�h S�le C6«k T�vrA ... .. ... .� T<A��..r Ro�k SHt CL«k T�e<-A .teA O Mel(ie6 enA PeI1aoT4mtd� (PA�S) � 1633.02 T�mao..n Reok Silt Ch<ok T�vrD.. .. .� -' w.ia��fc,;.Fibe.w.aa�� ..._._ .._.. R'.itl�/Co�. Fi6�. W.EEI� O W;[h Pol�.�nlsm;d: (PAbll 1634.01 Tema�..n 2o�k 5<dim�o� D.m T�p� A_...� 163L.02 Temao.s.� Ite<k S�diment D.m T>prII.. � '�.. 1635.01 Ro<k Fip< Telet Sedimeo[ Tr.p TmrA ......... � 16SSA2 RooA Pla I�I<e S�dtm.�e T�.p T>rrlS � 1630.09 Seiil�os B.d� � 1630.06 Se�d.ISt�16�a0.ae ......_.. ...._._..� Reok T�I�t 5<dfineoe T..p: 1632.01 T�n.A . ...._._ . . .._..p`� 1634.02 Tie� B g � 163Y.03 Tm�C ....... ..._.... ...... . C� Sk�mm.. A>do _._. ......_.._ ...__..... .. � T.<.<d Sk�mm�. R.do � r�ci�,.e�oe n.ae � Trus rno.t�cr co��r.u�s lrsa raosio� co��raoL r�li�s ' bfll,L RD)-� FOR CLLU2ING .1.\D GItUURIKG YkL1Sli OF CO\S"PRU(�:1'ION. END PROJECT 17BP.7.R.60 -L- STA.15+89.00 �rH�s rnarcr �tas n�r� n�sic�en �ro Sli\SITRT �1'.1TERSHGD ST.1�\U.1RD5. 105HUA G. DALTON, PE, CPESC F.NVIROl��1E\TALLY ii�r,n punun' a�.�rrxtsJ Fvsr LEYEL III NAME SENSPI'IVI's AltliA(5) I:x7S'1' urv Ttns r�wier.r ON THIS PROJRCT »�en g�ary rvo�n � n«» 6.�� r�.om sa iz+as -� 3552 ro s�a �s+av -� ReferTo&.GSpeaia7Prouiaiont n.J ToeC.SpedatPraoism.� LEVELIIICERTIFICATION NO. jo�SpecialCoviderotioua 7o.sy.��micoedenanon�. Pre��ed ln ii� 0(flce o(: SUNGATE DESIGN GROUP, P.A. 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAftOLINA 2]606 1 859-2243 PAX 9 19 859-6258 TEl 9 9 ( ) l ) I M LICENSE NO. G890 � ENG F R 2012 STANDARD SPECIFICATIONS x�d,��,s si�da� n.,�.,�a, The (olloeing �d�va> en8lish e�enJvJS m up� r in "Ruade�ay SienderJ Urani�.i'- IW3A.ny Dzsign Udi- N. C. Ilepenmenr of Trempone�ian - It�.ieigh. R. f.., dated Januaq� ]01] end ihc letn� i.mn ihercm erc apAicaLle m thie yrojeet and 6y rekrenw M1emby are mnaidcred e out of �hcsc plani 140L01 NaBrmJ Fouon Co�netDe�a�l �G3].OI Ibe6lnle�ScAimcmTren Type.\ m n�Tra T 6 IGO5.01 Tcm S li Yence 1633.07 ltoek Inle� SN� e o 59< ro� IbObOi Special5cdunrneCon�rvlFe�rce 163203 RockW<eSedinma[Tr�aOTpyeG 160].01 4me1(:anx�rvctioo Fnrrv�cc 163301 Tampnnn �'4 Sili f hec4 T>pe .1 16]1.Oi Tcmporaq Ikrms snd Slopc Unim 163�.OZ TemOOnn Rxk �ih Cheek T�pe 6 1630.01 Wscr Uwn 161�AI Tempomr� Rock Sefiment IT T�ne A 1(30.03 Sih B�adn T�pe B 163i.W Tampunn Rcek S�dim.�n[ Dvn T�r. U 1C30.03 Temporuq Sil� I)i�c6 1633.01 FtoeH Rpe Inlee SNimrnt l'rap T>ne �l 1630.04 S�iI1i� tl.vin 1635.02 R«6 Rce Idei SeAi�nem ]'nv T>ye R t630.05 Temoo.en' �>nT�sion ILi0.01 fuir Fl�r Nalile 1630.06 SpecWSiillin6lSVin iW5.01 Temoora.�Strmm Croui�g IQiI.01 Sfairing I�eOaunn NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGWEER. ��.. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO 8E INSTALIED AS D�RECTED BY THE ENGINEER. i � � '�, (�� ��� (�� `� ;� (�) . ��- � ��j � . ��' � V ���� 5�3 PLACE SPECIAL SEDIMENT � / CONTROLFENCE UNDER ' � BRIDGE AS WORK ALlOWS � _. � _ . ... L�e � � � �ss � `s ss ry�, � ... ''- � �'' ' � o .. '� � � . ,� o � � . .. �. � � .. . —.._� Ne � , �� . . '. � STD V DITCH � , . � . _ . ',.o SLOPE 1.73%_. _Nm\�i --_._�_ �� ��� � � `+'E$T DDE 7 CY '"'s� �\ ,SEE �ETAIL 3 �. � . � .. „ ,_ .. ._.. ' � -- - CL B RIP RAP � . j---'.- EST 2 jONS : � � ---� -'- -- o , EST �7 SY FF � p��� N -- � �io � . r u . . �S.\IIIL .- ��._ .. . , /�• �-_— i ixl o��i.�ioc_ _ _.. . , -- � - ��6" RcP-I . \ �. ____� . �, , -� � � _ 9 :� „� : � .. . . � , -- �— � �sl �-, .. � / ,�T - __. \ '_'_ , _ "� � v� � � 4� R I l — N F FL R� , ' � _,L--_---- / __ -:.' � � �, � "_ e .�-� "� _�- � � B p Vl � , — s� — ,� . . ._ . � � i � � . � . � i _ — � i � � _ y �'T9 -- � � �. .� i� . ' ��� . __ CLAS3'-'ll RIPRAP �_ ' i� � �/ , » S6@ S7kUCTURE �SV�NS � .. I i " i / , :� -° t.ss � DETAIL 2 DETAII 1 � �� RIP RAP AT EMBANKMENT SPECIAL LATERAL N' OITC j sss -� �� (Nolfo S�a!e) �Nono S�ola) V Dkh � c�oae io•m�. Noromi 1.0' MIN t.o n. croo�d ?'l [ � d GEOTEMitE � ceoien„e Type oflner ] TONS,CL'B'Po�Rop GeomM iu ]Y SY Typ of liner= CI'1' Rip- fROM STA.14+77 TO STA.14+35 L RT FROM STA.14+25 TC � . � _� �..�m 1 i y . � . �� � ���� �/� �� <i � \ �, �� j � � 'srs ,? �� � i �e..\r. \\ // � \ i � i 3o to 0 20 40 PIANS s!� i . s.,c\._..:_ _ . _, ... .. � ....,;.. \ ::.. .. . � . ��> � / � � i / l � ; Y/ I � i �� � ' �� � ' � � ! � � *� I � I i s �i? I , �. o\)iil _ � � � flLE lo �C—, �;., � � � ¢ � � ��;� , /� � � l/�1, i S i �� � c �$ E y'"a`t� '� -� � ,'�. I � S � SYRUC� CLFARING AND GRUBBING EROSION COMROL FOR CONARUCTION SNEET 4 ii' � ' �\ � � �o � 5is � � � � � � f�S� / .E PLANS�� �� o •/ I , � \ ''. \� m ��.s.2 �s' . � � � � . . . � . i� �i. �.I l �. �i�, 4A!?"s���� ��� ,�'. % *3 L'�,.i.adic£'t��'/�:y£� �. � �:'.� � s i �� � ;?►! / `�"_ .vy//// � . . � �. _-�� � : s . as fi � s£'+ s}y i .��.� ��IqS't,£19�� s � �(+' ! � St� y �� u u���� �� A�� , •s�, i� � ,�� ���;,, .���� . � �a} � �� �'• � Min. D 1.5 fl. V,� �y Mox. d L5 FI. , �f i 5+00 L- RT � � �� i / I / � / is� 1 °1 �SUS� \ 1 � � 1 � � � 1 i�. �y� � ��,i I I / / POT SJo.10+00.0 i � i i� �.I. '� '�.{ � ���� .. N , . , � � ,, � :c�:s,o)i , //{ /�6/ � 15" �CP III : / � / I � � i � /SPEC VaT V DITCH �CL'1'RIP RAP � � SEE DETAIL i ' � TYP. DITCH w/PS�M LINER °' �,'s� � MIN. 1.0' DEPTH i N, �� 1Ok45 TO y0+$� -DW- RT � Ca4 'B' RIP IW.P � � . � �PAI� (aT DITCH � � � � 71;ANSITION� � INSTALL D0.IVEWAY PIPE DURING CLEARING 8 GRUBBWG PHASE DETAIL 4 ' SPECIAL IATERAI 'Y' DITCH ( Nm ro s�ote) o� nn Ho��,o� � F>o„a< s�a� Gmund ?9 p d Min.D= tA H. hbx. d= 1.0 Ft. ol6ner- PSRA1 FROM STA. 15+30 TO STA.15+89 -L- RT �� � h68 _ sq ' � -� L �]Q Dl.11�f/iG6S SIILG ItD . . iu °' � -- — � ti`�> SPEC LAT Y DITCH w/PSRM SEE DETAIL 4 0 � DETAII 3 STANDARD N' DITCH (NO��o Ra!e) Nmumi NaWrol Ground g.� � M1A Gmund D Min.D=1 Fi. ��,. FROM STA 13+42 TO STA. 13+45 -L- ll ��t��� ., ENVIRONMENTAILY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS I NOTES: ANY DEYIATION FROM OPTIONS GNEN Wlll REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY I NEED TO 8E INSTALLED AS DIRECTED BY THE ENGINEER. II � ��'. (�; ��� (�! '��, � (�� ��� � � '. (�! � . I�' I 'v ��� PLACE SPECIAL SEDIMENT / CONTROLFENCE UNDER / BRIDGE AS WORK ALLOWS / J ° SLOPE=' * EST DDE "' SEE DET ---- ---- CL'e'RIP RAP - o EST 2 TONS --- o EST 7 SY FF n /p� R -- �s nuu. Hv. i � m���io _ �' _- i 1 __ w � .s3 -_""_."..-._- � . . °�L-- - — — _ ' °� V G�lVEL ROAO `a - � ,' — -,-'"' L � ___"_"_ _ _ . _ ��, - `� - �� � ��� s– � _.-� _�"__ �.: ________ ___- � _ I DETAIL 2 RIP RAP AT EMBANKMENT ( No� io uaie� D'nch Grode IO'min. .0' MM� �/� �.o n. GWTEXIItE J Typeofliner= )TONS,GL�9'R�p-ROp Geo�eaiile= ]4 SY 20 10 0 20 40 PLANS ___. ..__ ..— ___. I m �rya 0 � V �/ � / �, m __-�s—. CLASS"II'HIRIiAP . .,—_— °" / � SEB STkUCTURE_PL/,�NS— �_..\ _ J— ! �..w.— ...._- 4 � VGINIL i SPECIAI LATERAL N' DITCH � Hm m uoie� o< Noroml 1'� pe� flli Graind ?9 �p F�� 3!oM d G<oiea2e Min.D=i.S Ft. Type ofLiner– CI'I'Ri�Rap Max.d=7S fl. fROM STA.74+25 TO STA. 15+00 -L- RT ��r/ � ` EMBP � SEE + �� d � � � / '��� Bt / , sl N II 4,y[ t2'/ ��� ,� � �2 �,� BM� o - �c i��.l [: `ro- ��.�::�..3 ���I � �' � f9I_\�69 RD.... SHll.i5 0 io —..._�}._._ _. -- F. � i 7�� 15" RCP-III i � SPEC L4T V DITCH w/Cl '1' RIP RAP �� SEE DETAIL 1 _ {R 7yp. DITCH vdPSRM LINER � - -` MIN. 7.0' DEPTH � E. '-�,� 70+45 TO 10+85 -DW- RT �S. l0+l3.&7 CL 'B' RIP RAP PAD AT DITCH " TRANSITION DETAIL 4 SPECIAL LATERAL 'V' DITCH �NOUe uoi<I � Fill � � SIaPe Naouml �o0a( Gr md ?9 D d Min.D= 1.0 R. Alox.d= lA fl. of tiner- PSRM FROM STA. 15+30 TO STA. 75+89 -L- RT Ii' 0 0 � ro r�n, �� __ � __'— —'..--.._ __. � 10 Dl.if11o11'S 11tLL Itn �� -�3�- �._--.. _.. ._ SPEC LAT Y DITCH w/PSRM SEE DETAIL 4 xx DETAIL 3 STANDARD N' DITCH �No�m ua!e) Nmurd NoNml Gmand g.� p ,�.� cround Min. D=1 Ft. FROM STA. 73+42 TO STA. 13+45 -L- Ll