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CLFf1RI1YG ON THIS PROJECT SHRLL ,BE PlRFORMED Td THE LIMITS �STA,BLfSHED BY MO£77FIED .LIETHDD IX � WETLAND AND SURFACE WATEK IMPA�TS PERN1iT , �a a� ' a� c r �O � ,;ro ��-° , o�- o . y , � °�_ , -i- P �THA4KER �AIRW RD� BEGIN BRf6GE -E- STA. 13 - 77.00 u z 5„ (9 � m ,� LLg o¢ r z � � ENO� BRI6GE � � -L- STA. 3 d = 44-00 DESiG11r �XC.EPTIOn' FOR SL�PEREZEif1TI0Y, VE.RTI�G.4L GLR��E K-1;9LUE5,AhIi S7QPPfeVG 5IGFIT DISTA.�'CES. REVISIONS TO RFP PER APPROVED VE: 1) RE�UCED BRI�GE LENGTH FROM 75' TO 72'_ . 2� CHANGED FROM A 2-SPAN SRI6GE Tp A 1-5PAIJ BRIpGE. � 3 ,� --- - � i PRELIMINARY PERMIT � � DRAWiNGS SUBMITTED 04-16-2014 Ij �� - -- ---- ,� ! SUBMITTAL �� �178 I. L END PROJECT I7BP.7.R,6{� -L- STA.Ib+17D.00 ro sR 30�3 -_� oa.v ,��j��.�h na,�n , �I$T:I.I:�Sl:ti.9R�' YL.�\S �O TOT L'SE NOR COYSTiTl;�CTYbV �`� o ' S.'1�ITH-RQWE, LLC � �S�T!'�.i�h `�nn���ac1 Ags��gffit�s, ��c� 9�5r� 'vVes'. rcde s 5tF. - ' i i� Tr � � Chn��a:te. t.C4282�::2 \.. . �c^te '..,-n�._ _-.,+_ GRAPHIC S�fiL�.s .DES1'GN DATA PROfECT I.EIVGTH t�r.�r��s pttEP.��D FOR THF_ 11�CDOT BY: .F�Tl�'D1t9ULIGS DIY75ION QF HIGHW:91'S ST[�/RALPH WHITEHEAD ASS�CIATES, INC. �h'�I'�'��� �'TR�`� �� ?�onrhr CAROLIh'A 2Q 10 0 2(1 40 ADT 20i2 = 506 �oa wttz r„�r s� soe �l� cr��rr�,��, hc zxzoz tvc L;��n � a<«,na��� r•-r�99t ro�r � LENGTH pF fi'l?ADb6;9Y PROJL•GT 17BP.7li.b0 = O.Ui8 :47ILE5 aF �\ ?� �� ���` � ADT 2025 = h!/A zorz sr.�.��rw�xn srFCrtac�ria,us I �,,e� ''o\ xn PL4{V$ ��V = �/q LENGTH O�F 3TRUCTURE PROJECT 15�F.i,R.dD = 0.014 MiLES PF ' �^``s� 3fGN.47'(.Rfi +'a ` � 20 1[l 0 2Q 44 p- 3 �/o T�TAL L�7dGTH OF FRQJECT 1?�P. i.R.fiU = 0.072 rYlILES � y `��`y Q; � RIGHT OF WRY D.3TE: GERALQ H. McCAUI.EY, PE �DADEi7AY ���� i PROJF.CT EMGdt.'L-F.R p q � T= 3°fo MARCH 7,_2D12 DESIGN �a•oFFF�„gt°� PRC7fILE (HORIZONTAL) V= 55 MPH ENGIh'EER �_ 4 2 o a 8 SUBREGIDNAL TIER �ESIGN ryCDOT Co�rTaCT: viRGlNUre nna.6RV LETTINC DAT'E; ETNAIV P. WRIGHT_E! _ I � ����� FUNC �LASSIFICATION: Tevnsporiation Progrom Manogement Uni9 '�RCH 7� 2[��2 �'�olecr ntsrcvF:n Pf20FfLE [VERTICAZj LOCA{. __ ___ rE srr:uarri�in - / ��; zD % o,%r � �� sMIT.H R(7wE', LLc _ Tl'PE III TYP€ ill BARRY D. LEQNARD ,/ �� �' � � � � �� — - � -- �_� �, __ _ _ � oe iso� wc �is ;:"a ,�� %\,' N l � —1� — � ��, ti' i' S4�o�`9Q5.� -L- r r � ,;v�, �' �, � � 1 1 ,�' � �'�'�'/ �.a��� �l'bat�h�a�l �a����g�.ee� g��. �, , L s � 5 3�88 i{ y; � ;; �,v �,' r ' l � 90o wesf r e� s� s�e �z5 __ _ --- TNACKE DAIRY ROAt� J;T -- -- - �; Q Q j' _ �+ � Z, �,�•� tce Nc 2a n2 � u - �i O� � 1 �, ! _ �r. ,e ti��,�ea c9Ui - TYPE ill � TYPE III � �i � / �� Q r! +32T2 � I � ! 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HELMS BRId7GE SKETCH { � f �' + �j 'kS bE7qit SttoWlnr� eRioG� Re�.aiiONS�iP FOR -i.- OvER BiG nLn+MNCE 7RiBl1YnRY ? / I� !� I � C ,�' � �S O$ 3BBD PG 66� i F �1 ' �l B P.IP �P.F Q �a o ? �� % S I TJIV � /j / M ��'1 � �� �c� , _� �.;F i d, _ �'V . � +G5.00 �� /�Q'�.� . �1��f2z.IX7 m m � , � � ,� f� P9.97 ! / [ � ,. _ .*� � 299T i � t c X � I 1 � '�i!'!1 � � - 1C, . ,' � �� � . d� -�-- --- � . .--- -- _� './-- �i - - -- - . -, .. - - --- � 00 � �- ��i� 15' RCP-IV ,��.�- F, .1_.`-_ ���� ii � I I,! ��� '_--- F 1 ci � 4 N � l_ � � \' �/ F�~ � ��" RCs � V � � �Fl`P� Ri -. .�`-� � 7�YPL-��l� GRAU-35D TL-3- � ` 1 , ~ _ � _-- -1- - � - � , _ - REMOVE . ., i ' -. .�_ �- - _-_-- � _ _ - - ._ - -` 1 'N � _ . � _. ___ - . -- I I �- _` �_ ____ � - -.. - - 4 TB 2 GI� � p Q I, q � � �I �74' 5�' 28.5., � �R -L- �-i- � �, �, :� �� �i - S 44' 0!' 4Q.5" E,� SR 308b �.f �_ �., ; � q �, 4 „� J� i G �--� TNACKER �N.RY RQAD— ---- - - � 1�„ _ Te����� ---- — a _ —.- _ �-- - — — � - __ -- —,_� — _ -_ - - � - �, ��� — _ .� — � � T � �_ � ��LLII _ . —F _ - - - - � - _ `�_� - — — 7iY',PE UI � i� J � � �` � �v4�-IN GR.4U-350 TL-3 -- �� — � - - --- . � GRnU-350�G3-" w F �-I_f�-i . , �� ' ...., - � �k� i i i�i � � J�.-.� '� -i�Cs"��- F � � io[ Pa�[ECTIC7N �� � _ ExiSTi�.; R; V� � � ci a aiv �na '� '� / j FDE � rs4 ° JAMES W. SHkFiFE and wife,. ~ � s�� oErr�iG <i � i� +a0.i� � fl ai � L015 A. SHAR°E � � I � 29.32,JSA0; I pOE� `� oa as�e Pc ��6a ,��' I 1 � y � o.oe J �/t � a� �. 1 9 . yV f i 35.OU.45.Chi 23.7�2 q5.�7 '�7 I !,, CLA55 rr R�N RAr' �ETAIL r1 0 + UWvLs',SS�.�r��� 57RUCTUR� � T �, ! 0 7�JP OF BL�RM 4 - �XCAVATI�N � PAOIECT RfFfRENCE NO. SHEEP Np d78P7.R.E0 � 9 xav sHe� Na. RQAbWAY D[�IGN MY[yRAULICS ENGINEER ENGINEEF �x��.r:�a:v:��t� a�Z.�:�s na Nor uss Fo ca�.sriu� �nov BRlpGE '4Q0248 ' PERMIT DR�A,WING � SHEET 2 C7F 4 � -� - :.X�>T�v _y � � -� - -- — = � ` _ I - -- - ��--- ` --- 4 �� �� -�- �y� �' ' S 4� 36' f4.C7` E � '� —� � � � � = -- , _ _ � — I — — -- ,. � -r � �i14 � -. -- � � roe ?eo�,�c�iar� '� m ^ � S£E SFRUC� Rl1L P1.Ah'S ..�� ,R.� ,KaK � m•+� G' >r„ i_ a: -� ni /., +� P3iEF6RM€D SCOUR HOLE ti`��E sice� � �' �!I ' N'� � MOf T6 SCALE ...`. ::�_ay,� � � . � � PW'! vIEVf d i u F, W r.toi�frilf i I � M� t � X� DE51GN EXCEFTION FOR SUPER ELEVATiQh+ � � ' r'� �% � ; ,�'`� . ` ��� "" � ANG STOr^Pl1�'G S�GNT DJSTaNCE. � � �,- �xyi�X�� ?f , Faov si �n ;- , „ i.- 625 V�Q r l Lr 1 6 65,i ~ 615 610 605 � ti � b00 � �� F-- n �, BR1L]G� NYpRAtiLIC DAT,4 C1ESfGN D�SCHARG£ � 1fOQ CFS DESlGM fRtOUENCr - 25 YRS DESIGA' 1�h4' ELfVATiON = 6f020 FT BASE 015Cx.a,4GE = 15� CFS BASE FRE�fifNCY = !QO YR$ BASE NW ELEVATlbH = 6!lfJB FT t7✓ERTOPPrNG 1715CHARGf = 2000 CF5 OVfRi0PP1NG FREQflEN�Y= 5� YRS orE,aro�Pfxc FrFVar�om = �i2.eo �r � DATE QF SURVEY = 9/14/2012 ws.�i�varson� ,ar oarE aF sua✓�r = soz90 Fr �i+5o t2-��a BEGIN PRQJECT 178r''.7.R,60 -c- sr.a �z+2o.oa �L = 618.57' P1= 12+90.00 �� = s�6.z� VC = !!Ll' �K= 56 DS = 35 MPH aRGPDS£D GRAc7E —, �' DESIGN EXCEPTION FOR VERTIC'AL CURVE K-�✓ALUE AND STpPPlNG SJGN7 DISTANCE. BEGIRf BRIDGc -L- STA 13+i7.Q0 EXlST BRI�GE TO 8E REI�IOVED END BR1�E -L - ST A 1�+9g.(JO - . �-- - ,� _�_4`y4�'�Y �_M1' ,i J `- �--�°--------- �.---r-�� �4 --``� � ------------ �xrsr�nrc cR,avF � -- � � i i j � � CLA55 !1 RPP RAI' � � ` 1.5:! (TYPJ �`?' � ��'� tr � 1 � i�, � y r � . un�C� ,assr�r�� sTRUCTUr�E Excavarx7�d � 1 J�� SEE ST�'�UCTURE PLANS �rYPJ BL °3 BM! -L- 5Ta �3-�59.r1 -L- 5Ta !3+55.58 l4.38' P,T T4,23' RT EL = &r3.75' EL = 612.53' 12+�t] 13+00 �3+50 14+04 14+50 15+Qq I MLUYFI Iv4ll YW31- 'WITM N�aJ4.LL G0.tlU'wp � sECrioN ,e_n. .��.,L � i.. UY. P � -'- °s'�^ -. ' �����—� �G&:i'.F°�'. IInER iUSS 8 4lPPh' - -- _ - wii u_OI_n.li�E - �... i eii r �-.EXIST _�,_..._��_�_.s_ l -J034J! g_e0 h o ip x w e.o r+ ti � 41 20 BARRY D. LEDNARp �B 18p7 PG 615 P! _ l5+90.C.L ;' �t = ��z.ss� � VC = 120' � K=19B � �S = 70 MPN Fltlp PRpdECT 17BP7.R.60 -C- STA 16�(10.0�J �� = 612,1�' 15+5C} 16�40 16+50 625 624 515 bl4 fiQ5 ►.�r �� / � � , ` � TYPE III 7 NPE II! BARRY D.O EOMAR� j'� ���,;^ / �I ! - - -- --�— — - --�=�- - oe �ao� Fc 6�s %o �p ' ' _ �c �� SMITH—ROLVE, LLC I PRp�ECT AEFEliENCE NO. SNEE7 No. l7BP.7.R.5D 4 — � �wE� �o. ROADWAY �ESIGN HYi7R5VLl[5 ��GINEER fNGINEER �: 1 -�- � G� j � �`����_' � � Qi r PR�T.T�iT�. RY I�9..�NS .�44��1`�,Q..��''E i ^�� � i. I f ', ' f ��'u,�`Y ��'i���Tf'u �11'�1(Il$�9Il��6� �i15����al��5g ii��. no nar ose Fo covsrRmcrio..� 1 � S 3D88 ,} ;�,�r [� i i e� l� coo ta��s< T��de si 5,c. ?��5 - — T1�IAGKE OAlRY ROAl� �y _ � _ __ �'/%.�,fl Q + � � � i�� c a���tte. +�� ?82C72 ' � � � �� � ( � �1 � �'C Gcar,se Niimoer F-G991 u - � -- I TYPE Ili � TYPE III I' , � /�Q'� � +3z7z ;� I Q i �' '� �� �a SSAO j � m h '4Q �'� � I � � �� BRIDGE '400248 � � /�'�B8 I � � i � LEE ROY HELMS and wife, �5� � / � n � o JLIDY B, HELMS BRIDGE 5KETCH � ` J } � I i Q �'S',� PERMIT DR.AWING OETAIL SHO4IWG 6RIbGE' REIATION5h11P FOk -L- OYER BIZ. AIAI.v1NCE TRIS�3TARY 3 � ' !� � � � � , � S D6 3880 PG 665 ;f a . �� � R�P �pF ; � � �� �p SH E�T � QF 4 �/l`'.. — ES' '. 1 1�.a b U �1 O � �, �, .s�� ., . r,� a� _ � * - - � N N � - -� - _ - — � � — � � JkMES W. SHARPE a�nc1 wife, L015 A, SHARPE �& 4308 P� 1168 DETAII sel 'O€ ARGlECiION �F ;4 . � �,y .���� s.��i , . ,. i-= _,�` 'c � c[Crz�^rt[ d � o F� .i t . . . � Rr�o ��N '.si. .� f. , fii�. ' .. 625 � � 4 � � �o ' .o�.00 %,� f r'` 5 ' .z2.c� � 4' -. � i� /� � 29�7 ; � � � � 2997 m � �� 'I � cX15 �� .�. �� � � � = � ' � i . _ ._ _ _ . -- � r--- - -- . � ..�- � — --- -- - �'X'�� �, r . q � � t � p_IV � :.;•- -°' � . . ... � "� ` ��-.,� �,"h' - J �5'� RC. . � F� � �. r � : a � �7 I � � � . i I i�. � � � � I' � �'-_ N 1_' i \J / F - �, � � �.. RCP 1 `r" TYj'� ILI �� '�" i �Y�-L-�,Jl�I GRAU-35Q 7L-3 �" F � - - _ I .. , _- I � _ � - REMOWE -- -J i" i i� - - - -- _ = � F _ + . --�-` _ -_ , I , � _ �_ — _.� �;� . _— _' ____. _ -_.. .- — - �..� ' .._ - ' — — '_ -' __-_ r� . � L __.- ' _.-_ —� ___��--YJ N 76 2G1. � � 4 R,'-_. -_, o . - _ _ _ ' -___ � __ __ -- N ���± _ q p. 'Q `� �, �� �-L- }, � �?y� r, C� � R �� - -- ., I m ' S 44' 0!' 4Q.5" E;' SR 3088 � 1! 1 ;_ .� ,!� M � � S 41' 36" f4.C1" E — ` � — �`�� =Y�'v�,a. — � � M rv'S + N yo � ,X.'�' � 4 VLO �✓ 4Lh � �r���6 ss� - b15 610 b05 � � �oa 8R1DGE NYD.RAULIC DAiA o�srcm nrserrnr�c� = rr� cFs DE51GN FREOUENCY = 25 YRS C1ESIGN hW ELEVATfON = &lG20 FT BASF 1}15CNARGE _ l500 CFS HASE FREOUENCY = 1�p YRS BtSE t1W ELEVA7JJN = 6lIA8 ff WERi0PP1NG DlSCHARG£ = 2000 CF$ OVER70PP1NG FREOUENCy= 50D XRS WERT�PPlNG EtEVAT10N = 6J2.80 F7 � DATE qF SURVEY = 9/I4/2012 WS. ELEVATlON AT DATE PF SUR✓EY = 6Q290 F7 3�+�o a2-�oa � ;, rti�l�'iC�l� �,qiRi 1��f3d _ 1 i�_ \.� J .{ � li�._ i6 2GI. � 4 4 R G' .� _ _.__— . '.__' .. �-__ _ � -_ _ _ _ - - — ._-. -_.c_ - y:.. . _ , � — — _ _-.�_ - _ F�--��-_�-�� _ � . , 1 . � - � - _- ----- �— � . -- . — _-- TYP� !II' I �_� '� � Y'fS�,� Ht ; . � _ �� — — �- F� 'j� � F GRAU-350'TL=d'�- —F "� !� i. . , �`�, "�/ GRAU-354 i1. 3 - . . - _ . _ ., : _ ' _ __ � -� .-.T - � ... _ �' �5 - ' �tiy�_A F ~ � v� —� M — — _ � ��� Pao,«„oro � r ' i � I ''-;'- �� �e� au' anP \ �'� � ._ � roE ' is t -c � `�.�:�.�T ,.: ?: N; � I SEC �ETAIC yl �+40.m �I� , L3 6�1 C( i= f� . � ' 2932.35i7�� � � � � � i �. I �PDE� � 1 f I . .,� +70.Q� d W J +97.� / 35A0.451XJ � � ,� ��`�- CZASS r! ftiP h',r+1' I 2932.45.m � a U !:L.4SS1F�Cu 57RlfC7CJ'Rf - � �''7 � Tfl TOP QF B�Fh; �L I N FNr�,V.4T1�N F , - i m � SE� STR(1CT��4A1 ,���et,�r� + m i �� � rv m m � i ! 7! ; � � 1 X� +�� flES7GN EXCEP7IQN FQR SUPER ELEVRTlDN � + Ar'v;7 STOP,PING SlGNT !JlSTANCE, 6EG1N �RO,lEC7 17BP.7.R.60 -L- S� A 12+�G.DC FL = 5i8.67' Pr = f2fsa.aa EL = 616.29' VC = 1f0' xK=56 DS = 35 MPH PROP�SEG GRAC?E � �-IJ * flesic,v �xc�?rron� Fo� vERrrca� cu�vE K-V 4LUE AND 57'�PPr'NG SlGh'T GlSTANCE. t3E�lh" BRlDGE -L- �TA 13+77.0� �X15T BRlpG� TO B� RE�dO+✓ED END BRlc7GE -L- S� A l�r-�49.00 .4(7pp� r -/L4400% �,', ( \,, µ, �"---- ;--�-----�---'-` j -'r-� -�---�- � �I \ !� --�-- EXlSTI,"JE GR.�� , � r � - � r I � ezass u RiP R,�r� �� � _o r.5:� rrrP.� � I � �� � -_.5� � �j �. 1 r � 4 � ,� UNC±ASSlFIED STRUCTURE EXCAVATICN +�i�Y! SEE STRUCTURE PLANS (TYPJ ec-3 e�ar -L- STA i3*591! -L- STA 13+55.&B 14.38' RT 74.23" RT EL - 613J5' EL = 6l2.63' 12+50 13+OQ 13+5� 14+00 14+50 ]5�00 �.:; y�. �� n�e�� wm� �lah� lein $iH �A h< _� RT PREFORME[} S_C�IJR HOLE 'nOT 70 SCALE FiAN VIEW - iws.i� ievp� .ut vwsi SfCIiUN a-A MPt Id +5" Oi 15� ���� � �. IJf�ON + � � `4���.,, �—'— -y ,, l�F€9. ;L.�gS B �lo�z - .: � ,i-- -ir.sw[lo% `-� l-10.8333% .—' P! = 15+4Q.fX? EL = 612.69' vc = rzn� K = !98 �5 = 7D MPN END PR�JECT f7BP.7.R.6Q -L- STA l6f00.(7Ci EL = S�PJ�' i5+5C1 e_,�a:. � ,u , � F� Q 2� e.aRRr o. �E�NaAo �� 1807 PG 615 _ EX15T __,_,� i-io3¢or ---1--�- ]b�00 16+5D 625 �zo 615 b�a 6�5 .�� m � C �G .� ^-. � � � �, O Z � � OI QY � C C (`�j Q F N[0 O. y v C7 ¢ W U � ~ d � � C w OS 0] '� U7 F C� U C O Q.�!7 c4 a E� O � W U � � � � � LL } � � � } � � d � � {n O_ V O i- E O c m � � ��mU � � Eu� Q� ° a � E o � a � � � � � � N � � � � F- = a� y ,y U ty � Q � � 5'��. C — U' � � � m � s as �'� � � �`. a U � 'C Aa o � F Q � c � � � w � Q w � J W y � Q � C E-1° � � � �' v � � � � � C C C A t� _ �p U — � € LL f1J a � � m a a� � �' �- o ' � � � �, o N U � UJ v N N n � o I O � � ro a o L N LL. n � d J (i1 z F O r L� U iL Q � � � � N l0 �0 O � Q1 a 0 � � � � R � �a� � • � � � � �' � � � � � � � V • • � � � � � y �e� �ne „ r r .�c� r� �F,� S?:t�! �_7 . �1onC rd _,,'!'r,, ,y1% � � _„ BEGIN PRQ,]ECT ITBP.7.R.60 -L- STA. 12 * 20.00 � .,L d� � L J A �41 �� �p � V �1X � �, ��L `V d� � V. 4� � 1L i V 11�� 1L���9��il\111��+� 'S,iJ� 1LA����p� 14� 5 � ������� �� ���i B U�� E R D RAW I N G _ s. �,zA� �n��� AP�QE.� �e. a�o �,�, , sH��� � oF � �"��.�y 176P.7. R.60 � , _ _____srw'e axoi.wo. ' v.w.aa . , nwxrvna. - -_ _I 17B F. 7. R.60 P. E. i 17BP_7.R.60 i R/W & UTILITIE5 liBP.i.R.6Q � I CO�STRl1CTIpN � - � - LOCATIQ�N: BRI,DGE #400248 UVER BR�4NGH OF BIG ALAMAI'1rCE T.RIBUTARY 3 411I SR 30&S (THACKER I)AIRY I�20A�D) � TO 5'R 3078 ° MI.LGPOI:�T ROlfD i\�QTE: THIS PROJEC7' IS �YUT IAf A.+lIC1�fCPAL 80i,!�vF}RRY. CLEARING ON THIS PRf1J,CCT SI{ALL BE PlRFC1RNiF'D TO TFIE LIMIT5 �ST.�4BLISHED BY �LtO�IFIED :i�lETFlpp II. TYPE Q� WORK: GRADING, ,�AVING,I7RAF11�A�E, £� STRUCTLI�RE BUFFER IMPACTS PERMIT ; '��� ' 0 c . ,'�ro��F ' Q o ;'�,�° a . 2 U z �� a �4 �� � �a U ~ z � � � � ENC3 gRIDGE BEGIN BRIQGE � -L- STA. ]d+a9.Q0 -L- STA. ]3;7Z60 � DESIGN EXCEFTIO.k' FOR SUPERELE6�3Td01�; YERTdCAL GURGE K-E'ALL'�S,.9A'l7 STQPPING SfGHT IDIS�'4NC�E.S. REV1510N5 TO RFR PER APPROVE6 VE-. ij REDI10Ed BRfDGE LENGTF� FRO�u 75' Tp 7�'- , 2} CHANGEp �FROM A 2-SPAN &RiDGE T� A 1-SPAN HR�DGE. � � PRELfMINARY PERMIT i bRAWiNGS � � SIJBMITTED�. 04-15-2�1a �i I�4� SUBr+tlTTAL a 5-178 ! E21tD YROj'ECT 17BP.7.R,60 -L- STA.1 � -h 00. 00 - - - -- - - - 7'O SR 3093 — � OI.D JL'LIA.�' Rfl:lD PF�ELI:�SI\r�R�r' Pi,.4\5 0o har ess F�na �ro�sr•ncctso�� � �� SMITH—ROW.E, LLC ',�II ��/ l��Tr�h �fi�?��ad A�s��4a���, T��. � �� � Wcst i �Ye St_ St - � , �o� n � ���c °���� ... ._z�.se r:�.-r�tF� .-�99; GRAPHIC SCALES DLSiG1V,T DATA PR� ECT LENGTH 1'L9N5 PREPARED FOR THF, �YCDOT BY: N1'DR4ULICS I?IVISIDN d�` HIGFIW.9}'S 'l STU/RALPH WHITEHF_AD ASSOCIATES, INC. �'�'GIh���R sr,�r� ox �=oRrt� C�iROLlt\�9 ZD �G d 2� 4Q A�T 2ii�2 = ��a 900 W'es+ Trade Sr , S+v, il5 Charfoiee, hC 23?02 _ i 7VG Lir a?te A'umber F-o941 o I,ENGTH !7F R(1�DN�AI' PRO ECT I7BP.7.R.bD =(1.Q�8 MILES 4m °¢ ;��PPo f, � r , AD� 2�25 = N/A � zon sr.�.��nnxn SPECIFIC.9TlO'�'S �r � A°r�• FLA1J$ LE?VGTH OF STRUCTU�2E PROJECT I7BP.7.R.60 - O.D14 !4lILES II• ���, �FfV = N/A � rc. �� I r- �R� S'IGViiTL%AE.- � � I � � z�a io o� za ao p- 3Q�o rora� L�:vcr.rt p� rRa��cr 1���.7.R.co = u.an .�rr�ES RIGHT OF WAY DRTE: GER.4LQ H. McCAUiEY PE ����-���°';� � _ rRn�cr evr.r�•.�.FR ROADINAY � `�� I111 Le1=11 i -��� T- 3% MAi�Chi 7� 2012 DESIGN �r l—� PRQFIIE �HORIZONTAL) y- 55 MPH EA�GINEER °° rprx' 4 2 0 4 8 SUBREC,IOt�EAL TIER DESIGN NCDD7 COIVTACT: VIRGINIA MABRY LF.TTINi; DATE: ETHAN_ P. WRfGHT, EI I`� I�I,� j� i I' _ j—� _ MAf:CH 7, 2�12 PAOJFCI' D,ES7Gh'ER -- FUNC. CLASSIFICATION: .-- —� �' � Tr�nsporlation Pragram M�anpgement Unit �E {'ROfILE {VERTICA.L} LQCAL sr�xnruHx: - ' ����y�'�`�� ALLOWABLE IMPACTS ZONE 1 %%' �/: '.��1��� � ALLQWABLE IMPACT ZONE 1 - BRIDG� $55 SF � -- ��--�— i - ��,�� � � � �� ALLOWAB�E IMpACTS ZQNE 2 544'O!'40S"E �� - � � � �, , � rrracKF D�lR�Y ROAD ALLOWABLE IMPAC� c�`'���' /� — - — --- — J - — ZUNE 1 ��'*� ';% !I, l+. ROAD CRC�551NG � I, f3zTZ � — NPE IRI TYPE III� j � p ! �� 2 3 S F a ssAO �' I ��a- -� ,y� � , ss.00 ' � ERIDGE SKETCN /� I ' OESAIL SHOWING BAIOGE RFLATIQNSMIP F4R -L- OVER 0iG AL.AMANCE Tk16UTnRY 3 / '��� � - - � 4 1� ;.,s�rr.�nP q .. ALLQWABLE IMPACT � � ,!� , � -� ; �• � j � N ;'/ }�C, ,;, _ � ZD%:� 1t /+P5.PP i/ Ir Q J" al �`� +22.�0 r� m �. � r � �T„ , : „ ROAD CRO5SING , '� � � � 29�' j f o _ —. � 157 5F � � 7 _ _ � ; ,: ; -- � d _ �f-'r _� � /; � I � _ � � t �`� �F � � i5" RCF � � �TYPE Idl � a,� • � REMOVE — c— — -- - -- -- +-- -- -- ---- -- - --- ' c . � -L- 44' 59` 28.5" E � � � q � S 94' Q!' 40.5" E SR 3a&8 THACKER DAIRY ROAD _ __ �_ �� T , �� _ - �-- _-- % -- =---- = _ — � _ _ — - -_ r - — — � r — � � ALLOWABLE IMPACT - � F -- � � G�u-35oir-3--- �� ZdNE � , — � e, T ,. ; .,,, RoAt� ��QSSi�v� �-� rvPe m f�, `: i�Y� �, ." � . 4 �-- —�- -� � .,�*,..otvku�c�ic7M � �1 .. (L �9� Rla Rqp . � ¢ 8� �EE Rav tiE�nns and w�fe, BRlDGE `9002�18 � JU[lY B. HELMS � � "s�s �� 3�SO �� 665 �UFFEI� DR,r4WIN� `� �°� q S H E ET 2 � F 5 i r� ' ° r + ALLdWABLE IMP,4CT � �oN� � � 1'i i� ROAD CRQ551NG tix�:� 4A�-�----____ � 82 5F -- =�'s �W.� k;rv 'y y riPE lll GRAU-35� TL-3 �- ` F �---` . � - _��_ � __ _ -- I _ -. - `v TR� �GI � � . G. � _ N . � � - _ -- I ^ _- _- 4 � � 4 R ' 4 4I �. _.�--. �__ S 4f 36' 1 .� 4.0" E � . TB 2C;1 � Q ° R R R �. _=�- =T� — — � — — -- — — — _ � TVPE III / � GRALI-3�0 TL 3 — T— '— — � � f ��. � ��.- - .- - � � _ ' I � -- - � �/ �� �� � � ---... - — , ,. �, - � -� � =x"' v, q ACLOWABLE IMPACi ZONE 1 ROAD CR�OSSING b4 SF j I � ' +� ti^i � � ��s�rr�x r�awE, �.�c f ��I/I�Il�Y�'��k�h���.4�.���cnart��, lf�i;�. � �o «�=1 T-ad� =f s�e_ �,s vhn!ICtie YC [82(Ji N L'�ce�nse ^+Nr'�Gnr F-,75S1 PROlECT REFEftENCE NO SHEET NO. J7BP7.R.60 4 FhY SHEEf NQ. ear.ownv oes�cN nvorsau<ics EN�GINEER ENGinrEER �'12T;LIhiiIti.�F<5' F�Q..�\TS DO NO? S;SC FO COI�SI'RL'LY[ON �, ALLOWABLE IMQACT � �aMES w. sHaRPE ana w�fe, 137 SF r,r: ocrk�i tao.cn I ,'.. m � � L085 A, SHARPE PI Sf0 11+82.71 2s3235 !. as 4308 Pc ��6a o= a°5����.g°r�r� � ALLOWABL� ONE 1 ' Po�—� _ ZONE 2 � p= t00.88'r7.7' N R�AD CROSSING � ss�ao�,4s.aa z�3zQSC� "y RUAD �RdS51NG o �er.�i� �: � r= 50.��• a 47 SF , i I � 259 SF �, R= b,d00.00' v� m PI StQ 15+93.17 r� ra€ � Na �e�iow m �= 2' 25" 26.5' !f?T l sin a�. _ F' � � - x ac e = MC o� � Ra = N�A � ALLOWAB�E IMPACT D= i38' ��.3" P��FaRr.��� scouR rro�e � '1 oi �o SCnLE „_ �`FfiE° s;'�:. t�s = aa �r?x ZONE 1- BRIDGE �' � � z= ra8.o8� �.�.rv ��Fw� t za '"°° �' g0� SF ALLQWABLE IMPACT r- �a.o5� � ZONE �I I R= �DL1.00� � w.�,....��nic�_,�,'��� BARRY �.LEQNARD a Po r� � �x OESIGN EXC�°TION FpR SdJPER ELEUATrON i ! ROAD 'CRGSSING *�� ���2� "'l � R o = 5 2 5' h= v K� ��� � �B i807 PG 6i5 tuc,,c� siR . sa ��oe ,, , �, 1 %J��D STOPPING SIGN7' D15TANCE. �� 44 5F , QS = 90 MPH fi25 620 ~ ='�'' �xr�r ' r�1 s�6j,�'- . ir� . �1 605 [III�7 � � 0 � gR1DGE NYL3R,411LlC DATA DESIGN C]ISCNARGE = 11Qp CFS 6E51GN FR£OJENCY = 25 YRS DESlGN M,y £LEVATION = 61(J20 FT aasE orscrraRS� = rsoa Cfs B.Y�E FREauENer = ro0 rRs sas� �nv Fc�varaoN = srr.oa Fr (NERTOPPING D1SC�`PARGE = 200Q CFS OV£R70�FYNG FREOUENCY= � YRS ov��rroPp�HS �cFVarroN = s+z.ao Fr pAT� pF SURVEY = 3/74/201c' H'S.E!EVATION ar Qar� o� sur�r�r = saz� Fr 11+�0 12�44 BEG1ld F'ROJECT l7B�.?.R.60 -L- 5! A l�+LU.UU � L = 618.67' PI = 12+9t1.Qb EL = 61E.2J' VC = 110' XK - �`6 DS = 35 MPH PR.OP�SED GRAD� � �' DESIGN �XCEFTJQN FCJP, +✓ERTICAL CURVE K-VALUE �Nd STDPFlNG S1GHT D�5T4NCE. BEGIh' BRIC?GE -� - STA f3f77.p0 �xlsr aRr�c� TO BE REMOVE� c ND BR1pG� -c- sr� r�+�s.oa - r, -- - - ..._ _ _... � �� � � --fi--------- --- �4 --- �---- —_-- EX+STING GRADE __i� � f � f I 1 CLA.�S !I RIP RAP �f _:( l . 1.5:1(TYPJ 'u' ` � ir . \ ! 5 . � vj � 1 1 ! i �� C!l�CLASSIFIED STRUCiURE EXCAVATIDN � � y�f SEE STRIICTURE PLAIVS fTYPJ BL - 3 r3M! -L- STA 13*59.I! -L- STA 13+55.58 14.38' R7 79.23' RT t L= 61375' E+_ = 612.53' 12 f 5fl 13-�00 i3+50 14+00 14 +5� 15+0� s�a� r�.�,°'�P n', `w,.°m,..rR °in.;�� o ; SECT�Urt W-F r�� e �a eoa �e�� ���`°� ` �- ° s . ��fto„ - _ ��- - -� ,,_. uaea cws e ai:ow� J' -- .- �,���. atn�tr�,:t - ., . � -��� < �C10✓ �-i0.P,333% _Ex15T ----------- r -10.3�a� �+ P! = 15+40.OG� EL = 6J2.69' � VC = 120' + K = !48 175 = 70 MPN 1 END f'ROJECT 178P.7 -L- 5TA 16+Q�J.DO FL = b12J9' 15+5C1 �6100 1b+5C1 625 620 615 � .�� .1� "����}��y ALLOWABLE IMPACTS ZONE 1 TYPE III TYPE III � \ � \ \ \ � — —�-- — - —� •. • �.. �. � � ALLOWABE.E IMPACTS ZONE 2 � �. C� _E- � --- � ������I 544'D!'40.5'E ; , . �, r / / _ � rHacxE o��r Roan J _ _ . _ � _ ALLOWABL� IMPACT �,o`'�P ,' ` r;' � — - ZdNE 1 : � : r I; T�� - ROAD CROSSING � ;; � j2.,2 � � TYPE !II TYPE II� � 23 5� � 55.G� r'+ � � f � 55.00 i I � � BRI�GE SKETCH' / � I bET�.IL SrioWlrviG �RI�GE AEEATIOnSHXP FOR -i- OVER 61C ALnnuNCE TRl6NnRY 3 � �� ���/ j g ��' << ���.�^�� ' � ALLC7WABLE IMPACT �j � �� �'° � ; v � Z�NE 2 ,� ,asm /�� ��v-� � �i�'' Fz2.r,� a � ROAC► CR05SING %r �' 29s' ; ' _ r_ r �5 n, , � — ,-� ._,` �' �. � �.-,� % �r � T�� 5F � ,�ar x ,° i � ei _ ` _'r' f _ x , I �° .; � -= i / � � `----`� '� � Q- i N — r , " � j� — 15" ftCP f - - - --- . . _ _ T7'PE tlf - i a ���uave ` _ - - - _ — — f -�--- � - � N � _�_ �]ti �� �c�.Jr'� � _ O, . =_ � � 5 44 QI' 4�.5" E SR 3088 � ° THACKER DAlRY ROAD ALLOWABLE IMPACT ZONE 1 - BRI[]GE 855 SF �.. ALLOWABLE IMPACT ZONE 1 ROAD CROSSIhJG 59 SF �,Y O �� SMITH—R � i�YE, LL+C � ��Y / ;I���� '�a��@x��� t���s�6����s,1[�s�. 9CU N=sl T.ac St., Sie. %}7 or i�� n,e zezaz h�. i.:=.� . N ���� -os�� PROJECT REFERE�CE MQ. rreP �.R.�o w�v SHe�'r h�_ .OAOWAY 6ESICaN fNGINEEk SHEf� NO a dY�R,Al1LIC5 ENGI.NEER PRELIMi.�'.�Ri' Pi..9\T5 O9 NO? C'SF FO C9v9TRt`[TIaN � � $� BRIUv^E '4Q0248 � LEE ROY HELMS c�nd wif�, ' ° ,� �"oY B. "E`�S B U F F E R Q RA1/VI N G I *� �'PS DB 388Q P�, 665 SHEET 3 OF 5 � r �°o� Q � ' ALLOWABLE CMPACT � j 2QNE 2 � II ROA� CR4551NG �, y !}� ?.,, ��,4------_ F 82 SF -- -- 4x���iN�� n�r� _ -- - /x., s .` — -- - _� � � '. � TYPE III GRAU-350 TL-3�.. ' `- - � � F - � � . - ; � �_ � _ � _ ��� q TB� 2GY � .._ R N N� N �v ---_ -- - - - - I . p � � � Q R p -- ---- � .. s 9r 3�� ��.� � � 4 � 4 � tr � TB 2GI R � � 4 ;n ,. - � -- -- - — - - — - - - -- - - — - - - - --- — — - — � _� ___ — _ ._ _ . ---y-- -- — --- — -�=--'— � � -- — _ — — � - — _— - — -- � — — — ---i�S � — — — F,. ,��'} �� ,� ' .,.J . . - .�`�- �---- F �= ._� _� �.� _, _ GRAU�-350 XL-3 ^ � _ — 7 ...� � , i — �� � �- � � � — � �` _ - �� TYP€ III ..� '� � d � �.� �� TYPE Ill � _ . � T � �- . . — � � ALLflWABLE IMPACT � c�u=aso�r�--- �;` t � x,,, --�� _ � �O N E 2 �' ,, h� �X � ry v- ��.� —�=� F � --�— -- -- — _` � i �xsr �.-> �,-�, RbAb CR�77SSING � � � o,E�,�o� , <:� ; ��yi � �� �sT�,��� —1 a -- � � ��� �.,� � a�e � ��� ;, � ALLOWABLE IMPACT JAMES W. SHARPE ontl wiie, �37 sF i�_� o[T�i� . +aa.o� .� '�.�.. ,,, �V �ois a, ss+a�aE Pr stQ �t+82,7r ALLOWABLE IMPACT z9�z,.�5 ppe "` ZONE 2 � ❑8 4308 PG ir68 �= 0'57' 47.9"!RT) ^'' � � �ONE 1 t7op� .�,,on a RUAD CR05SING `D D= 0'ST 17.7" * ROA[3 CRUSSING � 35�o.Q�.�o ! zs�2.as.crr.� "' o L = l0�.88` N ' DETAIL :,i T= 50.49` q 47 S� ry ' � 2��% S� in P7 Sto lSf93J7 ti Toe eao,ecTio� R= b.QQO.()0' �n � m ! p= 2° 25' 26.5° fRT1 srk i. n. i_ x� �y "" '' X'� �- N� ti . J� PREFORMEiD SCC?UR HOLE -� �,4ta-� Ro � n+rA r� ALLOWABI.E IMPACT � � �= r 38' +3.3' F;�� as - 4n Mp� ZONE 1- BRIDGE �`' � � �_�a8.oa, ��aTTO 3«�E �� d� '� 8�7 SF � ALL�WABLE IMPACT + ; �= 3 5 t i o. o a """ ��E"` _- KS,.,.,TM��RauN;. zo .o F� o�crzrn�r . + � Z�INE � � xx� = Ci'.�P.r7 . ��'" ,n �•. BARRY D. LEONAR� �� p�5���r ErcEprror� �a� su�°c� EcE��.�rroN ; ROAD CR0551NG '� �o = 52.5• �x R�� �� aa �eo� ac 69� ` , , ` � AND STOPPING SIGH7 �ISTANCE. ; , 4� S� DS = 40 MPk , „ _ �`1S � i� � ` x , S�♦ .�. .�( !^i �IA Ix r�f. i- WI '.r ll 625 _��— 520 -- �.xi ��13.& b5'r� 615 610 �o� x ti � 60p � J � 0 w BRlDG� HYDRAULIC pATA DESlGN DISCNARSF = I100 CFS 17F$dGN FREO:lENCY� = 25 YRS fJESlGN HrV ELEVAif�N = 57020 FT BASE a15CNAR6E = c500 CFS BASE FREOU£NCY = 1{Tp' YRS BASE r-!w ftEVarrpN = 6n,ps Fr �reRro�Prnre o,scx.�?�E = z�o cFs 0✓£RTO°P1HG FREIXlENCY= 500 YRS w��roParroc ���varroN = srz.aa �r parE QF suRVEr = 9�r4�2orP C4S.[tEVAT10N - 60290' fT AT OaTf OF SU.H✓Er 11+50 12-�00 &EGIN PROJECT 17BP.7R.60 -L- STA 12f�0.00 EL = 6r8.67• Pi = !2'r 9�.00 EL = 6f6.29' ve = rio• * K = 55 b5 = 35 MPN °r�0!'OSED GRADE � /�13 "_ x pESrGA� �1'�EPTION FOR VERTICAL CURVE K-VfiLUE AND ST[1PPlNG S1�NT DIS�ANCE. ,�EG1A� BRl�GE -L- 5TA 13t77.Ci� �XI57 BRIIJGE TO BE REMOVED �NC7 BRlOGE -L- 5TA l4+99.d4 ,. -- - _�_ - ���L - -�--------°--- --- "----- '4 �l �~ - --'-�--4-- EXIS?1NG GR.a,�E ��i' t 1 � i r cLASS tt Rr� RaF � r -,• � :�� � f . l.5:1 (TYP.) �� �1 1 ^ ,\?' � 1 f �e UNCLA5SIFIED STRUCTURE EXCAVATION � � � SEE STRt1CTURE ALANS fT�P'.1 ��J �L -3 BM! -L- STA �3f59J1 -L- STA 13+5�.62 1�.38' RT 7923' RT EL - 613.?5' EL = b12.63' 12+50 13+00 13+SQ 14+0� �4+50 15+00 p �e,°: Wn„``n �,o��Pa��ler�lmr� � s�crio� _ n _n �rre �a �s ov ie��� �.� .o� f_ - e �,N -. � ,_.: �I - '' ''°„�°� ;"°�`�--� "vou.�`� - �=Ln55 § FI�Me —_ __ �i _ � � / EX15T _�` ��„---- d -1Q.340f � - g=n 0 +� o=�q tr w-<n n rvui '-' (-10. P! = 15+4CJ,OQ EL = 612.69' �� = 1zo• K = r98 DS = 70 h{PH ENl7 PROJECT l7BP.7.R.60 -L- STp. 16f00.00 EC = 612J9' �s�sc� �6+ao ��+�a 625 620 615 �14 bas 60Q i--- N � W ^ � � �, � w O t�i U � � � ma ,�� W p � [Y �+ ¢ --- ~ � o O � � W J m N �r� (J � �v � � O �c � C � wn o° N� J m N � � � O � � � O V UJ � V �' � � Q� cw N „Q (�' Q w .. co � � � Z � � Q p Q `� � � � J � Q � � co w ,--, to � d � � � N �"' U '� J (� � Q a � a � � a � � w � � o x W � � ,� m LL � a �z �m �� x �o � � 0 � o o � � � LL "J � _ Z N O � F ¢ � � m w Q N J � � Q � d � � � O U v Q' N ~ N � r � z .`i W � - Q �- � � � � NO SiJ�tV�Y REQi�IRED FORM PROJECT TPdFdRMA'TZ�iN Pr•oject No: Sti-.# 40Q248 WBS'No.• 178�.7.R2b Counry: Doczc�rPerit P+'�ject Trackiirg Na. (hiler�xc�I �Ise) �.� �._ _ � � �._.. __.__ _ � ��-os-naas i_ Guilford PCE or Miniinum Cr•iteria Clteeklist F'�4. No: 1�T/�1 FurzdirJ�: � State ❑ kederal Fecl�ral (�TSACE) Pernaill�erlr.�it�ed? � Yes ❑ I�o Perf�ait Tyl��: NWP 3 r�r NWE' 14 Pf°aject Descriptio��: Replace B��i�l�;e Na. 24b ov�er Bra�icl� L3ig Al��ma�ice Creek c�d� SR 3088. SUMMA,RY QF GUL�'CTI7AL R�SQiTRC�S REVIE� Bi�ief cl'es��riptian r�f 1^evie�v erctil�ities, ��eszslls� o f re�+i�1�v, c�rxc� cancfusrolrs: Review of HPO c�uad m�ps, HFO GIS informa�ion, hi�t�r�c desi�natioa�s roster, �ti�d indexes iv�s unc�ertalcexi on 1-lugust 24, 241 �. B�se� an tf�is �-eview, the�� �re na existin� NR, SL,, LD, I?�,, or 5S pro�erties in the Area pf Pote��tia] EfFects, whfch is 75' frarn the cer�t�rlk»e of the b�•id�e each way �nd 300' frorn each ei�cf. �he�°e is ��ie structure withi�a the APE, �nd �urrent Cruilford Cauniy �IS/Tax iti�fo�ti»ation iitcficates that it rvas c:onstr�icted in 19�$ aiid is � �u�rciein mobile horne {5975 Tfiacic�r Dairy Roac�, PIN 06-0��-Q2�3-�-{1278-S-Q�6). �oog[e Maps "S#reet Vie�v" con#7rms thai it is r►ot F�istoric no�• eligible under Crite�-ia Co�lsrd�ratiar� G, A��arcel t9�at abuts the ]3ricige Gontains a c. i 911 hausc (4114 Wades Stc�i°e Rd, PIN OG-D4-fl2�13�Q-a?79-OQ-009); llo���ever the itouse and r�[atecl outbuiidir��s are locatecE along Wades 5tore Rc� �tpproxiinat�ly ],OQO' feet satst}� afthe bridge location anel wili nat be affected lay t��is pyo�eet_ There are nc� histc�E-ic struct�u-cs �vit}li» the AP� and i�o su�-vey is ree�uired. in addition, Bridge No. 24$ is nat NFt� eli�iUle basecl on tiie i�(CDOT Histaric �cidge I�3ven[ory, Brief E.r�lar�aPin�� of ��vlay t1�e m�ailc�hle infor��nutiur� 1�rv��i�les a r�elicr�rle basrs fo3t recrsoa�ably prer�icting that tlxej�e crl°e rzQ ultic7e��tifrc:d I�isfoi•ic p�•r��e�•tic.s in t�re 19PE� �IWQ c���acl maps a��d G15 ixlform�tion recoE•r3ing NR, SL, �,D, DE, and 55 properties for the GuiEfo�•d Cp��aty s�iivey, Gui[ford Cou.nly GIS a��d t�x infe+�-3n�tifl��, and Goac[e Ma�s "Street View" a�-e aonsidere�i valid for t17e �7ui-poses �f c�eteR-mi�ainb the likelil�o�ad of historic res��urc�s being preseni. '�liere are no Iiistoc-ic reso��rces }�resenf ai��3 no suz�vey is rcc�ui��ed. � SUPP�RT DQCUMENTATIC)N 5ee attached: Ma�s, Tax Cards, RINDING'�3Y �1CDOT CULT�iR.A.L BES_C]!LI.C�f.:.E.fi FR�p_FESSI�NAL N(J SURVEY R�QUIRED ������'�La�r �HJSTORIC ARCHITCC'['C�I2�� (CIRCL� UN�} I NCDOT Cu[tural Resou3•ces �S�eci�list "Na Su1 va), Regiai��ed ° f�rm for' Mlinor ?)�nn.r�urlc�ria�r Nro�rttts a.s Or�ulrfl�d rn liad 10P7 f riigrwrin�aUc A�reerncnl, Nt'UUt'Archc�eofygy c4 Hi.xl�ric;9r�liilecr��ie (irarrps ��, x I �.�� Guilfard Cat�nty Pi�operty Card _ _ __.,.... __ .. . _ _ Guilford Cou��y �'roperty Recorcl Carc3 Parcel !D: �6-O�1-0243-0�a278-S -OQ6 Dafa Uplaad Dafe: Pro,perty.4ddress: 5�7� THACKEF2 �A1RY RCi lnquiryDafe: --�.l,�, �nLV�`�v..`-j 'z' �, y q>'���� $ ° ��'��."+�` �,_..__ 1� �_'`."^�-�..'_�a°r -a ,: �.. _ . - --- � 4 SY �tj�4' �.y��� k d� f �� i � 94 yy ,_Y 4.. }A + r kti �-�� �"�iry �S�u� � .�+r ,� � s '� � � .�'`"� s� ' � . � �� s ,� : ;,� !, , � `' ` -� r �i� � F , __, � � � �. ._ � '�''� � y1Ek Pa�e ] of 2 NA NA � ! ? ,� �.�,r r > -.t �§ :� f - r-;-• r� h� � r- � - t f 3 y �^` - �y: a ��"`# F} � . ` t . ,�'i � � �� ���� vI��.L.'?�1r5L��,, � �}' �z � �� . , � =4�, "Y- r� �.�,� �-,���;� �� `�;, �� �,' �suru�i�r���E�r� ���'S'��, �� �ix��"�y �ri �� �v` r , �� �;���s ��` � .� �� -��'"- QAf<(tIDC��r C�S�P�C w �' 3 ' ' r � � � 1 � "�w � �` ��'-�� : ' £ �' �+� , ,� {r r°� A ,�,i 1�����, ,�, ° a �+ t,' � �� I;�RNER.,VILtE `� � ;�a �°°����## 5�,.�,wr��; r r �i �� t � �5 � r � �'ei � �r � � � ,q�F` 3 ,�� r �} r� � i y �'�y� � �r•� �`�r �'��_ +:.�� �" y � �`�-� R���J.°iE[�f��t� -�<F'.r�EL�hJ �, r' �° � -,�r�. x „*;�- a f' i , , ; � �� : � � "�`yi : ��aLIf�LIhJGT�3+1 ' �€ �1 � � � t i �:Y � �c t' i , � s t ' t `� . � 1 s � ti? �� S �,L �F� .� �,. , � � i, � � �s i�' :. t �}'iP ;� fJR�v�E� �" `� � _ � �, , _i x T�a4fJ�.� � �f �� €i ,p`��,� i, ' �` 4�` ,_ ir' � c 1 �? �� � '� �J } 5�.� if��fi PUIIVTw y�x �, . a � .: � � �'' � �, -* .,F'L�.S1�N1- ��',f�:C1Et�! � �, ,�. �`"� �, ,��� �j -'G�x�ry ' �,.}a� f� x �I °..��£i _Y� i �" � � �`� � �"?� ,��.A� ��� 4 �� �y�.r t'T�.�r��TY E ��} � � � � �� { g i� .� ..> � � � � � �?'' � , �. 7 � � _ � {' � � �' , ' + �� Y . � � i +� � �,<. 3' �,'k` � C�5 ,_ p` �i��' �ry3 S"� � "at� r .-�.�t" �5e � �'°`r`��f� ,�k � _' ��� 7. L � �' � -:� � ���. �`�� ' � ' ��� � � � f � � r �3 .. � a t � + �' ,� � �� ¢C� �', �' , � � ,'��. � � `�, � � �+armer +M�iE� every efFort is r�iade lo keep in(oemation � � „ � - # �� .� = �".? � vir�P,� a�er �he inEernet accurale and u So-daie, a �? '� "'���{�' `� '�",` �'` '� kr �,' °'� � .,IPFnrd County d'oes �otcert'rfy She aus�h nticliy or � r�, '� +� 4� � r� r ` r{�', �-�'' r �� y �a' 3cy �f surh infurrnatiort. I�o warranlies, express or z � ,�� � ,j� .:, � � r �-�,,, �k ,� + rr � ��, � � ��iicd, ara proviUed for the records andlor mapping dala I � , , �y � f�� . , �4, �, ix RS �. , � ' {, ;� �i cr._in, or for lt�eir use or interpretafion hy the User. .::a.'�.Y?�� r.. � . � ,- . * ';� ° : , _ � ':� � - � , . „ .��..� _�,�y. °�5 .,����'_=_ _ .._ i:�:..��_��. �__,... _...._._ _. C3rti�sier ; Name: HELMS, LEE ROY ; HELMS, JIJ�Y E3 Address: 5975 �FHACKER D,4.IRY RD ' Cr`ty State �'iP� WHlTSETT, i�C 27377 '� .___.___ _. _..___ _____ _ ..----_ _ ,._.__.. , ...�.,.. .�_.__ _......_. .. Propert�� Information Descrip#ian: Loi # 2.47 AC STARR 5R30�8 NIA Legal_2 Parcel Size: ��47�Q Address: 5975 THACK�R pAIRY i�D Area as Mapped: Llse.• MANUFFlM-RESIDENTIAL T"ax Dlstrpct: Z4nin Residential � unit per acre Manu�actured Housing dsstrict �" (RS-4D-MF-B) �oak-Page 3880-6G5 3809-�10$ Assess�d 597,50[i Sale Uate 51`i 5fi 99� 5I15/� 990 Building $54,600 Sailes �istary Pri�e Type �72,5{l4l $8,{�00 WVarranty Deed T�ta1 Ap�raisal Values Dut 6uilding �D Q c�alifica ti o rr Qualified Unqualifi�:d Land �42,900 RE5IDENTIALs 2.47 �fl0 Imqroved Yes No Deferred $fl hiip://bc�is.co.�uilford.z�c.usl�uilford_i�e�,�/pro��erryC�rcl,aspx?PIN=0604�2�3�027�� OOb_.. $12�12�11 Gt�ilford Cow�1y �'ro�erty Card Page 1 o:F? _ _. _ - _ _ G�silf�rd Caunty Praperty Record Card Parcel lD; 06-04-0243-0-0279-DO-D09 Data Upload Date: NA Property,4rldress: 4� 14 WA�ES STORE R� Inquiry Dafe: NA �' � � 5�� h'�..�aGr�,��',1 �wUt•,4tv4ERFIEL�3� ���.� f21D�E=���'''� i«r<rti�rs�rit��� R _ Sr �; � REEfd.r,E�.�" � � r:in.rw� ��T�� o,,��r r� r�� F'GC .,z,..,, L7 �f rc�r�� ?rscl:;rmer: VJh�+le every etfort is made So keep informatior �r;vi��'ed avertt'�e intern�t accurate and up-to-date, 3i�flFord Cnun9y daes no1 cerli(y lhe authantic�Sy or �: �ur�cy oP such information. No warrar�ties, express or rcy,li_d, are provi+�ed for the racords ar,dlor mapping da1� ;erein, or for their use ar interorelation hy the User. U�YII�x Itilame: LE�NARD, BAi�RY Q Address: 1151 ROCKCRU�H�I� RD City 5tai� Zip: LEXIfVG�OiU, NC 27�92 ,_�.- ---- , ......._._.._._ Property Inl'o��mation Descripfivn: Lot#� 12�.88 AC S3A�F2 l�/A �.egal�2 Parce! Size: Adclress: 4114 W�!QE� STC3R� RD Area as Mapped: Use: SFR-AGRlIHQR� 7ax Distrfet: ; Zoning= 121,8800 AGRIIHCIRTs �21.88 1Q0 ._._ __._-_ _ ___..._--- -- ._.__, _...___._ .�._.,:.._.__.. Tatal A�Prais�l Values Assessed Bu�lcling C7ut 8uiiding L.anaf Defarred �72,542 �2�,300 $0 $599,500 �548,258 t�tCp:llgcgis.cfl.guilf'o�-t�.nc.irsl�uilFnrcl_newlpropertyCaz-d.aspx?PI'�=Q60�0243fl027�0�0U9,.. S/24/201I NU SURUEY REQUIRED F4RM PRQJ�CT INFORMAT�QN Project Nca: Str. # 40024$ Coz,rrrly: Guiiford Projeel 7'rackrng No. (l�rferrral UseJ l.l-QS 0048 WB:SNo: �7BP.7.R.2b8 Dnerrnrerrt; L,If3R/PCE or MCC F.A. Na: Frrrrc�hag.� � State � Federal Fec�e�•crl (U,SA�'E) Pern�it Reqtrired? � Yes �] N!o 1'er��r�it Ty��e: NiN 3 ar NW 14 Pr°oject Descri�tion: This 2indertakirag involves repfacing Bric�ge No. 2�8, in kind, with a new structure ave3° a t�raneh af 13i� Alai�ia�ice �z�eek an SR 3088 (Thacker Dairy Road}. The Area of Potentiat Effects for this project inclEicles 75 ft to either side of th� bridge and 3Q0 ft from �ach end, s�ii#icient ta ca}�ture seuera! bridge desi�ns. The entire AP�, is to be consic�ered for �rchaeological ass�ssn�ent. As a replace in-place project, howe�er, this archaeological assess�»ent �e�atcrs �isl tl�e e�istii�� 60 ROW� no »ew, R(�W is proposecl. S�JMMAitY OF CULTURAL RESOj1]�CES REVIEW Brief descriptiorr of'revrelv c�clivr`ties, resrrl�s of review, crnci corrcJarsfvns: Aerial �aaa,�ping and topography was examinecf. The adjacent terrai�� is a�o���n s1o}�ing hill from the north and a f]oadplaiii a�i the sdi�tl�tivest c�t�acQrant.. Records at the Qft`ice a� State Archaeology were review�d. USGS t�uadrangle r�iapping depicting previously reviewed areas aerd site Iacatio��s was copied. No previously documeRted arcfjaenlogica! sites were noted, nor w�re tilere any en�irQnmenta! reviews in tl�e nearby area. For this project, n�i3ch ofthe APE l�as t�een modifie� by the existing road. E�peciations fhat an ontaet or otherwise sieni#lcant archaeoloaieal resource mi�ht be iinpacted are low for a re�lace in �I�ce project. Brief Ea�la,�alic�tt of �vhy the a��rrilr�bfe irrfor•uratiatt pr•arlcles ca relic�ble bcrsis for reaso�acxbly predictirt,� thczt there r�re no urticfe�rtifre�'histor�re��ropertie.s ifi 1he.�lPE: Tl�e i:ndet-taE�ii�g involv�s �-e�l�cin� a�n existing brrd�e in-�:ind. No archaeologicai sites h�ve been recorded and d�c�imentecl ���ith the Offce of State Archdeology. A revic w o#' AJational Wetla�ad L�ventory �ia G1S suggests a low, goorly cJrained soils are a�� eithe�° side of the ht-icige aloil� the ereek crossing, Wet soiis aft��3 have law arcl�a�c,logica! e�;�,ectatir�a3s. TRiis is a sma�l undertal<iifg. Much af tfle APE has been dis[urbcd by tlie existi�tj iransportatic�n feature, bricl�e No. 248 on 5R 308$. Whide dter•e inay be mirlor ditch-iine ii��pacts, dha width of tt�e ROW ]i���its, 6a ft, shou[d 3�e maintaiEiecl. These Fact�rs suggest that undocumei�ted, si��aifica��t and ui3disturl�ed arc�a�c�lo�ical sites are unli�el_y to be intpacted �vithin t3�e AP�. SUPPORT DQCUM�N�'ATIdN See att�cl3ed; USGS c�uadran�;le {Mc Le�ns�ille}, aerial showi��g N W! data [I�1„DI1�3GBX L'+I�'DQT �ULTURA.C, RESOi7RCES PRQFESSI4NAL �} � " �°;� RCHFIEOLQGY rr �-�ISTOI2IC A[tCHI'fECTURE (CIRCLE Ci�CE) �•-�. . ,-:�-�., ,�'. � ���y.: .+�F f�/, ��L �.. )T Gu tural Reso��rces Specialist 9131 /2011 I3ate "Nn Srrrreyl2equtr��1°' fprxi j�r �Llu�ar 7'rnirspnrl�rlr�n f'nofecrs ��s t��iaGfied u1 du> 2�JQi r'xoorsrmmafic Agreemer�l. +�'('DGl'.4rchnec�fo�1.� & Flisionc Archrlec�ura Grmi�Os C-�u►! �.� ��� .A .—yr�;,�r , 'y�:� C 1 . k� � ���.: �tD h `.+ -'{` a. � -� ' e'i.,' tr L �.�: i�... s�' . � � ,�t�t' f` •a .:�� �M1�t ? `;�. � • ' •��. '? � ' r t �ai Y { a„ ' � Mi ..�. ,�1�,'�. �,�g +' �` i' , i r - �� � s^^"�� .ity . k �.. ,,, : "7�'i i _ �'�L. �' ��' .�+(Ci�' � 'f�� '�`� _'• . ^ .'0. a � 'p ^• F `�, ;V ��� b'��. , . �,a,'� ,�K�j �y ' . - � "' 'F � �� K itid' 'a� a�.�z��;i. ? d.c1�� &.` . 1 y.T '. ' , 4 � � � � • � A. �+a Jt� �� ' t . ' * S=.#�f ��7� 5� 3 F t- ��� 'k I�`� � •. �. �. ' ^:.�M �����1 � � � •�: K.:• .� � �. ' .n-n ti ',. -�ll k :s � t' LL'��'+ �. r r r, M1, . y: ti� ^`R'0. � t' • i' 1 "� z`' v». i -+�� � . - •� Y� � "�r : 4 .1 �� .tir:. f � ` � . � . �� .� �•,. r� ''r .� .�. p �/ �: �� A'.,�. • y. �'� i .?!�a 1"�AS�' F`�i:. ' r �.ti, :� ' �s,. sIt . i� � �`�. ��_3� . F`i . h �' } • � '�',{ � !�i _r i � ,� �-�-,• �� �I ' , , �� � � ` ` - � ,•` ��:x� � � . ,� ,_ ,, � $ . d�i . .,� _ ; . � '� � � ,: ' �' �r ' � i�� �. . � � - �r � , .'�.r.: i � �. � � - -��� ` _ . , - _ 1 • -..- �.:,,>,,:n ; - -,�. -a� �,-� - _ a � ��a: �: � -;,, �. � �,.: � L � �� • � � h � � �.� � . � �• � ,: � �, � .;�, �+ � , r+.� 4 *' . , .,� , _ �� �� . � � �+ QI �� k'� • n�F y4 -f- ' !• � y�s t � : • - � � I . . � 1� � .'�Y � _ '. . k , � . � �l%f . . �� .'� �� . 1 �; � �_ ..' .' �,C: .,it. ''+'+' ' n •r,.�.s� :, � _ 'iF y W�3 �j' 1 p'Jy� i..' � '� T�.� :.r�`� ' r� � . .. � l ���.. 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' . i ?�;.��� �-� �,. �. � . a . _ 4 2U72 �n lish Standards & Quankit Estimates Name: 8rad T Smith, EI Praject Engineer: Joshua G �alton, PE, CR�SC CONTRAGT# C262923 CpU[�TY GWl�iard � pIV, 7 FIP #t SF-0OQ248 LETfING STAN�ARDS NEE�EO: bETA!!.S NEE�EO: 76p5.09 (TSF) 16flB.41 {SSGF) 9$32.03 (R15T-�j 1633.01 (SC-A} 7822.01 (T5�N) 1633.07 (S��-B) Watt3e i635.02 (PISF•B) -TRSC-A with Matling & PAM 1fi37.07 (MAi7} # OF YEARS'FOR PROJECT CONSTRLICTIDN D.5 YRS MAINTENAt�lCE FAC70R 1 25 CONSTRUC710N ENTRANCES i#pFENTRANCES: � FILTRpTION GEdTEXTiLE REfllliRE� 0 SY CLASS A. STONE RE�'UERED 0 TONS SPECIAL STILLING BASINS NO. 6F DRILLED PIERS 0 iS OF SpECiAL STILLWG BASINS 0�A FILTRATIDN GEOTEXT�ILE REQUIREC] 0 SY 5E171MENFC6NTROL6TONE 8 TON tE DF 5lLT CHECKS TYFE A with MATTING 8 pAM 2 MATTi�lG FOR EROSf�N CONTftOL REQUIREn 1a SY POLYACRYLAMIDE (PAAq) RE�UIRED � �g # OF FEMPORARY SFREAM CROS$IN{',5 0 Fl�TRATION GE07EXTILE REQEJIRE� 0 SY TEMPDRARY PIPE FOR STREAM CROSSING 0 LF SE61h1EN7 CONTROL STQNE Q TON ERC3590N CONTRpL STONE, CLASS 8 0 TON # OF CSX R,qlLf20,4� BRIDGE CRQ591AfGS p TEMPORARY SILT F�NCE RECiUIFt�❑ 0 LF FlLTRATpON GEOTEXTdL� REQUIREO � SY A��DI710NAL PROJ�CT INFORMATION RIPARIAN 6UFFERS (50 FT.} ON PROJECT YES �� HIGH 4LIALITY WATER (HQW) ON PRpJEGT ra0 � I QESiC',N S7AN�ARDS IN SENSfTNE WA7ERSHEDS (dSSW} YES � I 303{d) ST{2EAM FpR CONSTRUCTI6N-RELATED 7lJRBADITY i�p �. BpRROW EXCAVA710N qUANTITY 0 CY CRfNPI:NG SP NEE�Ep pN PROJ�CT� Nq CCPCUA PERPiITANa SP REQUIRED : NO SPECIAL PFtOVI'S[�NS NEEDEp; 1. SEE6MIX TYpE: Eas4 3. NU7F21�NT MANqGEMfNT TRAI1+lWG (add above Temp. Seeding) 4. NATNE SE@bING $ tvfULCHING {add a6ove Temp, Seeding): 7. REFDRESTATdDN 14. ESA 16. MINiMIZ� 17. BTOCKPILE/HAUL ROA� ❑ete: �i411fi1�4 RDY, pS or �DC? RDr s MVLEAGE U.072 miles SUMMARY SNEETS NEEp�p• -Stabilization Guidelines. REFORE57ATIDN S3-IEETS� RF-1 Reforestafipn # OF WATTLES W1TMO�T PqM Z # OF C4}IR FI6ER WATTLES WITHOUT PAM p 18- WASTElBDiiRQW West 22. SAFETY FEhJCE 30, WATTL� PROJECT IN FALLS �AKE WATERSHE� HO T PROJECT IN JOR6AN LAKE NIATERSHE❑ yE5 � WATTLES IN i31TCHL1I4E INIFH4UT PAM YES � WATTLES UBEd AS SILT FEAICE BREAKS [v6 � 35. TRSC-A W! MRT & PAIVI G0. COIR FIBER MAT Pro'ec# Quantities ITEM NUM�FR SECTIQN TRNS-PDRT ITElJI bESCRIATIDN 019600Q0�0-E 270 GEOTEXTILE FOR 561L STA81L17A714N 17770600�0-E 1�{75 #S�STONE 3628Da0000-E 876 RIP 3',,4P, CLASS I 3635dD0000-E 878 RCP RAP, CLASS II 364200006D-E 876 RIP R,4P,CLASS A 3fi490Q0000-E 876 RVP RAP,�l.ASS 6 9651006i1�0-E SP BOULiJE�S 3�560t10000-E 876 C,EOTE'+CTILE EOR pRA1NP,GE 60DDOOD400-E iB0$ TEMPORA,RYSfLiF�,NCE �0�6000000-E 'ffi10 �RQSIdN C(3NTROL STONE, CLASS A 60090D0000-E i810 ER0516N CONTROL STONE, CLA55 6 6D12000Da�-E 1610 SE61t,�EfJ7 CONTRDL $TOF1E 601500QOOp-E 1615 TEI4IPDRARY MULCHING 60160af700a-E 1620 SEEdFORTEMPOR,4F2YSEE�IhlG 6021f7{7000D-E 1520 FERTILIZERFORTEtJPORARYSEEDING 60240Q00�0-E a822 TEMPORARY SLOPE DRAINS 602900000�-� SP SAFETY FENCE 80300000QD-E 1636 SI�.T EXCAVAiIOiJ 6036pQp690-� 1fi39 MATING FOft EROS�6N CONTRQ�: ��p 60874(?�000-E SP Cnlh FI6ER MAT 603B6�0000-E SP PERMANENTSOILFtEINFORCC�liEf�i'��IAT 604200000Q-E 1fi32 1!4" HARDWARE CLOTH 6043000000-E SP LOW PERMEABILITY GEOTEX i IP_E fi0450pp6Qp-E SP """'TEMpORARYPIPE-(15"') Gd45000�{d0-E SP '^' TEMPORA,RY PiPE - (18") 844�Q(16000-E SP "•"'iEMSORARY PIP� - (24"� 60456Q0000-E SP "" TEMPOf�ARY PIPE - {36°) fi0A6000d00-E ?636 TEtJ�PpRARY PIPE FdR STREA�vf CRDSSIIJG Fa048000000-E SP FL6A71NG7l7R�P�iTYCURiAIPJ G689pp0�0d-� 1638 STILLING BASINS G070C100004-�P �639 SPECRAL STILLING gAS1N5 fi0710I[}000-E SP WATFLE 607101200D-� SP CDI,R FI$�R WA7TLE 6071Q13000�E SP WATfLE BARRIER 607i�14p06-E SP CDIR FIBEFt WATTLE 6ARRIE� 667?p20000-E SP POLYACRYLRMIDE (PAM} 8471030�00-E 'I64a COIR FIBER 6AFFLE 6a7105Q{700-E SP """SKIMMER-(1-'t72"j 507105Q000-E SP "" SKIMMER - (2") 6071(1SOOOO�E SP "° SKlMMER � (2-i12") 6071050000-E SP "" 5'KIAQMER - (9"} 6Q71p5000F]-� SP ""' SKIMMER - (4"j 6a71050000-E SP "° SKIM�lER - (5") 6084000Q��-E 1G50 S�EOVNG AND MVLCHING 608700Q000-E 16fi0 MOWING 6090tiQa000-E 1651 SEEp FOR REPAIR SEEnING 60930�OOOa-E 1561 FERTILIZER FOR REPAIR SEE61t�7G B09fi�00000�E 1662 SEED FOR SUPPLENfEI+fTAL SEEDING 6105t700000-E 1863 WATER 61080000D0-� 1665 FERTI�IZER 70pORESS1t�1G 6i110d00pq-E SP IMPERVI0115 DiKE 6114500000-N 16fi7 SPECIALlZE� HANI] MOWING 6117QOp006�?J 9fi75 RESf'ONSE FflR EROSION C(3NTROL 61180000�0-N SP ROOl1NA�5 6120604000-E SP CULV�ERT �IVER6IDIJ CHANNEI E923000�06-E iG7Q R�FORESTATION 61260�0000-� SP �TREAM8ANK f2EFORESTA71tJN 61290pppfl0-E SP WETLAN� REFORESTATI4N 673500Q000-E SP GEN�FFIC ERDSIpN CflIViROL iTEM - DISKIh1G $i35000�00-E SP GENERIC ER{3SION CONTROL IiEM -+21F'PING 813506D000-E SP G�NERIC ERC]5lON CONTRC7L 17�7+A - WETLAN� G�iASS P�P,NT�I 61350000�0-E SP GENERIG EROSION CQNTRpL ITEM - CQf�APOST BLANKET SY+pIiCH 0 SY {] SY i- q gy QUANTiTY UNIT 0 SY 0 TON 0 TDN 0 76N 0 TpN ❑ 70N Q TORf 6 SY SBO LF 15 iON 75 70N B5 TON 0.50 ACR 4t}0.06 LB O.Sq TON 35 LF 100 L� 120 CY 750 SY 10(} SY p SY 2�a �� 0 SY 0 LF a LF il LF [1 �F 0 LF 0 SY 0 CY 4 EA 25 LF 0 LF a �� 0 LF 10 LB fl LF 0 EA 0 EA 0 EA 0 EA 0 EA 0 EA 0.50 ACR [1.5D ACR 50.�� LB 025 TON 5Q.00 L8 O.Q M1� 0,50 �ON 0 LF 18 NcHR 6 EA D EA 0 GY 0.9p ACV� 0 00 ACR 0 ACR 0 ACR a ACR q A�R 0 ACR Project Checklisi TiP �ATE CHECKEC] BY RCIADWAYlF'S1B�L SKIiM1v1ERlTIERED SKIMMER BASIN DETAII�{S) INCLLIbE� EARTl�E6�! pAM WITH 3KAMMER O�TAIL INCLU�EO INFILTRATION BASIN DETAIL WGLUDE❑ BORROW PIT �EW,qTERING BA59N �ETA1L INCLUpEd WATTLFJCOIR FISER WATTLE dEiAIL(5) INCLl3��p SILT CHECK TVPE A WITN MAl"TING AN� PAfN DETAIL INCLl16E❑ MA7TING SLIMMARYSHEET{S)AF�D STABILIZ4TIDN GUY6ELINES INCLUQED ENV SENS. AREAS SFiOWN ON PLAN SHEET� (TROl1T1HQWICAl303(d}fDSSWlSTREAM RELOCATIOtd) hiEU5E17AR-PAMI,3OROAN LAKElI1AEJpLEMANICATAWBA RIVER BASIN (�SAJ TREE REF(7RE3TATION Sf-iEET INGIUDE(J (APPRQPIRIATE WORDIfJG IN SP) S'FREAMBAI�IKPN�TLRN�lBUFFER REFORESTAfiION SFIEETS INCGUfJED STREAMBANK REFQRE5TATION SHOWf�S 6N PLANS (MATfING �N SLOPE f�OTE� S7ILLING BASIN NfITE {BF21dGE5 OVER WATER} EARTH BERNSICLEAI� WA'iER �I1/€R514N WITH �ETAIL (7N PLANS Cl1LVERT PHASIi�iG ON PLAM1351qt1AN71TIE51NCLU�E� TEMPQRARY PIPE{5) QLIANTITY (CULVERT6 & S'fREAM CRi7551NGJ SKIfL1MER BY151iJ QUANTITIES {NCl UpEp RISER 6ASIN QP1AhlTITIES 1NGLU�Ep GRP.VEL CONST, ENT. QUAi�lYI71ES INCLl1�E❑ S7REAM FiELOCATfC}N 4UANTITIES & 8P'S INCLIJDED SAFETY FE1dCE QUANTiIY INCLU€?E❑ PLAr! �ESIGNE� Tp HQWISEt�FSiTIVE WFITERSilE6 STAN�Ak4D5 QLANTITIES MA7CH 5PECIAL PROVISIOf+iS fVIpT�H � � � � � 0 � � �[� L� � � � � � � � � � � � � � � TITLE SHEET CQRRECT iIP PFiDJEGT IJUMBER � NOTES (HqWlESA1303(d)/SENS WATEft STi7lC & Gj � G6FiRECTSTANDAR65 � BEGIN H ENDlNG PROJ. iIP NUMBER � SP�CIAL PRpVi51C)NS �PI]F) PU"f IN GQN7RACTS FOL�ER � L47E - EMAILED Tp; ❑ATE: BY: COMMENTS Y NO7�5: STABILI�ATIQl�1 REpUIREMENTS; Stabi�ization for Ehis project shaJl coznply with the ti��e frame buidel'ules as specified by tl�e NCG-01pQOQ generaI construction pe�°n�ii eff�ctive Aug�ist 3, 2[311 issued by the �`dorth Cazalaa�a Departznent of Environment anri Natura� Resources Division of Wat�r Quality. Tempor�ry �r permanent grot�d cover stab�lization shal] accur withi,n 7 cale�dar days from the last Iatld- disturbing activity, with thc following exceptions in which ternpora�'y or permai�ent graund caver s13all be provid.ed in 14 ca�er�dar days fra�n the last land-disturbulg aetivity: • Slopes between 2: � ai�ci 3:1, with a slope lel�gth of 14 ft. or less o Slopes 3:1 or 1latte�-, wath a slope c�f i�ngth af 5fl ft. �or less o S�opes �:1 ar f��fter The stalailizati�n �unefrara�e for Hig11 Quality Wa�er (H�W) Zo�les shall be 7 calendar days wit� no �xceptions fo�� slope gr�tdes or Iengt]�s. Hibh Quality Wate�� Ztjnes (�QW7 Za�1es are defineci by Nortl� Carolina Admin�strative Code 15A NCA�C O�A.Q105 (25). Teinporary and permaneni ground c�ver stabilrzation shall b� achieved in a�corclance wiih the proviszons in this coi�tract anci as directed. SE�DIN� AIt1ID M'[.JLCHING: (East) The kirrds of seed and fertilizez, and ttae rates of app]ication of seed, fertilizer, and limestone, shalI be as statet� b�Iow. During periods of averlapping dates, the kind of seecl ta be used sha�l i�e detern�ined. All r��es are in pDUnds per acre. A]� Roa�iway Areas Nfarcl� 1 � August 31 50# TaII Fesc�te 10# Centipede 25# $ermudagrass (��tilled) 500# Ferti�izer 4�00# Limestane September 1 - February 28 50# Tall Fescue l D# Centipede 35# B�r�judagr�ss (iinhulled} SOQ# Fert�lizer 4�OC}# Limestone `Naste and $o�-�ow Locations PVlarch 1 — August 31 7�# T��1 �'esctte 2:S# Bermudagrass (huiled) �Ofl# FertiIizer 4000# Limesto�e Se�►tember 1- �'ebruary 2S 75# Tall Fescue 35# Bermudagrass (zrnhuI�edj 500�# �'ertilizer 4Q00# Lim�stone Note: SQ# of Bahiagrass a�ay be substituted iar either Centipec�e o� Ber�nuda�rass on�y upan Engineer's reques�. Approved Ta�I Fescue Cu�tivar� Z"a IVIiIlennium Avenger Ba:i-lexas Barlexas II Ba.rrera Barrington B iltmo re Biz�ga Brava Cayenne Chapel HiII Chesape�ke Gonstit�ttion Chipp�r Corox�adv Coyote Davinci Dynasty Domulion Duster Endeavor Escalade Falcan II, III, IV & V Fidelity Fi��esse II Fir�bu-d Facus Gran.de TI Gi°eet�lceeper Greystone Infemo Justice. Jaguar 3 Kalal�ari Kentuc�Cy 31 I�itty Hawk Kitty H�wk ZO�D Lexing�on Magellan Ma5l�rpiece Matador Mata.do�r GT Millerani:uzn Montauk Mustang 3 Olyn�gic Goid Padre Paraisa Picasso Piedlnont Pure Gold Praspect Quest Rebel Exeda Reb�l Sentry Regirnent II k�embrandt Rendition Scorpion She�by Signia Silverstaz Southern Choice II Steison Tarheel Tit� Ltd Titaniurn Tomahav✓k T�cer 'Txaop�r �'urbo Ultimate Watc��ciog �Iolfpacic �n cut and filI slopes 2:l ar steeper Centiped�e shall be applied at the rate of S�ounds per �.ct•e as�c$ add ZO# of Sericea L��peaeza frorn �anuary 1- Dec.ember 31. rertilizer s11a1� be 10-20-20 analysis. A dif%rent aY�alysis of fertilizer rr�ay be i�sed pravidecl ilae 1-2-� ratio is maultai�led and the rate of applic�tioi� adjusteci to prcavgde the same amaL�nt of plant food as a 10-20-�.0 au7alysis ancl as directed. '�EMP(]It�RY SEE�ING: Fertilizer shall 3�e the same analysis as specifzed for Seedirlg a�ad Nlulchirzg and applieci at the rate of 40� pounds and seeded at t11e rate of 50 paunds �er acre. Sweet Sut�an Grass, German Millet ar Browntop Millet shal� be us�d in sumrner rr�onths ai�d Rye Gr�in during the rert�ainder of the year. The Engu-►eer will determine ihe exact dates foi- using eacli kinc�. af seed. FERTILiZER TO�DRE�SING; Fertilizer used for topdressing on al� roadway areas except slopes 2:1. and st�eper shall lae 1Q-20- 20 grade and shall be app�ied at t11e rate of SOfl pounds per ac�-e. A diff�rent a��alysis of fertilizer may be used provideci the 1-2-2 ratic� is inaintau�ed an�d tl�e ra�e of a�plication adjtisted to provide the same �mount of plant food as 14-20-20 �nalysis and as d�rected. Fertilizer used £or to�dressing an �lopes ?:1 and steeper and waste and borrow areas sha3� be 16- S-S grade and shall be appliec� at the r�.te of SQ� pot�nds per acre. A different analysis af fertilizer nn�.y be u�ed �rov�ded the 2-1-1 ratia is rr�aintained and the rate of app�cakion adjusted ta provzd� the same amount of plant food as 16-8-8 analysis and a� du•ected. SL,�PPLEMENTAL SEEI)Il'�G: The kirfds af seed and propor�ions s��ll be the same as specii�i�d far Seedzrr� and Mislc�hing, with the exception tlYat no centipede seed will be used in tha seed mi�c for supplemental seeding. The rate of application for suppleme.ntal seed�n� ranay vary from 25# to i5# per acre, Tl�e aetual rate pez- acre will be deterrnu�ec� prior tfl the ti�me oi ��pdressing and the Contractaz will be notified ia� wz�itinb of the rate pez acre, total quantity ne�ded, and areas an whi�ch ta apply th� stxpplemental seac�. Minimuz�► tillage equipment, cQi�sisting of a sQd s�eder shal] be tis�d for incorporating seed inta the soil as t� pr�vent dishtrbance af ex�sting ve�et�tion. A clodbuster (ball 1nd chain) may be used wller� degree af s�ope pre.vents the us� �f a sad se�der. MOWIN�: The minimttm rnowirig heigh� or� this praj�ct shall be � inches, JORDAN LAKE WAT�IiSHED NUTR�ENT MAI4TAGENTEI�T TRAINING RE UIREME`1'I'S: The persoi�{s) respc�nsil�le for ap�lyin� fertilize� o�• person(s) conductizlg tlie applic�tion o� fertilizex on this project vvithill the .�ordan La�e Wate�-sheci shall eomplete t�e fallawing web- i�ased trainit�g prioz- to performing this work; hit�;//�ortal.�cdenr.or�Jw�b� ordanlake/f�rtilizer-naana�ment The cost of the tr�initag is $ l 0.{}0 at�d the trainFn� sliall be p�id for and �ompleted at the expense of the Contractor and r�o direct pa}nnei�i will be macle in t��is contract. A certificaie of completion mus� be �resented �y the persnn{s) responsible for fertil�ze�• application or persan(s) conducting the appIication of fertili7er priar to perfoz-mi��g fertilizer applicatiai� on the �roject wfthin the limits of the �o�-d�n Lake yVatez-shed. STABI�,IZATION I�E�UIREMEiiiTS: Stabilizatior� for this project shall compiy with the ti�ne frame guideli�es as specified by the NCG-010�00 generaI �anstruction �ei-rnit effective August 3, 201 T issued by tl�e Nartlz Carol'rr�a Department of Environinent �t�d I�Tatvral Pesaurce.s Division af Water Quality. Temparary or permanent graund cover stabilization shal] occur within 7 calendar days fi•orf-r the ]ask land- disturbing activity, with the followiuig exceptions in which temparary or perma�7ent gz•ound cover sl�all be pravided in 14 calendar days fr�m the �ast land�disturb'v�g activity: � Slopes between 2:1 and 3:1, vvith a slope len�th c+f 1� �=t. or less • 5lopes �:1 or fJatter, with a s�o�e of length af 5� ft. or less m S�apes 4:1 or flatter The st�biliz�tion timeframe far High Qii�ility Water {HQV'V� Zones shall be 7 c�lenciar d�ys with no exc�ptians for slope gr��ies ar len�til�. Hi�Y� Qziality W�ter Z�nes (�IQW} Zor�es are defined by 1`Tarth Caralina A��nvzistrak�v� Code 15A NCAC Q4A.U1�5 {25}. Tempp�-ary �nd �er��anent gro�nd cover stabiliz,ati.or� sl�all he �tchie.ve.d in accordance with the provisions in this contrack and as directed. NATIVE GRA55 SE�D�NG ANIl� MX7Y..CHING: (West} I'�ativ� Grass Seeding and Nlulchi��� slta�l be. performed on the disturbed areas af w�tlan�is and riparian �reas, az�d adjacent to Stream l�elocation and/ar troL�t strea�n cozastruclion withiu� a 50 foot zone on both sides of the strea�n or depression, meas�rec� frona top of stream banlc or center of depressr'on. The stream bank of �he stream relocation shall be seede�. by a�netl�od tliat daes �iot alter the typical cross sect�on af the stream bank. I�ative Grass Se�ding and Mu�chin� shall also be performed in the permanent sa�l �-einforceme�at m�C section Qf greformed scoun c��les, and in Qther areas a� directed. The kinds af seed and fe.rtilizer, �nci the raEe.s of app3icatian of seed, fertilizer, and lirr►estane, shall be as stated below. I?urir�� p�riads of overlapping c�ates, tii� kinti of seed to be used shall be. deter�nined. A�1 rat�s are in pouzids g�er �cre. August 1 - June 1 18# Cree�aing Red Fescue 8# Big Bluest�m 6# Indiangrass 4# Switchgrass 35# Rye Grai� Sa{�# Fertilize� �-Q00# �irraestone May 1— Septe�nber 1 18# Creeping Red Fescue �# �ig $luestem b# Indiangrass 4# Switchgrass 25# German or Browntop I1�illet 500# Fertilizer 4QD� Lirrrestone 1�ppra��ed Creeping Re� Fescue Cultivaut s: Aberdeen Boreal Epic Cindy Lou Ferti�izer shall b� 10-2�1-'?0 analysis. A diff�re��t analysis af fert'tlizer may be trsed pz-ovided tll� 1-2-2 ratio is rnaintained and the rate of application �djusted �o pravicle the saine arnount of plant food as a 10-20-20 analysis �.ncl as directed. Temporary Seeding Fertilizer shall be tbe sarn� analysis as specified for Seediiag �and Mttilch.ijz�� and applie.d aY the rate of 400 paunds �nd seeded �t the i-ate c�f 50 pounds per acre. Gerrnan Millet ar Browntop Millet shall be use�l in surnmer mant��s and rye grai�� during the remai�ider of the year. The En�ineer will deteri�i��e the exact dates fo]� �isulg each ku�d of seed. F�rtilizer "1"o�c�r�ssing Fertilizer iiseci for topdressing sl�all be 1�-�-5 gr��de �nd sl�all be applied at the rate of 5Q0 pount�.s per acre. A differe��l analysis af fertilzzer may be used provaded the 2-F-1 ratia is maintai.ned and the rate of applicztiai� �djusted ia provvide the sanie ar�nau��t of plant food as 16-5-- $ �tn�ilysis and as di�-ected. Supple�nnrental5eeding The kin�is of seed and praportians slia]] i�e the san�e �� specified for SeecCijzg crricl Mtciching, and ihe rate of applicatio�l rnay vat°y from 25# to 75# per acre. The actuai rate per a.ci-e will be determined prior to t�e time of topcire�sulg and the Ca��tractoz- will be natified in writing of the rate per acre, total quantity needed, anc� areas Qn wh'tch to apply the supplemental seed. Minin�um tillage eqi�ipment, consisting af a sad seeclex• shall be used for incorporati�Yg seed u�to the soiI as t� preven� disturbance of existing vegetation. A cloc€buster {ball and chain) may be used whez°e degree of slope prevents the. use of a soti seeder. Mowir�g Th�e rninimum m�wing height shall be 6 u�chas. Measure�nent and Fayment Nat�ve- Grass Seeding ca�zd Mt�lcl�i�a,� will iae nieasured and pai� far in accordance witli A1°ticle 16�D-$ of the Stande�r-d Specifieatiori-s. REFORES'�'ATIOI'�i: Description Refor�stati��z will be planted witl�in interchanges and a�ong t17e outside borders of the road, anci in oth.er areas as directed. Refo�•estativn is not sliown on the plati sheets. 5ee fil�e Re�orestafion Lletail Sheet. All nan-maintained riparian buffers imp�cted by the p�acement �f fie�nparary fi2l or clearing activities s�all be restorec� to the preconstruction contc��irs and 1-evegetated witl� native wooc�y species. The entire Refo�°est�tinrr. �operation shall eora7ply with the requu•ements of Sectaon 1670 af the Staf�dcr�•cl Speeificcrtiotrs. Materials Refrn�estatiota shaTl be bare �•oot s�edliilgs 12"-18" tal�. Canstruction Methods R�farestativn shail be s�all �e plant�d as soon as pr�ctical folIowing pei~ma��ent Seetlt`ra� and M��lc•hrn�. The seedlings sha11 be planted iu-� a 16-foot wide swath adjacez�t to mawing pattern �ine, or- as directed. Root dip: 'Fhe roots of refare�tation seedlings shall be coated with a slurry of wate,r, ai�d either � fine cIay {kao�in) �01- � super��sorbznt that is designated as a bare root dip. The typ�, mixture ratio, �nethoti of application, arid the tizne oi �pplicatiQn shal] be submitted to tlle En�,ineer for approval. With the appraval of the Ez�gineea-, seedli��gs may be coated b�fore delive�y to the job or at the time nf plantzng, Utrt at nQ tin�e shall tl�e roats of the seec�I'rng� be allaweci to dryo uut, The roots s11alI be moistei7ec� imme�.iately priQr to planting. Seasonai Limitatioi�s: Refa1°e�station shaI� be planted from Novernber 15 t�rough March 15, Nleasurement and Payrnen� Refor-estatian wi11 be measured anc� paid for i�� accordance with Article 1.670-1? of tl�e �Star�clr�rd �pec.ifications. ENV�RONN,fENTALLY SENS�TIVE AREAS: Descript�on This project is lmcated in an ���vis-osrmentally Selzsitive Area, This designation requires special procedures to b� used for cleariz�g a�ld gru�3�in�, temporary stz°eam crossings, �nd grading operations within the Enviro�unentally Sensitive Areas idei�tified on t��e plat►s and as designated by tl�e Engineei-. T�ais also r�quires special procedures to be used for seeding ��d xnulching and staged seec�ing wi#hial tl�e project, The Envit�aruzlentally Sensitive Area shall be defi�7ed as a 50-Foot buffer zone on t�oth sides of t�ie �treatn o�- depressian meast�red fi•adi� top of st��eainbank or ce��ter of d�pression. �`onstructivn Mie�hods (A} Clear�ng and Gr�Yl�bing In areas identified as E�avarc�r�ne�lta�ty Sensitive Areas, tlle Colltractar inay perfonn cle�ring operations, but �lot grubbing aperatie�ns until irnmediately prior to beginniaig �rading operatians as described in Ar�ic�e 2(}0-1 af tlie Standczf•d Speci�catiorzs. Only clearing aperations {not grubbing) s�aali k�e allowed in this b��f�'er zozi� t2nti3 imrnediately prior to begitlnii�g graclit�� oper�iions. Ercrsion con�roi devices shall be insialled immediate]y follawing tl�e clea�-ing op�ratio�l, (B) Grading Qnce grading operations 3�egui i� identified E�lviraninental�y Sensitive Areas, wor� shall progress in a cantinuaus n�anner until caniple�e, r'�ll constxuction within these arels shall pro�ress in a contznuat�s i�l�r��er sucti that each pliase is co�nplet� and ai-eas are permanently stahilized �rior �a beginr�in� of nea.t phase. Fail�re on the part gf th� Contractor to carnpl�te �yly phase of can5iruction in a cQntinuous manner in �xlviraiwtentally Sensitiv� Ar�as wi]1 be jtrst cause for the Engineer to direct the suspellsion of work iu accorda�ce wpth AY-ticle 108-7 of t�1e Standard 5`pecafr.catian�. (C) Ten�parary Stream Ci•ossings Any crossin� of st�eams ��rithin th� limits of tl�is praject �hall be accomplished in accordance «ifh the requir�ments of S�ibarticle 107-12 of the Standard 5pecifier�tions. (D) Seeding and Mulchrng Seeding and mulching shall be pei•�'ormed in accordance with Sectio�i 1660 of the 5'tc�ndr�r-el Specificatioris and vegetative cover s�f�cient to restrain erosion shall be instalied immed.iately following grade establishnient. Seedi��g and mulching shall b� perfonned o� the areas disturbed by constniction imme�iiat�ly following final grade establishr�ent. No a�preciable t�rne shall lapse into the contract tizlle witl�o�t stabilization of slopes, ditches and a#her areas withzn the Enviro�vmentally Sensitive Areas. {E) Sta;e Seedi�ig The vvork ct�vered �y tllis s�ction shall cons��t af the establ2shtnent o:F a vegetative �over an eut and fill slopes as grading progresses. Seeding and mulching sl7all be don� in stag�s o�� cut at�d fill slopes that �re �reat�r than 20 feet in height rn�asured alan� the slope, or grea�er than 2��res in ar•ea. Eacli sta�� shalf �lot exceed the Itmits st�ted above. Addition.al p�yments wi�l not be n��de fa� the requiremen.ts of thi�s section, as tl�e cost far this work sh�ll be included in the caritx�cf unit prices far the �voi•� invalveci. M�dIMI�E REMQVAL OF VEGETATIQN: The Contractor slaal] �ninunize removal of vegetatifln at stream �an�.s and disturbed areas witl�in the project 1'tmits ds directed. STOCI�PILE AREAS: Tlje Contractor sh�ll install and maintain eros�c�n cantral c�evices sufficient to canta�� sedirrrent aro�ind any erodi�ile r�aterial stockpile areas as directed. ACCE55 AND HAiJL Rl7ADS; At th� end af each working c�ay, tl�e Ct�ntractor shal� instal� or re-estabiish temporary diversions or ea��th ber�ns ac�oss access/��aul a-aads to dir�et rtmofF i��to sedim�nt devices. Silt fence sections that ar� temporari�y remnved shall be reinstallec� across aecessJh��il z-oads at the end of each wor�ing day. WASTE AND B4RROW SOURCES: Payrrien# �o� tempoi•ary erosion cc�ntrol �neasua-es, excep� tl�ose made neeessary by the Corstrac#or's c��vf� Y�egli�ence or for his own convenience, will be paid for at the appi°o�riate col�tract unit price for t��e deviees or �neasures utilized in bo�row sources and waste areas. Na adciitional pay�nent wi11 be rnade far erasic�n cantrol devices or permanent seeding and xi:AUlching i1i any commercial bar�•ow or wa�te pit. AlI erosion and sediment control practices that may be r�quireci on a commercial l�orrow or �vaste site �vill be �daile at the Cc,ntractar's expense. Ail �affsite S�abing Aaeas, Bon-ow and Waste sites shall i�e in accorda�lce with "Borro«� and Waste 5ite R�clamation Pracedures for Contracted Prajects" located at: h� ://www.ncdot. ov/dohlc► erationsld chief en /roadside/fieldo sldow�loads/FilesJContracte dReclamationP'rocedures.pdf All forms and documei�ts re�erertced iu tlle "Bo�-�•ow and Waste Site Recla�nation Procedures for Cont�acted Projects" shal� be i�xcl�adGCl witl� the rec�amatic�n �lans for offsite staging are�s, and bon•ow anci w�ste sites. � SAFET'Y �'ENCE AND .�URISDIC�IdNAL FT,��GING: 1?escription Srzfety Fet�ce shall consist of furnishu�g mate�-ials, Fnstalling and rr�aulta'viing polyethylene or palypropylene fence alo��g the outside riparian buffer, wetland, or water baundaa-y, or other bou���laries locatec� with�n the constructian ce►n�idar ta mar� th� areas that h�ve b�en approved ta �nfriz�ge within the buffer, wet��nc�, �ndangered ��egetatic�n, c��lturally sensitive areas or watex. The fence shall be installeti prior to �y land disturUing activities. Int�rior �oundarzes for jurisdic#ioi�aI az-e�.s noted above shall be delineate�l by stakes and highly t�isib]e fla�ging. Jurise�ictiona� baund�ries at s�aging axeas, waste sites, or bon�aw pits, vvhether corasadereci outside ar interior boundaries shall be de��neated by st�es �tncl ]�ighly visible flagging, Materials {A} Safety Fenci�ng PQl�et��ylene or polypropylene fence s��al� be a highly visable preconstruct�ci safety fence approved �y the Er��;ineer. Th� ��nce. �n:�terial s�al] ��ave an ultravi4let co�tin�. Eitl�er wood posts or ste�] posts n�ay be used. �Voocl posts sh�11 be hardwood wztli a wed�e or peneil tip a� ane end, and si�a�l be �t l�ast 5 ft. ir�, leilgth v,,��h a zninim�� rigmzz�al 2" x 2" cross section. Stee� posts shall be at least S ft. r�n Iength, and ]la�ve � minimum wepght c�f 4.�5 Ib/ft c�f lengt�l. (B} Baundary FIag�tng Wooden st�:es sha11 be 4 feet in lengt�l with a Fnulimuin nor�a�a] 3/4'° x 1-3/4" cross sec�i�n. The flaggin� s�all be at least 1" i�� width. Tlle fl�ggix�g materia3 shall be vuiy] and shall be orange in color and higl�ly visible. Ca�nstrUCtion Methods No adc�itiai�►al elearirig ar�d grubb��g is anticipated foi- the installa�ion of this fence, The fence shall be erect�c� to confQrm to the g�ne�al co�itour of the ground. (A) Safety Fencing Pa�sts shali be set at a ma�imlz�n spacirig o� 1�0 ft., maintained in a vertical positian and hand set ar set wit� a post driver. If hand set, all backfil� material shalt be thoraughly tamped. Wooc� posts may be shalpened td a d�ill poirit if pov�,er driven. Pasts damaged by power driving sl�all be �•emoved and rep�aced prior ta final acceptance, The tops of all waod pasts sha11 be cut at a 30- degree angle. The woc�ci posts ynay, ai fihe option of the �antr��tor, be cut at this angle either before or after the posts are erected. The fence geote�tile shall be. attached t[� ihe wood posts wit� one 2" galva�ized wire staple across each cable or to the stee] posts with wire ar other acceptable means. Place constructic�n stak�s to establish th� lacatic�n of the safety fence in accort�anee witl7 Article 105-9 or A�-ticle 801-� af tl�e Standr�.y�c� Specaficatio�ts. �To direct pay will be made for tl-�e stakin� af the safety fe�lc�, AIl stakeouts for safety fenc� sh�ll be considered incicie�ital ta the work being p�ici �or as "Constructio�� Surv�yu�g", except that wliere t�ei•e is no pay item far construction sur��eying, all safety fe�7ee �t�keoz�t will bz performed by stat� %�a�ces. The Cantractor shal� be requir�d ta �n:aintain the saf�ty fence in a satisfactot-y conditiai7 for the cluration of tl�e project as determJned b_y the Engineer. (B) $oundary Flagbi�� Ba�uldary flagging delin��tian of i.�it�r'rar k�at��lcIaries shall consist o�� wood�t� stakes an 25 feet rnaxiYnum i��tervals with lzighly visible o�-aiige f�agginb �ttached. St�kes sh�l1 be installed a mii�imum of 6" into the ground. Interior bouncta�•aes may be staked on a ta�lgent t11at rii7�s parallel tQ buffer t�uf must not encroach on the �uffer at ar�y locat�on. Inter'ror bour�daries of hand cle�z-img shall be identified. with a�iifferent co�ored f�agging ta disTinguish it from rnechaz�ized ele�°ing. Bou�3dary fla�ging delineation of iz�terior boundaries wi_ll Ue placeci u� accordance with Article 1Q5-9 or Articl� BUI.-� of the Stczr�clar-d ,S'pecification.r. No di�-ect p�y wili be made for delineation of the interior bo�indaries. Tl�is deli��eation will be consider�d incidental to the wark beu�g paid fo�- as Cartstrr.�ction 5ui�v�yirr�>, except that where th�re is na gay item or construction surveying tlle cost of bounci�.ry i�a�ging delineation shal� be incltrded in the trnit prices bid. for the �rarious iteins in the contr•act. In�tallation for del�-�eatian of all jurisdictional bou��daries at staging areas, vvaste sites, or barrow pits s���li cansisl af woaden stakes on 25 feet maxim�im interva�s wifh highly visible arat�g� fl�igging attac��ed. St�kes shall be installed a rnii�imum af b" in�o the ground. Ac�d�tian�l flag�in� may be pIaced an ove�-harjging vegetation to �nhance visibility hut daes no� snbstit�te for inst�illatioi� of stakes. Iristallation of bo�.�l�dary flaggin� fc��- de�ineatian of all jurisdictiona] bounc�a�•ies �t staging a�-�as, waste sites, or borrow pits sha11 be performed u� accordance with Subarticl� 230-4(B}�3�(d} ar SL�ba�-ticle 802-2(F} of the Str���.cic�.rd 5pecifications. No di�•ect pay wi�1 be made for th�s d.elineatian, as the cost of sam� shali be includ�d in the �uiit prices bid for tl�� various items in tlie co�itract, Tlie Contractor shall be req�aired to mainiain aIt�rnative stakes and highly visible flagging in a sa�isf�ctary coradition for the duration of the prajeet as determined by the Engineer. Measurement and Paymen� Safety Fence will be ineasured and paid as the actual nurnber of iin�ar feet of polyethylene or pa2}�propyi�n� fezice insta�led in place and. aecepted. Sz�cl� payment vvill be full eompensation u�cliad'u�g but nc�t limited to fiirnishing and installing fence geotextile with necessary posts ��d post brdeing, staples, ta� wires, tools, eq�tiprt�ent and incidenials necessary to complete Yhis w�rk. Payrnelit will be made under: P�y Itenrai F�y �.Jnyt Safety Fezace X,inear Foot WATTLE: �escription Wattles are tubt2�ar products c�onsisting of exc�lsior fibers encased in synth.etic i�etting. Wattles are used c�n sl�pes or channe3s to intercept runof-� az�d act as a r�el�city break. Wattles are to be pl�.c�d aE locat�ans shown on the }��ans or as dir�cted. I�lstalDation shall fallow the detail provided in the plans an,c� as directed. Wark ixicludes fiirnishin� nnaterials, installation of wattles, n7atting ulstallation, and removing watt�es. Materials W�ttle shall m�et tlte follawit}g s��cificatians: 100°Io Curled W oael (Exceisi�r) Fibers Minimum Dian�etet- 12 in. IVIinimufn l�ensity 2.5 Ib/ft3 +/- 10% Net Mate�-ia] Syn�hetic Net +Qpealings 1 ir7. x 1 in. Net Cc�n�gur�tian Tatally E�lcased Mulir�um Weight 2fl ib, +/- 1�% per 10 ft. �ength Anchors: Stakes shall t�e ��szd as anchors. Woac�en Stakes: Frovide l�ardwaod stakes a n�iirnun� of 2-ft. lang w�th a 2�n. x 2 in. nominal squaz�e cross section, Or�e �nd Qf the stake must be sharpe,ned or beveled to facilitate d�rivilag down in�a th� underlyil�g soi�. IV�atting shali meet th� requiren�eaits of Article 1060-8 of t}.�e StanclRrd S�ecifications, or shall meet Gpecifications pravided elsewhere i� this contract. Provide sta�les made of 0.125" diaYneter new steel wire for°m�� into a u sl�ape ��ot less than 12" in length with a throat c�f 1" in width. Cansfruction IViethods Wattles sl�all lae s�cured to t��e soil by wire staples appz�oximately every 1 li�ear foot and at tlie �nd af e�cll section of wattle. A muti�num of 4- stakes shall be installed on the d�wnstream side of the wattle with a rnaxinlum spacin� of 2 linear feet along the waTtte, and accorciing to the detail. Install a rninirrrum of 2 stakes on tY�e upstream side of the wattle accordin� to t11e detai� provided in the plans. Stakes shall be driven into the ground a min�rium of 10 in, with tio more than Z in. prajectin�, &orr3 the tap �f the wattle. D�•ive stakes at an angl� accQrc�ing to the detail provided in ttae plans. Only install wattIe{s) to a hei�Iit iil c�itch so f�ow wi�I nat wash arot�nd wattle and scor.ir ditc� slopes and according to the detail pravided i,n the p�ans ancT as ti�irected. Qverlap adjoining sections of wattles a mimimum of 6 in. InsfalJ�ition of matting shail be ii� accvrdar�c� with the detaii praviclect iu} the plans, and in accardance wiih Article 1631-3 of the 5tafzdar�c� Specificatiar�s, or ui aecordance with specifications provided e]sewh�re in this contract. Tl�e Coz7tractor si�all mauztain the wattles iintil the project is accepted or �intil tlle watkles are remaved, and s��all remc�ve and dzspose of salt accumtilations at the wattles whe� so d�a-ected in acca��dv�ce with tl�e rec�uu-ements of Sectz�n l 63Q of the Stca��clard Specifi�catto�zs. N�eas�arextaent and Payment �jattle wi]1 be measure� and pa�ci for by the dc�ual »Lxm�aer of lin�ar f�et of wattles whicl7 are installed anc� accepted. 5uc11 pn-i.ce and �ayment will be fi.tIl cQ��pens�tion for �ll work covered by tt�is section, includin�, but not lita�it�;d to, ftirnisl7ing �l� m�terials, labar, equiprn�nt and incident�ls i�ecessary to i���ta]Z th� Wattle. Mattin� will be n�easured anc� �aici far in accordance with �1,rCicle 1631-A� flf the Sta�zdarcl S�ecifrcaiadns, or in accardance with speciFicat�o�s provided els�where u� this ca»tract. Payment �viil be rr�ade under: Pa� Itern Pay U��t Wat�Ie Linea�- Foot TEMPORARY RO�CK SILT CHECK_ 'I'YPE A'WITH EXCELSIOR 1ViATTII�iG Ai'�D POLYACRI'LAIYIIDE PAM : Deseri�t��►� '�emporary Rock Silt C�ecks Type A with Exc�lsior Mattu2g and Polyacrylamid� {PAM) are �ewice.s u�ilized in temporary and permanent dptc��es ta red�ce rt�noff velacity and incarparate PAM inta tl�e canstructic�n runoff to increase settlin� of sedirnent part�cles and reduee turbidity of z-unoff. Teznporary Rock Silt Cl�ecks Type A witl� Excelsiar Matting ancl Pr� are to be placed at Iocations shown on the plans or as direc-ted. Installatiozz shall foliow t11e cle�ail provided u1 tl�e p�ai�s and as cliueetec�, Wcai•k includes fuYnishing rrja�erials, vist�.11�iion of Tempor�ry Rock Salt Cl�ecks Type A, rnattr�i� installation, PAM applicatian, and removing Ten�por-ary Rc�ck Silt Cl�ecks Type A witli Excelsior Matting and PAM. Ndaterials Structur�� stan� shal] l�e class B stone t��at rt�e.�ets t3ie requirements of Secfion 1042 of the Standard Specifzcatians for 5tone for Eiosion Contral, Class B. Sedim�nt contrr�l stone sha�l be #�S ar #57 stone, which Fr►eets the �-equir�ments of Section IQOS af Xhe Sta�dard S��ecificatic�ns for these stc�n� sices. Ma�ting shall rneet the requixenaents of E�celsior 1VTatting ix1 section 1{}64-8(B) of the Stcrracle�rd S��ecificatiatas, or shall meet spe.cif�ications protirid.ed elsewl�ere in this contract. Poly�crylamide (FAM} shal� be appliec� i�� powder form ated. shal] be �nianic or ne�atrally charged. Sail samples sh111 be obtained in a.reas wl�ere the Temporary F�ack Silt Checks Type A with ExceTsior �VI�tttin� �nd PAM wiIl be placed, anc� frotn offsite mater�al tised ta constxltct the raadw2�y, and a�la3yzed for the �ppr�priate PAM flocculant ta he t�tilized wit�t each Ter�por�ry Rac� Silt C�►ec�: �'ype A. The PAM product ��sed shall be listed on the North CaroIu�a Department pf Enviro��ment and Natu�-a� Res�tirces (NCBENR) Division of Watier Quality (DWQ) we'b site as ay1 appr�ved PAM product far use in North C�ra�ina. Construction Niethads Temporary Rock Si1t Checks Type A�llall be install�d in accc�rdance with 5ection ] 63�- 3(A} of the Standard Speei�ieatians, Roadway Standa�-d Drawit�g No. 1633.fl1 and the detail }�rovided in the plans. Insta�ation af matting shall be i�-i accorda��ce with the �etail prc►vided in the plans, and anchored by placing +C]ass B stc�ne on top of the matting at t�e upper and Xower ends. Apply PAM at a rate ai 3.5 ounces a�er the center gortion oi� the Ter�porary Rock Si�t Checics Type A and. tr►atting where the water is gair�� io flow over. 1'AM ap�lications shall be done during constructi�n activities and after �very rainfall event tl�at is equal to or exceeds Q.50 in. The Con,txactor shall maintaii-i the Temporary R�ck Si�t Cl�ecks Type A with Exce�sior Mat�ing and PAM until t�e project zs accepted or i�ntil the Terngoa-ary Rock Silt Chec�s Type A with �xcelsiar Matting and PAM are i°emoved, and shall remave and �ispase of silt �ccu�nulations at the Te�npa�-ary Rc�ck Silt Chec�s Type A with �xcelsior Matting and PAM when so diz�ected 'u� acco�dar�ce with the rec�tiirements of Section 16�(} of the Standat-c� �'�ecificc�tinns. 11�Ieas�rement �nd Payment �'en��o�a1y R�ck �ilt Clzecks Type A will l�e measured and pazd for in �.ccor�i�nce witl� secYion 1533-5 of the Stcrtid�ts-d Specificr�tio�zs, or in accc�rd�ce with specific�tions prc�vided eIsewhere in this contract. Mattirtg w�ll be rne�sured and paid for v� accorclance t��ith section 163 ]-4 of the ,�t.ccndcrrc� �Specificatiofzs, or in accardance wit�l sp�cifications provicied elsew]lere in this c�ntract. Pol_yacrylumic�e(PAMj will be rneasure� �tnci p�id for by the aetual w�ight in pounds c►f PAIVI appli�d to the Temporary Rock Si�t Checks Type A. Such price �i�d p�yment will be full co�npensation %r a!1 vvark cavered �y �his s�ctiQn, incluaii�g, but not �in�ited to, filniishing aIl rriater�als, ]abor, equipment anci incid�ntals necessary to apply the Pol�aclylan�ide(PAM�. Payn�e��t wi�l be �nad� �ne3�r: Pa,y Item Pay [1ni� Polyacrylamicle(FAM) PQLfild C4IR FIBER MAT: Desci°iptian Furnish material, izastall and maintain coir fit��r mat in 1QCatzons shown on the plans ar ira lac�tioi�s as directed. Work includes providing alI materials, excavati�lg an� backfi.Iling, and placing and securin� coia- fiber m�t wi�h stakes, steel reinfc�rcement bars or stapl�s as di�•ectect. Materials Itein Coir Fibez- Mat Anc��ors: 5takes, reinfo�-cett�ent bars, ar st�ples sl�a�l be used as anchors. Waoden Stakes: Sectian 1060- l. 4 Pravirie hardwo�d si�ak�s 12„- �4" long with a 2" x 2" �nomina� square cross section. Qne end of t�7e sta�:e znust be shar-pened or beveled ta facilitate d��iving through the coir fiber mat �1d down into the t�nc�erlyi3ig sc�i�. '�'Iae oth�r ea�d of the stake needs io h�v� a�'°_ 2�� Iong he�d at t��e t�g with a 7"- 2" i�otc.h followi�g to catcl�a and secure The coir fiber mat. Steel Rev�forcement Ba�-s: Provide uncoatecl #3 0 steel �-einforcem�nt l�drs 24" nominal length, The bars shall �Zave � 4" diaineF�r bend �t one end wit�� a 4"' strai�ht �ectic,n at the tip to catch and secure the coir fiber mat. Staples: Provide sYaples �nade of 0, l 25" diameter i���F steel wire Formed 'v�t� � u sllape not l�ss than 1�" in length with � tiv-oat of l�" in t��idth. Canstruction Methocls Plaee the coir fiber mat ixnmediately upon �`i��al g�-3ding. Provide a smooth soil sur-face free from stones, cIods, or debrps that wil� prev�nt the contact of the mat with the sai�. UnroPl th� mat and app�y without st��etching such tl1�t it wi�l lie smoathly but 1QOSely on the soi� surface. FQr stream relocation applications, take care to pre;�erve the required line, g,rade, anti cross aection of the area cov�red, �ury the top slcape end of each p�ece of mat in a narrow trench at least 6 in. deep and tamp firmly. Where o�e roll of rnatting ei�cis and a second ral] be�ins, ov�rlap the end of th� upper ra11 over the buried end of the second rali so t}�ere is a b in. averlap. Construct check trel7ches at least �'� in, deep every 50 ft. l�ngitudina�ly along thE edges of khe mat or as directed. Fc�ld over and bt;ry ynat to the fi�ll depth of the irench, close and tamp fi�rmly. Ov�rlap mat at least 5 iz�, where 2 or more width� of rr►at axe �nstalled sicie by side. Place anc�ors acrass the mat at the ends approximately 1 ft. apart, Place �ncl�ors aiong the auter edges and down tlle center- of tlle mat 3 ft. apart. Adj�,istments in tlie trei�ching or anchoring requirements ta fit i��ividual sit� canditi�ns may be req�ured. 1Vleasurernent and Payment Coar Fiber Mat will b� rr�easurea �nd paid for �s the actuaI i}umber of sqL�are yards nleasui-ed alang the. surface of the gF-ot�nd o��er wh�ch coir fihear rnat �s installec� ��d accepted. Na measm�ement wil] hc� m�de fc�r- anchor ite�ns. Paym:ez�t will be m�de unc�er: �ay Ite�n �'ay lUnit Co�- Fiber Mat Sc�uare Ya�-d � � � � � � � r �. � � � � � � � � � � •� � � � � � � �I4�PHIC SCALE 2� �i�e��0 PI..AIVS ����� �� ���.�� �������� 1lJJ1� ������ �Jl' ���� �YV' ��P� IP�_.,�� I�'C4IR� �1�C�l�C���E1@ ���������� ������� ��������� � V ������ � � V �� LGiCATI'Ol�: BRID�E #400248 (7VER BRANCH �F BIG ALA1�fA11�CE TRIBZITAR�' 3 �N SR 3088 (THACKEIR DAIRY ROAD} � - 7'O SR 3078 h1ILLPQIIV7 R(?AD BEGIN PRQ,]ECT 17�P.7.R.6D -L- STA. i2+21I.00 TYPE OF WO.RK: GRAL�I11lG, PAVING, D,t�INAGE, � STR U�TURE % / /( i i r� /44 / ' o � � p � ✓ ,p* , �' �ti % f/ Po �� BEGIN BRIDGE -L- STA.13�77.p0 Tl�SE EROSION AND SEDlh1E11T CONiROL PL3N5 C�OMPLY GF'!TH THE REGULAI7Q�Y5 SET FpRTH BX �'HE NC�G-�I0000 GEl\ER9L COh`STRUCTION PE,R�i�fiT ,�FFEC7'1VE .9UG[IST 3,?0l! ISSLIED BY Ti7E A'ORFH G,4ROLINA ,p$PA]pTMENT OF ETIVIR6A'MElt'f ATiD DIfITC1RAL RES�URCES 1)IYISI�N �F {Y.4TER QU.4lJTY. � � ti � � � � �. 2% !r �' �m / Uf z� m $Y.�Te STA'2 PR9fECG REPERBNfE N0. SkECi TnT.dG S11EETr �i,� � Ii�P,�.R,bO �C°l T¢ PkN.h'a P.APROI.KQ D£ RIYflO� T7BP.7.R.50 P.E. Y7BP.7.R.60 /W & UTILITIE 17BPJ.R.6D CONSTRUCTION E1���I��vT ��1�'� �EDII�iEI��° C�NTR��L �����Ui�E� �� � I'Lrsraiglisn .Sy�,l..al 16°s0.03 `1`ra���.�:; S;f_ ?�;e�l: � 143�.4� 1'cn,>>or�r, L�itier,s'sa:i. .. .. � .� __ 1U05.01 'I'ri, �,����; S;I� �'r.:n�r. . 16Q�6.01 .Spr:irl Sedi�aen: l�a3:i�ol f''rnce . 1522.D1 'I'.•���Pae.�, Bet��:� .,;�d 51��� DTa�3,s „ 1�30.(!2 S�I. E�os��� 'I',P� R � �� � [5.i"a.01 'Cempoi�rr Ao�1c 5a:e C'h�.l: T,p�-.-� _ � TP,:,po�y�; f3 1 �;�_� {'I L '�'YFe�:", „,�T, � �lret;�,� a, 1 P 1 ���,�1- d� iP:��sl� � jY13J,D� TrmFor�l'T I� h fiilL LI 3 I)_P�U � ti�'a=tie.F� c�sr r��Gr �•s�tlr. � � _�_ V4 tiI ?['9 1' hE� R aelr /`�\ ;, tl, Pal,�„-r I'�!� fI' tibtl 0��� 1��d.01 T naroxory l�..l G�d� .. D:•.� 1'.pi .1 1F"a�.U2 �`��po:��r� R��6; tiP�;-„�,�t. D,,,, T.P�-B. � ���J�.�1� ��ac�c �ipc In�e< <eciu�cu6 rraP j�FAe-.� .., ....... �. 153§.02 P,�:.1, Vir�.l�,1,,:5�,.s�e,r,:r'F.•�F'T'>re-�3 ��� 1F3fl.(�4 5.�il;n„ $�s;n 1��0.0`� �pz�iaJ Srilliv� iBa:;n... .. . � Ro<k Inle� �Ed�„��nE'f�op: F63�?.111 T��,@ .?. 'd` � 1532A� L�i32.U"a TO SR 3P93 --� o� .rvr.rRN naan T�,�� � _ g� 1'sa� C. C � xux 53;m,,,�. G�ss � '1'6r.red ;31�i,:,,r.zr 13a::n .. . � LnFilc�ai�c-; 7?��sin . . . _ � THTS PRQJEGT CONTAIN5 EROSIO\ CON'd'ROI, I'I.Atv'S FOft Ci,EAl2ilVG A1VT3 G1ZU13BIlVG PHASB OT CQdVSTRiJCt'[()N. er�o aR��ce \ END PROJECT 17BF.7.R.60 �� -L- STA- 14 i- 49.fl0 -,�,- �STfi. IrJ -� tiQ.01i �y TI-IIS Pi�OJECT H.�S -J � SEEN llES1GNEI3 TO t SENSi7"IVG WATF,RSI�D 4\ � _ S7'A�TD�.[tBS. . RFC �ROSI�N BRA� T. SMITH, EI LCVEL III NAME �ti'Vmp�'�NT�-�'� COhITR�I. PL4NS SUBMITTAL s��vs�Tn� .��r,En�sa �sT SUBMlTTED:05-19-1d ON THTS PR�IJEC'I' 3520 Refer To E. C. Speceal Prrruisions SVBMITTAL #5-]82 LEVEL III CERTIFICATION NO. jor Speciel Gansiderarionr. Preparea' ]n t1;� 0,`iice of: SUNGATE DESIGN �RaUP, P,A. 915 JONES FRFANKUN FtpA4 RALEIGM, N�RTN CAR4L9I�R 27606 TEL (919j 859-2243 FAX (899} 859-6258 ENG FIR{vl LICENSE N6. C-896 2012 S7'ANDAI�D SP.�ECIFICAT.�()1VS Ruudwep 5wudurd Druwings The fol4owing roadFU�ep eM�ish srmderds as akspr.0 en "RoaJ�vay StsadarJ Drntviags"- ftoedway Dcsi�n Unit - N. C. Depwm�ent aETrunsportnuun - Releiy�h, �. C., dnted January 2012 und the latest revison [hercto url• nppGcnL7r ta this pru1�G� �d by relcrencc LerebF nre wnside�ed a pert of ��Se Q���. a 1604.D1 Itsilroud �.ro�sion Coasral Tletail i632.01 Aock Iulet Sediment Trap Type A 1G05.01 TemF��M' Sah Fencc IG32A2 Rock Iulet Sediment Trup Type If l.fi�b.07 3pecial Se3imcnt Coutrol Pence Ih32.43 ]iock Inlet SeJLnent 7'rxP Type C 1647.�1 Grave! Consrr�etian Entrance 1633.9I 7'empnrerp Rock SJc f�eck Type A I422.61 Temporary Bermv und $]ope FJraina l635.0? Temparery line& SJ[ Check 'Fype R f634.01 Riser Hnsin k634AI Temporury Rack Sediroent ll�cm 7'g�pe A 1536.02 Si[i Bu.sin :yye B I634.02 Temporury Roc6 Se�eat Dsm Typc B 1530.03 1'e`anerary Silt Ditch I635.O1 Rack Pipe Inles Scdiment "Trep Ty7e A 1fi36.04 Stilling Nosim 1635.02 Raok Pipe Inlcz 5cdim.eot Trep Type B 1G3�A5 Tcmporury• Disersioa 164fl.01 Cou Fber Batl�c. 1439.U6 5pecin] Stillin� 8asia 1bi5.U1 Temporary Streom. Grussiog 163L01 \1a�ting lnstullufion EXG�L�TOR INATTL.� M,�T� I NC 2' { �AX . } . .r_h1�1 �� ��'� ,�G,��� '. \ �. Cf \ ° �`` ti ',�., . BACK `�..� SLOPE � ��on��-���� viEw I ' V� f �� � ! �/i� ``�\ MATTING � z €v . �ATTLE �ET�I� 2` UF'SLOPE ' STAK� �-� � ' l Y� �-� -:, ' _ J ;:: ` ��' ' E�GE (�F PAV�MENT NATUFi,4.L GROUND - � �f���- '`� 2' DQWNSL�PE STAKE CROSS SEGTION V�E DIT"C�I 2' UPSLOPE STAKE NAiURAL GR�ll7ND �� , ,�A<� .� � � ��� � ✓.� / f / �f.'. � { _� -: �� ,. ���� �IATT I �PG � f ��',� cRass sECTioM TRAPEZOIDA! D�TCH 2� D�WNSl�d'�� �i'A�CE FL�}W --- NarES: USE MININEUM �2 IN. dTAMETER EXCELSIOR WATTLE. USE 2 FT. WOODEN SiAKES WITH A 2 IN. BY 2 IN. NOh�INAL CROSS SECTION, ONLY INSTALL WATTLE(S) TO A HEIGNT IN DITCH S� fiLOUV 4NIl�L 1VQT WASH AROUND WATTLE ANd SCOUR aITCH SLOPES AN�I AS DIREGTE�. INSTALL A MiNiMUM OF 2 UPS�OPE STAKES AND 4�6WNSLOPE BTAKES AT AN AIVGLE TO UVEpCE 1NA7TLE TO BOTTOM 0� DI7GH. PROVICfE STAPLES MADE OF D.i25 IN. DIAM�l'ER STEEL WIR� FORMED r�Sl"0 A U SHAPE NOT L.ESS T�IAN 12" IN LENGTH. iNSTALL STAPi�ES APPROXIiNA�ELY EVERY 1 LINEAR FOOT OiV gaiH S�DES dF WATTLE ANa AT EACH END Tfl SECURE IT TO THE S4IL. IiVSTALL h4A1"i"If�G I� AGGOR�ANCE 1NIiH SECTI�N 1631 OF TFiE S`fANDARD SPECIFIC,ATI�1N5. �NS�T A TNSE7 B "i. ' 12"{MLN.� UPSLOPE � DOWNSLOPE� , S�AfCE � � STAKE — y; , F�{, ./,.' ' ;�.' ' _ fl .:.r VAR . ', „ �f ,�. � z � e ,i � � . . ' .: , '�,� / � / l F / j . � Y /!. !,� � � / ". � _ � J` � Sae Inse� 6 ��i�TN..) � 6'{1NIN. ) I, l, ,,, TOP VIEI�f MATTIiVG � TEMP��A�Y R�CI� SILT +�HECK T�'PE '�►' VI�ITH EXCELSi�R N�ATT�NG AN� P�LYAC�YLAI�IQ� PA�I S�DIM�NT CO�+JTRpI� S�70NE STRUCT�RA� StONE EXCELSTOR MATTING FLOW � --- � 11 q �� ��'�' �.,y� _� „'�` 6 f � J� ' -J=�� '" /y ,C _i � � /,_`� ,.� i.-, � t° c r�, ,. �- ii .F. � � �t 'i� �. L�.'�,. �,'. � /,��_� .sp i %�� U J _t � ;� `J� r � i �•— i C . � �r � t S 'l � C�� �` _ _ �,� -:, n `° � ' ,' � � -C r -- .`. , .-,' � _ - �;�� CI`=.l �.L� .�r . `i�� ; �. � t � _� �` ,.� � n _�, - .� � � � -� � � / �- - �i E � �� rl � �� � ° �-� r'.� o ��:,r" ✓ U ,r1 �' � _' f V O � �' P p�' '�I. - . J p n '+ f;� . �P'� � % ^� C1 �3'� F-}.� ,-. � y O/ C' 'Lf-+ y 1 r i�;_� C � ^� -- c �, — ' �, � 1` M I N " �� "' :=: ��' a �� . EXCELSIflfi�/� MAT�" I NG � ���� �/� CHANN�L WTDTH 9� _-� SECTION A-A Ses Inset A PROJECT F.EFERENCE NO. SHEET N4. 176P.7.R.60 tC-2A ww SHEEf hf0. 0.0AbY/AY� oF51GN HYi�RAULICS ENGINEER ENGINEER Na�rES: ��ISTALL TEMPORARY i�OC� �TLT CHEC�4 TYPE A IN ACCORDANC� WITH ROADVI�AY STANDARD DRAWING N0. 1633.0`�. USE �XCELS�OR FOR MATTING MATER�AL ANa ANCH�R MATT�NG SECTIOIV AT �(3P AND BqiTOM {NITH CLASS 6 STONE , PR�OR Td POLYA�RYLA'MTDE {PAIV1) APPLICATIaN, OBTAIN A SQIL SAMPLE FRaM PROJECT Li�CA,T�QN, AND FROM D�'FSITE MATER�AL, AND ANA�YZE FOR APPRQPRZATE i'AM FLOCCULANT Tfl BE APPLYED TQ EACH ROCK SILY CHECK. INITIALLY APPLY 4 �UNC�S OF POLYAGRYLAMIQE (PAM) Ta �QP f]F MA`�T�NG SECTION At�D AFTER EVERY RA�NFALL EVENT THAi EaUALS OR EXGEEDS a.50 TNCH�S. II��ET A GLA�S B STON� 1 ' M T N _,____i _ _ - 12 rr H= 2' MIh1 ,_ r: �`� �_�-;� �- �-=� � � ' � � 1 �. �_ ' _ J"-_ _ -e- °�� _ _- _ _ .. � SECTIQN B-B �XGELSI(3R MA�T�NG I I- CLASS B STf�NE ��a� �� sCA�E �������� �� �������� ����� �� ����� �.f�.�'�����. S�IL STABILI�A �.','IG11� TI1�EF�'A1VV�E�S �_:� f,1�L L j rL '=:� r=,'l�'1,�' 1 1�("� r'V PERIMETER DIKES9 SWALE59 DITC�'ES A�ID �i_�7PE5 HIGF� QUA�ITY WATER (�lQW} ZONES S�aPES �TEEP�R THAN 30l SLOPES 30! OR FLATTER ALL ��HEP, �,'�EAS WIiN SLOF'ES Fl�ATTER T�IA�J �el ST ,�BI Lf � AT 1 DIV �11�� 7 [�AYS 7 DAYS � DAYS !q DAYS �4 aAYS T 1 ME�RAI��E EX CEP i IOII�S NONE NONE IF SLOPES ARE I(�' OR ��SS IN LENGTH ANQ A�E Na I ST�EPER THAN 20l9 f� DAYS ARE ALLQWEDa � DAYS �0� SL�PES GREATER THAN 50`IN LEN�THo fJONE-0 EXCEPT FQR PERIMETERS AND V�QW ZOf�ESo NOTES: ANY DEViATION FROM OPTIONS GIYEN WfLL REQU112E PRIflR APPROVAL BY ENGiNEEfi. AD�tTIOhlAL ER�SIOA! COIVTROL DEVICES MAY NEED TO BE lhISTA,LLED A5 DIRECTED BY THE EIVGINEER, rtore� PiACE TEMPORARY ROCK SE�IMENT CfAMS TYPE - 8 AN� TEMppRARY ROCK SILi CHECK5 TYpE - A A7 dRAINACsE OU7LEf5. � ENVIRUNMEN7ALLY S�S�ISITIYE ARE.4 5E� PROJECT SPECIAL PitOVl510NS l r� i ! 1 i 1 �� � -- - ----` `� ti` � N �� �� i '} � EY,I�TiIVG R/t? ci - cii d � Q . = ' N � 1� �.� y `� � F - — — � e � -----__6 �- ������� � � �, �f J � f` � � 1 � ;, r I'l � � � ,..,'; r, , i � % / �r ' f r ,� /� r � { � �' �, /� i (`u� ! / � / ,J` %.'/ / ���r, � . BA4�?'i Q. LE�N4RD i ,r / � , ; �� ; r; i,, ;�� � � 1 :�" rv ,-; ,%� � r �� A����:r �� � m �"�,��,�z- f � ,` +, �i i f ! '�`�e � ,'�r i � s� / ' + I �' � i R � � � � I CL 'e' R!P RAF � F � i'^� i�� E5T.1 TO � n^� �'/�/T1.� �ST.S SY GF � � � �' _ / i '; ^ `�. _ � � ��'t`!_ �� I I -- - � ,,` � : ��u-. - i� r;[.� � . - `' � r -. �� � - - ti I 5�' 2&.S" E ` " -L- � � � 5 �4' 01' �Li.S � � 5R Jt78�' ' � THA.CY.ER L�AIF{Y' ROA£? � � - — — � - � y� —. i } � � - _ -;� -�1- f�" � . . _ � '-- � � �� F � "—� _ � � _ �.�'? _ ', . ,._W4 I�5 N�.SHA�P-E`and�+rife,--�----- L(71C A, �HkR�E ! �� �1 � + ` �� �, r� � � �` �, � -i— � 1 y� : � \\ � / � i �f ` ti �� � 1 ` � � , , 70E PP.4TECTON y, , c� �e� eir qi,e � SEE OETA9L #1 1 � x� DE��Giv c,r�:��� r i7'4' ; �� 5�_�p �R t+--��' ��]�[rr`; ti ArV� ST�`1P�i4�. 51�r'i f���l`�v�'Cr. � � `� � � � ������� ���� ! ' r ,> ��J �, � �r, � /, r�l � j �; �^' !i � � Y' � � 1' �,l r f � 1 / I �� � �f � �; f - f �:_ � �.��IXCAVATE E7fI5TING �' Roaownr F4u i o ,, �' � � � � �' � , I s r � r� '' 1 � 4 � 1 4 __ � �� � .._ 1 i: i 1'� i Y�� _ 1 �� � �� � � I Y � �I� � i �� ��4� ��P �� � iO;:;�iQP OF BERFhI il' : ��r� �"'r r ^' r �r � ; i; � I` 1�1 `,� � �> `'. •5` � ' - _- .- - � � � ; � CLEARING AhY� GRl36BING ��osiox coNr�ai FoR C4NSTRUC71p,�! SHEET OA LEE ROY' HELMS and tvi�v, JU�Y B. HtLAdS O U�3 za ta o zo ao i-d7 [�_� PLANS � ���/]� - EklS t IPIG �t,+y+ '=�C.'�1�� - _ .. -`_��--�-�_�,�_ - - - �%- �i—A ' f! � -�-_�''�--� � _� �tt.--��. ` � . � � � , � . ��-- � — T.— _ - Ts-z��— - — - °' S 41' 35' 14.0" - ;�, -�a�r� - _ - ` . � — - � (1 _ i ! �� � - -- - - �� - T -� � - .. _ � � � - _-I -- - - - --- --------- `_` _�- - � --- m x� ! N � ti:15 il�!G Rr`P+ � � a DEI"AI� �1 TOE PRDBKTION ( Nao ru 5rn�ep p4 tuNRn� ��.'(�� St�OPE �voVNP d Geo;pm�p a= z.o r�. rrre o[i��e._ [3QU'n•�rR�P FROM SfA.73k50 7o S7A. i3+E6 -L- kT P�pe oi 0'��r.� Ou11eP ` Sqcerc Prela S�vur No�m �f (N'iP duw in be��n nol shown iar s�on � � PREFC]RMED SCpIJk HOLE 'NDT SO SCALE iES`fION �-A F� P�PE {d = 15' OR IB'j �Oa � PSFM Wi_6W LINER; CiA55 B F[PPAP � & � // � wnri eeor�me �L�N ��F�cK STA.74+77 -L- RT 2C} ��� ��:�s�i � IAitfRAi GA�l1ND 6=A.0 A D- 7.0 #f W-4.0 h aos I NOTES: ANY DEVIATION Ff2t3M OPTiONS GIVEN WILL REQUIRE ARIOR APPROVA� 6Y EI+JGINEER. ,� AaDITfONAL ER05EON CONTR{]L DEVICES MAY I+fEEb TO BE fi�JS7ALLER A5 DfRECTED BY FHE ENGINEER. l`�� d^R�ti' C�. �F_�hlARC7 ������� ������� ll ��� � /; : f. / ;, - /,', �� i,' a�j, ; i , . ���?� ��'� - m / '`� ' `i ' ,1�" .T 1 1l`. �� /;'; ;/ � , � ' �R ;,� CI'6'RIP�RAP * — esT_ i ra111��� Pr} f� %!5� � � ESLS SYVGF c:� ;'�' �' j' + � 1� � . _' i�,: F. y:; ',�` � / � � —� — ° ~ � - I i:� � � - �s^ Rcr-iv - ., r �'^� y _ �� ��� .�- � � B . j �. � - � � �- 1 � � F �/ '- �- } � �i}'�'�- � —�—��_ .. �" L � - _ i i�= — . . - � S€id21+�_ _ _ � . ;4' ?��' E _ -L- 5 4�' (71' 40.�" � SP, 3C?-3r� ,� TH.4CKER L�.41F'Y ,4�,� — — — — — - — -- — T — �� _ -��_— - F -�` �. ,f - s! Tn° ' - -- r` �..,J. F 11±1 � ' l ' ��14' _ �:74�i; c .�,., � I�S W. SH4RPE qnd tvife, LO!S .a, SrldPaE �, �,� 'r C• 41 Plpce Matting for Erosion Control on Slope as Work Allows_ Sta. 12+20 -L- to BEG 6�:IDG� RT &�.T i0E FROTcCTIO�A [� •a• eiP 2t� see oErqit �a � ° � f f'Iace Coir Fi6er Matting on Excavated Areas Under Bridge � as Work ,qllows � I I, � `� fI� 4 � 1 �� i '� j c, � i � � I / � � Exca.v,�re �isrin� f1 `� RpADWAY FILL � + CO I f � � � r _ � j °j � �j '� � l � � ' �� -- —�I � F I —' � ���1� �� � -- - - � . _ a. ._----_i i I �If I ! I � :' �CL `il.'RIP F,AP II TO �TOP oF BfRM ' ��� � �� m � r O � � . ___ � '1 — ' � � O � �� FInfAL GRADE ER0514N CONTRQL FOR C4NSTRUCTION SMEEf Od Piace Matting for Erosion Control an 51ape as Work Allows. EI`JD BRIDGE to Sta. 16+p(3 -L- RT & LT LEE r;OV FiEL+:i� and wif�, ,JUnr �;, HEL615 0 0 � �0 10 Q 2Q 40 r�ll - � PLANS � �3 R. I - � � �-�—�— �-� = --- F �-�..-r -- _ . � � — — — J` �:!° ��5. l4.u,. � -�� - � �r�l---jl�/— � — - — �I � N �� E.Y�S iI6.1G P,/4V � �- � �, � -E d � �� - n U1 bETAIL fi7 TOE PROTECdION (Haiie Smioj - y9�Q �„ u� `v�j4 s�orE GN N➢ d G�O�.�? d- 2 o F- Typo oi �rtor= Gloss'9' Y+-p�Rop FROM 5TA.73+50 T6 STA_ 73+hA _I_ GT e�ya moazn avu�� L SqUUre P�elei Scaurkole �P �'�p 0.eop � bnlon sA n ie . , � � PREFORMECi SCOUR H�LE '�P7 70 SCALE 20 ��E� ����� uTVZn� cxouNo _SECTiON A-p yk v�re aa = is op is�� t� � Ps m MFAOW iINER;CLA55 3 AIPRAP , B WiTM GE6TE%illE �.yN.l'T4Cr 6=4.4 k �-1.0 F W-4.0 h 34B P�ANNTING DETAII.� s��nLn�c� i ��v�,x �a�xaQT ra�,�vTnvG n��c.r�. �ar •�vG � 1. Loeate a 6eslin�in site iu n shndy, µ•ell nroce�t�a ure,,. 2. I'.xcavate a flnl fiottam fre�sch 12 inclie - - 3. iiaol;fill the rre��c6 with 2 inches well rocled snwdust. Place o 2 incl� Eaycr of irell rntted snwdust ac s e[uPivR nn�;�e af one end ofthe �renc6. � i'y`� - f � i 4� Plecc u sing(e layer of plants against I:he slopin� crtd so thcu t6e root eoller is dt 6rouod 7evel. � . � �. Ylaee a 2 inch luycr of cvell sawdust over fhe r�rnts msinta a slopina uanle. �� r � \ \ . 6. Re�reat lapers oi plants aad sowdust as aceexcery and }vater thorou�Aly. DIBBLE PLANTING METH�D USTNG THC HIiC PL�INTING BAR 1` +^ i'i 11 II II 1� ����� . ',`J� I. ��—� —��L i I��I_1. C�L�' ii ��iL i ff ��-� ��r.� ���F��i 1. F�szrt pCantiq; 6ar ns sbow�u nnd vull handle roward pjr�nr.er. ��� , � E ���' � � � �[�I! Y. �f—I- 'i�i s �P�T�i�� 1F �j�:_.��If 1- !I�I �P ��I �I 4. Pu1l h�n�lie of i�ar Yn7;-ard plunter, Firxni¢� soif at bnttom. Y .�u�C!-.�i �I—! ���I I�� ����I ���i� ' ii�i� i�v i9 � 2. Remove pinnti¢� bm� xnd Plece eeedSux� aa carrect depth. r � i i i �r i��� �T���i ii ���i i� �i � �T�Jy �.I . 5. YuvF� lu��die forsf�ard �,�� 6a� at ro�. PI.AiNTIlVG N�TES: PL'�."�"TFi+IG B,1G DuriL� plonbug. seedfin,gs shul] 6e i:epL iu u muist curru:is I�.a� nr simiI.ar �onta°uicr to prevea[ Nte raot sysiem�s fr�m drging. KBC PCANTLVG BAR Plsv�ting 6ar shall bnvc w v blade cvith ¢ �inrgul�r crass sectinn, end shuf] be l2 �cl�es long, $ iuches rtiJe und 1 incla thick at center.. ROOT PRUNL'VG A71 seadlirtgs shall 6e ronp pruue�, if ncccssnry, sa that �no raoCS esiend morc rh� i0 inchcs below tho roo[ collur. }. � �� s �r, 1/ FI'�I �� � y� ry ISIC�I � � —. ,���I 6. � � E I'. ,�..���1, '`I�����I� �� ��I � PTHI�Ii�i i �'�i r i���'_-��'� 3. Inscrt p[antin$ bnr 2 inrh�a tc.ivurJ p9anter from secdting. � p� � i I�� I I 1 T I � �—friF�flC�ll�`�`ll � _��i��,i���F 6. Leeve comvocti�n hole upen, RFatcr t6orn��6ly. STw4£ . cRIX2LT REFPAEriCC N6 .'�. 17BP.7.R6� RF-1 SM1� rren nww.x:n r.tiPxa.Mw oe�s�x REFC}R�STATIQN ❑ TREE li��'OIiF`5TA'T'I(}N SHAI.�. BE PL�'"I'ED 6 F1'. T� 10 TT. ON CE�ITCR, gAI�iDOD� SPt+,CING, A�'�RAGII�TG 8�T. dN CEN`i'ER, ,"�,�'PROXIMATELY 6&U PL.I�NTS PER ACRE. REFQRE.STATIC1iV 41A CURE,, 7'Y'PE, SIZE, �D FIFEitiISH SI-FALL COtiTO1tM Tp TFTE 1'OLLQ�b'ING: 2S/ LIIiIODEP'+TDRi01'V T�1I.i�'TFE[tA TULIP POPLAR as� P��rar�.Ts occ���v�ra.�..is ���ca�o� 25% ��1XI�r[lS �'E�1'I�IS�Z`VANTCA. GREEN ASH 2�/ BETULA NICUKA RIVGR BIRCH 12 in - 1$ in BR 12 i�n - 18 irz BR 12 in .- 1$ in �3R 12 in - 18 in $A REFURES'T`ATIQ�I'�T DE�TAIL SHEET N.C.b.O."P.- RO.�DSIDE 8NG'IIt6NbSENTAL TJI,y'IT